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Home My WebLink AboutPLANS - 06-00330 - AMET BuildingQ th _< . :. V__ � o W � F' E A ADD 0 0 CA D _.9:!Nh._ I. OCCUPANCY CLASSIFICATION (SECTIONS 304, 306, 311): V. HEIGHT LIMITATIONS (TABLE 503): XII. VERTICAL EXIT ENCLOSURES (SECTION 1019.1, EXCEPTION 9): T -1 OF 1 TITLE SHEET & CODE REVIEW A. NEW BUILDING ADDITION A. GROUP B, TYPE V -B PERMITS 2 STORIES. EGRESS STAIRWAYS OF A BUILDING EQUIPPED THROUGHOUT 1. GROUP B B. GROUP F -1, TYPE V -B PERMITS 1 STORY. WITH AN AUTOMATIC SPRINKLER SYSTEM ARE NOT !u! Q 2. GROUP F- i C. GROUP S -1, TYPE V -B PERMITS 1 STORY. REQUIRED TO BE ENCLOSED. w 3. GROUP S -2 D. AUTOMATIC SPRINKLER SYSTEM INCREASE (SECTION 504.2): ARCHITECTURAL B. EXISTING BUILDING THE MAXIMUM NUMBER OF STORIES IS INCREASED XIII. PLUMBING FIXTURES (IBC TABLE 2902.1): ►--� Q A -1 OF 5 FIRST FLOOR PLAN & NOTES 1. GROUP F -1 BY ONE STORY. A. REQUIRED PLUMBING FIXTURES FOR BUSINESS AREAS E. THE BUILDING COMPLIES WITH THE HEIGHT LIMITATIONS. 134 PEOPLE = 67 MALE & 67 FEMALE OCCUPANTS: A — OF 5 SECOND FLOOR PLAN II. NONSEPARATED USES SECTION 302.3.1: 1. WATER CLOSETS: 3 W.C.s EACH A_3 3 OF 5 E ELEVATIONS FIRE SEPARATIONS ARE NOT REQUIRED SECTION 602.5 RED BETWEEN USES, VI. CONSTRUCTION CLASSIFICATION : (UP TO 67% OF THE MEN'S W.C.s MAY BE SUBSTITUTED WITH A 4 OF 5 EXTERIOR ELEVATIONS W ( ) A -5 OF 5 ENLARGED PLAN, STAIR SECTION, AS THE MOST RESTRICTIVE TYPE OF CONSTRUCTION TYPE V —B URINALS; INTERNATIONAL PLUMBING CODE, SECTION 419.2) & SCHEDULES SHALL APPLY TO THE ENTIRE BUILDING. 2. LAVATORIES: 2 LAVS EACH VII. AUTOMATIC SPRINKLER SYSTEM (SECTION 903): B. REQUIRED PLUMBING FIXTURES FOR F -1 & S -1 AREAS W III. AREA, BUILDING (SECT 502.1): PROVIDED, 54 PEOPLE = 27 MALE & 27 FEMALE OCCUPANTS: A. FIRST FLOOR: 1. WATER CLOSETS: 1 W.C. EACH 1. GROUP B _ 7,334 sf VIII. PORTABLE FIRE EXTINGUISHERS (SECTION 906): 2. LAVATORIES: 1 LAV EACH 0 2. GROUP F -1 — 9,794 sf PORTABLE FIRE EXTINGUISHERS PROVIDED, SEE FLOOR PLAN. C. PROVIDED PLUMBING FIXTURES: H 3. TOTAL (NEW) = 17,128 sf 1. MALE: 4 WATER CLOSETS, 2 URINALS, 4 LAVATORIES B. SECOND FLOOR: IX. OCCUPANT LOAD (TABLE 1004.1.2): 2. FEMALE: 4 WATER CLOSETS 4 LAVATORIES = w c� 1. GROUP B = 5,952 sf A. FIRST FLOOR (NEW): 3. PRIVACY UNISEX TOILET ROOMS: = 2 > 2. GROUP S -1 = 1,471 sf 1. BUSINESS AREA: 7,334 sf GROSS / 100 = 74 OCCUPANTS 4. DRINKING FOUNTAINS: 1 j,1 Qm 3. TOTAL (NEW) = 6,847 sf 2. F -1 ASSEMBLY AREA: 9,794 sf GROSS / 200 = 49 OCCUPANTS D. THE PLUMBING FIXTURES PROVIDED MEET THE REQUIREMENTS. H W C. EXISTING BUILDING: 3. FIRST FLOOR TOTAL = 123 OCCUPANTS 7,235 sf C CF ]"Y 'il J B. SECOND FLOOR: _ � D. NEW ADDITION & EXISTING: 1. BUSINESS AREA: 5,952 sf GROSS / 100 = 60 OCCUPANTS Q TOTAL AREA (1ST FLOOR) = 24,363 sf 2. STORAGE: 1,471 sf GROSS / 300 = 5 OCCUPANTS A ry w 3. SECOND FLOOR TOTAL = 65 OCCUPANTS W IV. AREA LIMITATIONS (TABLE 503 C. TOTAL (NEW) BUILDING = 188 OCCUPANTS Q A. GROUP B, TYPE V —B PERMITS 9,000 sf B. GROUP F -1, TYPE V —B PERMITS 8,500 sf X. BUILDING EXITS REQUIRED (SECTION 1014.1): C. GROUP S -1, TYPE V —B PERMITS 9,000 sf A. FIRST FLOOR: w ►yl Q a D. FRONTAGE INCREASE (EQUATION 5 -2): WITH 30' -0" 1. (2) EXITS REQUIRED. Lo MINIMUM SEPARATION ON 3 ,SIDES, I = 57 %. 2. (2) EXITS PROVIDED FROM BUSINESS AREA, AND W 1 100 [p - 0.25] 5 = 100 [�qb - 0.25] 50 = 5 (2) EXITS PROVIDED FROM F - 1 ASSEMBLY AREA. Lo 50 B. SECOND FLOOR: co E. AUTOMATIC SPRINKLER SYSTEM INCREASE 1. (2) EXITS REQUIRED. (SECTION 506.3): I,= 200% FOR MULTISTORY 2. (2) EXITS /STAIRWAYS PROVIDED. BUILDINGS. F. ALLOWABLE AREA (EQUATION 5 -1): XI. CORRIDOR FIRE — RESISTANCE RATING (TABLE 1016.1): A. =A,+ f � ] + [ � � , ��8 �� , ��8 �x200] s � ,{ CORRIDORS ARE NOT REQUIRED TO BE FIRE —RATED WHEN AN G. THE BUILDING COMPLIES WITH THE AREA LIMITATIONS. AUTOMATIC FIRE SPRINKLER IS PROVIDED. o 66 0 V) � E'� 0 m N 4 m 4 iv N C c c C c c c c ADAPTABL FIXTURES 1 PER ACCE' PROVIDE F WALL FOR BAR IN5TA F I R5T FLOOR PLAN 1 /8" = 1' -0" 250' -0° GENERAL NOTES: PROVIDE FIBER -6LA55 REINFORCED PANEL ON WALL5 BEHIND 8 ADJACENT TO ALL WATERCL05ET5 TO 4' -0" A.F.F., MIN. (OPTION: CERAMIC WALL TILE) 2. ALL TOILET ROOMS TO HAVE SHEET VINYL FLOORING W/ b" HIGH COVED 5HEET VINYL BASE. (OPTION: CERAMIC OR QUARRY TILE W/ COVED BA5E.) WOOD SUBFLOOR5 TO HAVE 1/4" CEMENT BOARD UNDERLAYMENT, 3. INSULATE ALL TOILET ROOM WALL5 W/ 3 1/2" UNFACED BATT IN5ULATION, MIN. 4. FE INDICATES PORTABLE FIRE EXTINGUI5HER5. MINIMUM REQUIREMENT5: 2AIOBC. 5. ALL EXTERIOR DOOR5 TO HAVE A CONCRETE STOOP OF 5'-0" x 5-0" MIN., TO 5LOPE 1/4" : 12" MAXIMUM AWAY DOOR THRESHOLD. b. ALL INTERIOR GLAZING IN CORRIDOR5 TO BE TEMPERED. ELECTRICAL NOTES: 7I PROVIDE EMERGENCY E61RZE55 LIGHTING, TO BE POWERED BY THE BUILDING'S ELECTRICAL 5UPPLY, AND BATTERY PACK BACK -UP. ADDITIONAL INFORMATION 4 LOCATION5 TO BE PROVIDED BY ELECTRICAL DE516NER. 2❑ PROVIDE EXTERIOR EMERGENCY LIGHTIN6 AT EACH EXIT DOOR, POWERED BY THE BUILDING'S ELECTRICAL 5UPPLY, AND BATTERY PACK BACK -UP. ADDITIONAL INFORMATION TO BE PROVIDED BY ELECTRICAL DE516NER. 3❑ PROVIDED ILLUMINATED EXIT 516N5 AT EXIT5, WITH BATTERY PACK BACK UP, DOOR $ HARDWARE NOTES: Q ALL DOOR HARDWARE TO MEET ADA REOUIREMENTS, Q MANUALLY OPERATED EDGE OR 5URFACE MOUNTED FLU51-1 BOLTS ARE PROHIBITED ON DOORS. A ALL DOOR GLAZING TO BE TEMPERED, EXCEPT WIRE GLAZING. Q ALL THRESHOLD5 TO MEET ADA REQUIREMENT5 - VERTICAL CHANGE IN LEVEL NOT TO EXCEED 1/4" OR BEVELED CHANGE IN LEVEL NOT TO EXCEED 1/2" WITH 1:2 SLOPE. A DOOR 5URFACE5 WITHIN 10" OF THE FLOOR, MEASURED VERTICALLY, 5HALL BE A SMOOTH SURFACE ON THE PU5H SIDE, EXTENDING FULL WIDTH OF THE DOOR. A DOOR5 WITH CL05ER AND LATCH TO HAVE 12" MINIMUM CLEAR FROM LATCH TO FINISHED FACE OF PERPENDICULAR WALL ON PUSH 51DE. (NOT REQUIRED IF 01-05ER 15 NOT USED) ® ALL DOOR5 TO HAVE 18" MINIMUM CLEAR FROM LATCH TO PERPENDICULAR WALL ON PULL 51DE. Q DOORS IN CORRIDOR NOT REQUIRED TO HAVE CL05ER5 WHEN THE CORRIDOR 15 NOT REQUIRED TO BE FIRE RATED. a N 0 W � H 0 � c� � x W - � 0 a o W xwW z 04 Z A A C z w , � L o co vi z 0 w O oe VL 0 W � O U� W � x W Q �j ry w V1 z�A � W � a oz� 0 w� 0 A A ��A Q ��w Z A C wLo w LO co 0 > LJ CtEl i -� NEW E.I.F.5 AXZ*ENT PANEL APPLIED OVER EX15TIN6 METAL 51DIN6 E.I.F.5. FASCIA HEAVY TIMBER TRU55 1/4 12 ROOF SLOPE E.I.F.5. VV/ 1 1/2" AIDE 12 V GROOVE REVEALS EAVE HEI O:F - - - - - - - - - - - - - - - - - - - - -- BUILDIN6 FRAME Q, 7 � LJ 7. --------------------- ------- ---- - ------------------ ------------------- ---------------------- ( -------------------- -------- --------- - - ----------------- ---- \1 ------------- ----- \ --------- ------------------- - -------------- 1111111111H I I I I I I I I I I L II L -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - -- - - - - - -- - - - - - - - - - - --- 1 - - -- - ----------- - ---- -------- ------------------------ - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------- - ------------------------------ /- - - ------ - --- ------- - - - - - - - - - - - - - - -- --� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - \ NEW 4'-0" E.I.F.5. MIN5COT 2nd floor - o, hi5 Of f i e is a p roblem APPLIED OVER EX15TIN67 METAL 51DIN6 NEW BUILDIN6 ADDITION EX15TIN6 BUILDIN6 15t. f - maybe could pug in a narrow 5OUTH ELEVATION mayb U narrow window toc One side 1/5' I' -O" ,be COU cou i I L, windows pu5hr, t rleh or we Could dolicto 4 0 2 05 these r both 0 (Vj �� Other windows � V " 06 q11 4 7 y0,5 0 Vate V 0111 - per department approvals may be required 5TANDIN6 SEAM METAL ROOF FEID STONE VENEER F- NEW 4'-0' E.I.F.5. MIN5COT APPLIED OVER EXISTING METAL 51VIN6 - - - - - - -L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW BUILDING ADDITION EX15TIN6 BUILDIN6 EA5T ELEVATION AUG u" 9007 CITY OF REXBURG W A w�� < V1 V O W � c� � x r e4 o U W a 0 C-+ r C i �W ;T.4 W Z �w T k � � A QQo O cii ^� A�A LO LO co O cii � raising LO 2 p i i a5ters w i 11 n ot worm:, 4 a s it it woulc . just create a dam for r '�� V CA' // \ s he s�oped s�eel roof I orcing 5Lorm water �`�� s� v' / \ and ice to move in the wrong direction creating EXISTING BUILDING, BEYOND I , r i !� roof i ea> zec and ,�o is ing the roo i warron gees PARAPE L BEYOND, \ 7 �OTE 51DE OF BUILDING \ 45 DEGREE BRACE /CRICKET FRAMED L l" 1/4 : 12 SLOPED \ BEHIND CORNER PILASTER, TYPICAL, METAL ROOF \ PROVIDE METAL VALLEY FLASHING UFMI 1� 1� 1� 1� 1� �1 1� mi �i I �1 1� illu 1� 1111 1� 1� 11 1� �i 1� 1� �i 1� �i V �ff � I I i \ / i x " i / i \ -------------------- /--- - -- - - - - ------------ i - - - - - - - - - - - - --------- \ - - - - - - - - ----------- �- i x / LL r� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - " - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - ---------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - � --- - - - - - - - -J �- ------ '� L' - - 'J � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------ - - C W ��✓ /1 7p - 7 L — remove these 2 windows? since both N � i rooms have WEST ELi =VATI O 1 � p �� °PP a w inflow on the front Na ii V -°RS'O•iwr C so o c diti L/s a t - -7 ate Other department approvals may be required MUsr CaM a6v EXISTING BUILDING NORTH ELEVATION I /e° = I -00 NEW BUILDING ADDITION Q =Q U!QZ Q O O W � E" H O W V L C� � x W Q � � � w � � A w � � o W C) > a I� � � o w LO L n o 6i z 0 w ry Lf"D 0 i i ( !_____________ _ _______________________________ - ------------------------------------------------------------------------------------------- - ------------ -------- ------ ---- ------ ---- --- --- - -- — -- ------------- L I__--______-____---_-______-_---_-------__-__--_-___-___----_------------ _- __________-- _________- _ -_ -1, FLOOR SYSTEM BY BUILDING MANUFACTURER Q 4 m m IN, 1 1/2" DIA. HANDRAIL EACH SIDE, MAINTAIN 1 1/2" CLEAR BETWEEN HANDRAIL d GUARDRAIL — 42" HIGH GUARDRAIL W/ 1/2" STEEL BAR BALUSTERS AT 4" ox.. (SUCH THAT A 4" DIAM. SPHERE CANNOT PA55 THROU(5H) lz x o� u_ � �i F O O N � Q NOTE: 42" HIGH MIN, WALL MAY BE SUBSTITUTED FOR THE STEEL GUARDRAIL. CONCRETE FILLED PAN W/ WWF4x4-W1.4x NIA — 12 6A. FORMED METAL PAN TREADS 3 RISERS C 12 x 201 5TRINGER NOTE: FIELD VERIFY VERTICAL DIMENSION - RISER HEIGHT NOT TO EXCEED I" MAX. CONCRETE SLAB ON GRADE d a ,SIR 5EGTION 1/2" = 1' -0" ROUND CONCRETE OFF AT TOP OF PIPE d &" DIA. 5CHED. 40 STEEL PIPE, FILLED W/ CONCRETE + PAINT STEEL BOLLARD TRAFFIC YELLOri COW_,RETE TO BE SLOPED N AWAY FROM BOLLARD CONCRETE OR ASPHALT, SEE 51TE PLAN a a „ n a d tl. 8 a . ; .d + 'a O O O \ e . 4 g: 'a .a a C a , � d d 2 ' - 0 " FIFE 130 3/4 = 1 r '�5 5 �5 I I 5 ' 'D r'S MHrlk SERIES 812 GRAB BAR, 1 1/2" DIA. x 42", CONCEALED MOUNTING r — -�� T1 WITH ANCHORING DEVICES, FINISH TO BE MANUFACTURER'S STANDARD 30x48 4846 STAINLESS STEEL. 15" MIN, 42 TO NEAREST z TOILET T15WE � OBST RUCTION 5POL T DISPENSER SERIES 812 GRAB BAR, 1 1/2" DIA. x 36 CONCEALED MOUNTING 4�� 18 1 1 _ __j — -� T2 WITH ANCHORING DEVICES, FINISH TO BE MANUFACTURER'S STANDARD 42" GRAB BAR r3 I/2" MAX. ✓" MAX. - STAINLESS STEEL. � 12' 36" GRAB 2 T1 BAR PARALLEL APPROACH FORWARD APPROACH M f TO TOP OF SPOUT OPTION 'A' OPTION 'B' GRAB BARS NOTE: MODEL NUMBERS ARE BASED ON WASHROOM ACCESSORIES AS TOILET TISSUE DISPENSER MANUFACTURED BY BRADLEY CORP., WASHROOM ACCESSORIES. (2) OPTIONS DRINKING FOUNTAIN FLOOR Q Q t � tL � v U!Q� GRAB BARS TO BE 34" A.F.F. BACK WAL ,, 18" m 0 N F� V1 O W � H O r � w V1 0 H iz W W w O F+ri ;4 �A A W V WALL WALL O Z H W > mm� R+ 04 � E--q H W A A � Q a W�A � '7 d; W SEAT' CONTROL NOTE: WALL WALL A SHOWER 5PRAY UNIT SHALL BE PROVIDED, A A WITH HOSE 5q" LONG MIN. THAT CAN BE USED AS A FIXED 5HOWER HEAD AND AS A �1 z_ HAND -HELD SHOWER. 48" MIN. m THRESHOLD TO BE 1/2" HIGH MAX. SLOPE 1:2 5HOWER cn � G A5 INSULATE ALL WATER 5UPPLY d DRAIN PIPIN6 ��JJ 50 'x" 6 ' Z I z CLEAR I 5PAC g O L SPACE J LAVATORY \ 1/4" STEEL CLOSURE PL. a. 4 CONCRETE SHOVEL FOOTING AT BASE OF STEEL 5TRINGER5 CLIP L 3 x 3 x 3/8" x 0' -3" LONG WITH 3/4" DIA, EXP. ANCHOR 1/2" = 1' -0" 5TA I R DETAIL 11/2" = 1' -0" (D �u SCALE. 118" = 1' -0" GENERAL STRUCTURAL NOTES A. CODES AND SPECIFICATIONS 1. International Building Code (I8C) - 2003 Edition 2. ACI 318 - 05 Building Code Requirements for Reinforced Concrete B. DESIGN LOADS 1. Design loads provided by others. 2. Footing and pier sizes based on steel building reactions provided by steel building manufacturer. C. FOOTING & PIERS 1. Bearing pressure taken as 2000 PSF for column and wall footings, based on a sandy gravel and /or gravel (Table 1804.2, Class of Materials #3). Notify Engineer if conditions encountered are different. 2. Bear footing on some type of undisturbed soil or rock throughout the entire structure. D. MATERIALS 1. Concrete f'c- (28 days) 2. Reinforcing Steel (Rebor) J. Anchor Bolts Ftgs & Walls 3000 PSI Slabs 3500 PSI ASTM A615 - Grade 60 ASTM A307 (Minimum) E. REINFORCED CONCRETE 1. Concrete shall be of ready mix type conforming to ASTM C94. 2. Comply with ACI 306 Cold Weather Concrete standards if the mean daily temperature is expected to drop below 40E F for 3 or more successive days. Place no concrete against frozen earth. J. Conduct all compression tests according to ACI Standard Recommended Practice for Evaluation of Compression Test Results of Field Concrete (ACI 214). 4. Control joints in large areas of slab on grade shall be placed in checkerboard fashion in lengths not to exceed 20 feet in any direction. 5. All construction joints shall be located so as not to impair the strength of the structure. Unless noted on the drawings, all reinforcement shall be continuous through the joints. Each construction joint shall be keyed. 6. No aluminum products shall be embedded in the concrete. Electrical conduit shall be placed at mid - height of the slabs and shall have an O.D. less than one -third the slab thickness. F. REINFORCING STEEL 1. All detailing, fabrication and placing of reinforcing bars shall conform to the ACI Manual of Standard Practice for Detailing Reinforced Concrete Structures (ACI 315). 2. Provide corner bars at all intersecting corners. use some size bar and spacing as horizontal wall reinforcement. 3. Splices of reinforcement at points of maximum stress shall be avoided wherever possible. Minimum lap for splices shall be 40 bar diameters for masonry and 30 bar diameters for concrete, unless otherwise noted. 4. All continuous reinforcement shall terminate with 90 degree return or hook or separate corner bar. 5. All vertical reinforcement in columns and walls shall be doweled from the footing or structure below with rebor of the some size and spacing as required above. 6. Minimum concrete cover for reinforcing bars shall be as specified in Building Code Requirements for Reinforced Concrete (ACI 318). 7. Welding or tack welding of reinforcing bars is prohibited unless specifically approved by the Engineer. 8. All reinforcement to be supported in the forms and spaced with wire or plastic bar supports conforming to requirements of the ACI Manual of Standard Practice for detailing reinforced concrete structures (ACI 315). Reinforcement in footing shall be supported on precast concrete block supports conforming to Concrete Reinforcing Steel institute Manual of Standard Practice. G. MISCELLANEOUS NOTES 1. Orient pier details to match building layout. 2. Refer to steel building manufacturer's anchor bolt plan for anchor bolt size and layout. J. Contractor to verify all dimensions with steel building manufacturer before construction begins. Steel building dimensions have precedence. 4. Do not scale drawings. 5. NO CHANGES PERMITTED WITHOUT EXPRESS WRITTEN PERMISSION OF ENGINEER. V MAY i 5 tool I01 CONCRETE FOOTING SCHEDULE MARK DEPTH WIDTH LENGTH TOP OF FIG. ELEVATION REINFORCEMENT REMARKS LONGITUDINAL TRANSVERSE F1.8 10" 1' -8" CONT 98' -0" 3 - # - - 173.0 12" 3' -0" 3' -0" 98' -0" 4 - # 4 - 14 - F4.0 12" 4' - 0 " 4' -0" 98' -0" 4 - 1 4 4 - 1 4 - F5.0 12" 5' -0" 5' -0" 98' -0" 4 - #4 4 - 14 - F7.0 24" 7' -0" 7' -0" VARIES 14 ® 12 0. C. 1 4 ® 12" 0. C. 2 MATTS F8.0 24" 8' -0" 8' -0" 99' -6" # ® 12 0. C. #4 ® 12" O. C. 2 MATTS 0 N U a W z w z J v 0 0 O 6 0 Z O N Q D CO Z CC Op LL. J O in Z c 0 LLJ W cc m ~ W Cr. Oc W W C0 (1) N W Q c o Z W N �� o ¢W�oci a J O Lo Q GO a c ¢ x�� U O LuQ:LAJ m L O iZP L' Ui �O Z3 Z3 � cnm�v cn�v_ o �oci_�-. cn 0 r- m Q� c: 0 o� CO W v w = <c o v 4i p �O 2 Q �Q u� O u. 0 Q v Q' kr N-1 o�p N W o UJ o J W p �- O " W zwN O F� N Ei a N W O z F-4 O CL PROJECT NO. 207113 SHEET NO. S1 OF THREE 0 0 N LO ri Q 8" 4" 1' -0" z 0 0 a °. O dQ O a d " 'd d O O d O O a O 00 R p O O ' I a O O O I O O 71 y O O ° d a ,� �2» O O BASE PLATE d O O d ° d 0 5/Z � Z co ° BASE PLATE O WL] " a ° SECTION A -A 5�i" 'z" W 8 4 l 4. J 6" 6" $» 8 SECTION A —A SECTION A —A SECTION A —A m 4 SECTION A —A 1 p" SECTION A -A z a SECTION A - A i W o�C 910. # • Q TIES ® 10" O.C. 3 „ • • # TIES ®10" O. C. m � W •° ° #3 TIES ® 10 O.C. 1 , p (TRIPLE ® A.B.) CC ° (TRIPLE ® A.B.) 13 TIES ®10" O.C. ° (TRIPLE ®A.B.) a O a (4) 16 VERT ° ° q • ° R ° #3 DES ® 10 O.C. . . # 3 TIES ® 10 OC •° • " O • I a (4) # 6 VERT W W a ( TRIPLE ®A.B.) _ _ (TRIPLE ®A.B.) GRADE BEAM REINF • GRADE BEAM REINF W J a ° ° — (4) #6 VERT a • (TRIPLE A.B.) a (6) #6 VERT • • » a° (4) #6 VERT ° I d Q CONT THRU PIER ° a ° a ° a CONT THRU PIER ~ #3 TIES ® 10 O.C. s ° a �— ° °° ( # VERT ° Q �a (TRIPLE ® A.B.) ° a W GRADE BEAM REINF (6) #6 VERT REBAR CAGE 0 CONT THRU PIER GRADE BEAM REINF 0 SECTION B - REBAR CAGE Q • SECTION B -B CONT THRU PIER 0 SECTION B -B SECTION B -8 SECTION B -B SECTION B -B SECTION 8 -8 PIER BP02 -A PIER BP03 -A PIER BPO4 -A PIER BP05 -A PIER BP06 -A PIER BP01 -A PIER BP07 A j o I W W . OZ Z-3 V O _ Q >- J '''''c� Wzw� A A `'oW �U cu�WOZZ O co Z F t/ 5 ) p O Q uj �� ZO � 2 STEEL BUILDING FRAME BY OTHERS o� � � (1: _ '28 ? � N EDGE OF GRADE TIES VERTICAL # CONT. ® OPENING 4 x 24" ®2' -0" O.C. # 4 CONT. ® OPENING # 4 x 24" @ 2' -0" O.C. O BEAM BEYOND REINFORCEMENT #4 NOSING # 24 (— 24' ` 0 100' -0" CONCRETE S.O.G. CONCRETE SLAB WALL REINF T O. SLAB CONCRETE S.O.G. (SEE FDN PLAN) (SEE FDN PLAN) FA A W Q SLOPE TO DRAIN SLOPE T O D RAIN • CONCRETE FLOOR 100' -0" ? � -r_ = 1 = III = III - III - III - III =1 B 1=1 11 I I I =I I I =I I I =I I I =I I I / / \ \ / \\ � \ \� d d ' °o -. d d a ��`o °� ° d d a T.O. SLAB — III ITI= iTI- 1I1= 1I1 =1I1 =1 / / \ / /�/ / ��°°° i —I i=1 I =1 I 1 =1 I I — I 1 =1 f \ \ / \ \ \� p ° �°o ° moo o ° �s " ° a oo oo \ /� / j ;� °o� i —T _TIT j l — / / g �o Y o o o $ o �o$o o d' 4 o' W C o� °oo °ma /p /o w°g°� e}' o�oo boo 008 i �� /� /� /� o�000000 �bo 0 8 Qt d . :.7x. `, '. .� 0 odd000 08 ff Q 4 ° a d ° TO. SLAB to W B ° d d B Ys" PREMOLDED a ° d 2 d ° z `"' JOINT FILLER » J d o a 8" CONCRETE WALL 8 CONCRETE WALL a e d a v d ° ° Z W1 # 4 ® 24" 0. C. E. W. W� #4 ®24 O.C. E. W. N B a a 0 co ) 13 p N ° a - lyj ° 1 SEE PLAN (SEE PLAN) Q, _o cNi SECTION 9 SECTION 8 SECTION 7 SECTION 6 Z (n q o DO NOT SCALE S2 DO NOT SCALE 52 DO NOT SCALE S2 DO NOT SCALE S2 Nkp STEEL BUILDING �- FRAME BY OTHERS #4 ® 24" O.C. HORZ. A A A 14 @ 24" O.C. VERT FA ) FA EXISTING EXISTING WALL REINF FA A O. WALL WALL REINF T.O. WALL � o N 102' -0" STEM WALL STEM WALL a w Z = T. 0. WALL _\ ? W O Q '� STEEL BUILDING �� STEEL BUILDING ° DES ° STEEL BUILDING o FRAME BY OTHERS E o ~ T � 04 W N Z. FRAME BY OTHERS d FRAME BY OTHERS d EDGE OF GRADE EDGE OF GRADE TIES VERTICA BEAM BEYOND aI VERTICAL REINFORCEMENT BEAM BEYOND TIES VERDCAL REINFORCEMENT V O TIES VERDCA 8 d d z Q REINFORCEMENT REINFORCEMENT 100' -0" ° I U ° 100' -0" 100' -0" 100' -0" W O " g - T. O. SLAB T.O. SLAB d ° a T.O. SLAB T.O. SLAB O • LF _ _ ° a a � 100' � ; _ � - N _ISO -1� =1 a E—+ � _ T.O. SLAB _ 1 = II.III -1 11=111F O I a — I1 =1I1 =III —III Z W ON i -1 11 =1 e ,� a / /// /11_I = 1 =1 11 = 1 I I_I 11 =1 I — I a / \ /� /� / \/ = -1 I I — I 1 = 11 =1 — III — I / / \ / \ / \/' w W / / \ / \ / \� \\ \ \ \ \; .- III — III = III = III = III = III =III p \\ \\ \\ �\ _� I _I I =1 I =1 I I= III I VA \ VA VA - ` \ \ �A \ \ I_ i r I H I 1 I I -1 I I -1 11 =1 11 =1 I I— III —I 11= I d A / / A / / A/ / / A / / A/ / /// / / /,/ -1 I �I —I 11 =1 1 =1 11 =1 1 -1 11 - 1 =1 11 =1 11 / / V AA V AA, " =1TI i I_I = jjTTT77 1T( -1 f=1 1 =1 I I- A A �� /� 11 =1 I I III — i — I I Lo '�j'�I77�'— ,17 x / / i T _f 1 =1� � d. rVi Z I— �il�Ill�ll�fi d / \// • ° ('� W _ z d O Q � N a B b 1 g N B ° B B g B B .440 °a. 44 V dd° °,.d d LLJZ V °d WZ ,^ O to J / / / / \ \ / / SEE PLAN / \ \ / \ \ / SEE PLAN \ / \ / \ / \ / \ / \/\ SEE PLAN PROJECT NO. SEE PLAN SEE PLAN 207113 SHEET NO. SECTION 5 SECTION 4 SECTION 3 SECTION 2 SECTION DO NOT SCALE S2 00 NOT SCALE S2 DO NOT SCALE S2 DO NOT SCALE S2 DO NOT SCALE S2 S2 OF THREE 10" 10" 1,_4. 10%2 5%2 8" 1 � r -0 „ 8 » — ° ° d a ° a d ° d a ° a EXITSTING I d ° ° a d ° ° d d O O = BUILDING WALL a ° _.,,, O O o o O p O O Q d a d O O a ° O O ° o ° o o d �j O B O O O O I O O d' d ° O O ° d p O N Q r; O O d a °a ° ° a ® I a o o \– BASE PLATE r, 8" 2' -8" = W a a 2' -8 8 0 3,_4„ 3 ,_ 4 „ 0 u- O 0 SECTION A -A ( X SECTION A -A SECTION A -A SECTION A -A SECTION A -A SECTION A -A Z m p 0 W # TIES @ 10" O.C. GRADE BEAM REINF j Im m ( ® A.B.) a • °d • 13 TIES @ 10" O.C. GRADE BEAM REINF CONT THRU PIER m N X W (8) 16 VERT I (TRIPLE ® A.B.) 1' 0" ' — CONT THRU PIER ° • d ° ° ," a W W 13 TIES ® 10 O.C. ° • • (TRIPLE ® A.B.) # TIES ®10" O.C. ° ° 1u > ° J - L d • d ° ; ° GRADE BEAM REINF Q (8) 16 VERT CONT THRU PIER ° ° I a •d d ' (TRIPLE ®A.B.) •° ° • � o v i ° a � _ co • • a GRADE BEAM REINF (8) #6 VERT O.C. o ° I d ° ° n CONT THRU PIER ° a °' ° #3 TIES ® 10 • d d (4) 1 6 VERT a d (TRIPLE ® A.B.) F' a a a # TIES ®10" O.C. • °° d , (18) 16 VERT W 0- a • a (TRIPLE @ A.B.) a a d Q • • REBAR CAGE • 9 (18) #6 VERT • 0 SECTION B -B SECTION B -B SECTION B -8 I ( SECTION B -B SECTION B -B SECTION B -B z PIER BP19 —B PIER BP20 —B PIER BP21 —B1 PIER BP21 —B2 PIER BP22 —B PIER BP23 —B l V � W ° W to O t 0_ 6u ° 10" 10 10" 10" 8 8" EL ' -_j t, zLb °lu d d W at W V 01 ° � O o � j • O O O C o ZmzU�� et O O O O O I d ° ° ^ �On : - [ q o— — O O o o d a --o "I I 00 op ° O O ° O O d ° F O 0 ° d ° d ° QO 0 t r. ' " a o o BASE PLATE O O BASE PLATE 10 / ,r 5/2» a d ° ° ° a _ 0 0 1 r -4 1 , TOP OF WALL EL = 102' OP OF WALL EL = 100' -0" W Q Ln 10/2 J /2 8 2 ° d ° d ( �Q a d ao d ° ° 4 a „ c n I-- •— m 00 O BASE PLATE d � o SECTION A -A SECTION A -A W SECTION A -A SECTION A -A SECTION A -A SECTION A -A SECTION A -A -_j � SECTION A -A z ° 13 TIES ® 10" O.C. # TIES ®10" O.C. # TIES 0 10" O.C. r I I 1 , 0 „ (TRIPLE ® A.B.) (TRIPLE ®A.B.) (TRIPLE ® A.B.) Q 13 TIES ® 10" O.C. 1' 0" e 1 3 TIES @ 10" O.C. • ° °• • (8) #6 VERT 0 y 13 TIES ®10" O.C. 1' 0" •d (TRIPLE ®A.B.) •d • 13 TIES ®10" O.C. • • (TRIPLE ® A.B.) • a p +0 ( TRIPLE ® A.B. d m # TIES @ 10" O.C. �� o — a (TRIPLE ® A.B.) ° d ° 8 a • ° CONT THRU PIER GRADE BEAM REINF LQ ) (`./ -1 • = • • s •d i d • (TRIPLE ® A.B.) ° °d (4) #6 VERT o Q a a (10) # VERT ° a W Q d s ° ° (4) 16 VERT d ° (10) #6 VERT • • n = O — ° d a ( #6 VERT • • !j GRADE REINF ° GRADE BEAM REINF a a U —0 4 ° s ° d REBAR CAGE (8) #6 VERT ° a CONTHRU PIER a d d CONT THRU PIER • GRADE BEAM REINF ° (8) 16 VERT SECTION B -B REBAR CAGE ° TIN 4-- SECTION B –B CONT THRU PIER ° ° TOP OF WALL EL = 102' -0" OP OF WALL EL = 100' -0" SEC 0 REBAR CAGE d GRADE BEAM REINF _ -.r ® ct cw 0 CONT T PIER SECTION B -B SECTION B B SECTION 8 -8 z 0. in SECTION 13 - PIER BP12 —B PIER BP13 —B sECrIO e -e p _ o 4 PIER BP11 - { PIER BP15 —B PIER BP16 —B — `� PIER BP10 —B PIER BPI B PIER BP1 d Y , ° n d d ° l' 1/2 d d a ° a a ° ° C Q°° a ° l' -8 N rn a d a p ° - ° 1' — Du 8 n � N d ° O O O O EXITSTING BUILDING WALL ,` r w , z = da a ° a o p° O O O O W o O r Ln O O O O a o o ° O O O O d O O O o o O O O O p a 8 � ° EXISTING BUILDING ° 8" 2' -8" O O p p w r�1 Q a r, o n ° n 4 » n 3 -4 0 ° L n Q LL o %2 8 8 2 -6%2 5 I I BASE PLATE U ° BASE PLATE a • • 3' -o" 8 " 1' - SECTION A - SECTION A -A W W Z SECTION A -A SECTION A -A SECTION A -A [ SECTION A -A w Lo w GRADE BEAM REINF O <C "t GRADE BEAM REINF CONT THRU PIER 04 c~r> CONT THRU PIER p., N a ° d i -- I o z 11 a ° 1 3 TIES ® 10" O.C. --1 (n E O ° a • °d • d a • a ° ° • # TIES ® 10" O.C. °. d ! / – (TRIPLE ® A.B.) E 1 a- 0 //7, 13 TIES ® 10 O.C. •d d (TRIPLE ® A.B.) I° a #3 TIES ® 10" O.C. ° #3 TIES ® 10" O.C. (TRIPLE ®A.B.) o a (18) 16 VERT #3 TIES ® 10" O.C. (TRIPLE ® A.B.) d d CONT THRU PIER d ° (TRIPLE ® A.B.) o °— I °° (4) 1 6 VERT • ° • • d ° ° (TRIPLE ® A.B.) a a a (18) 1 6 VERT V-4 ° (4) #6 VERT (8) #6 VERT GRADE BEAM REINF ° ° ° PROJECT NO. (8) # 6 VERT a ° REBAR CAGE 207113 • • REBAR CAGE a SECTION B -B SHEET NO. SECTION B -B SECTION B -B SECTION B -B SECTION 8 -8 SECTION B -B S3 PIER BP03 —B PIER BPO4 —B PIER BP07 —B PIER BP08 —B1 PIER BP08 —B2 PIER BP09 —B I [ OF THREE T_._ :.r 1 1 �mimiiiiim f 1, AL r_ 4 i T_._ :.r 1 1 �mimiiiiim f 1, AL 0.212 78 0.21 - 78 0.0 79 40 0.079 28 0.0n 31 0.079 46 0 20 0479 10 .07 10 :0 9 10 f I14 P2 AtMG s 0.079 — 12 0.079 18 0.079 24 0.079 6 0.212 19 0.1 1 *41 ' i 07 } 6 34 21 EAax V Current .z Cil'ciit C+t TOW I I- _ � ��; » Dovkv prow Votto" ; of Drip frog" _ Perms Current do*.* Device eoutce ' A oevirc* t I 0.212 26-22 0.18 1 Device 2 Devi" 3 D"Co 4 Device 6 ovice It Device $ 20.20 0.20 ix w •t a• airy r s�:►�.i.►v'•`�wiw SECONa' - OR, aR E .� e 1 *41 0.59 3x �* 111 45 0.95 5% t a 19.39 1.02 5% F �ft AWL ,; » », 0.36 1.04 5z x Jt '19,34 1.06 5Z T 1. — 15.32 #.06 5X otols i ....- ....r" f+ ; _ i ( _ 1 CO "r ) 3 f k .dC 1 B - 1 L €` ? a ., t €3 — 201� j 110 _ I 2 — ,116 2 TWSP bµ;A ry 6 10 2 14 AWG ' 24.3 Ft 15 , I 3 � FMS HS EOL � fr t r NI -11 15 Ilk , s f B -21 job 54 F, 2/4 u X \— # 22/4 LU 0. �' 1.9f1Y1�1#�10r1 y , ff g — 22 goad i75 54 Ft a� 20 VAC i r Oa- e38 fit• , w •t a• airy r s�:►�.i.►v'•`�wiw SECONa' - OR, aR E .� SECONa' - OR, aR E .� e a e r#+* ��+�;�• w AL 2AVY t , s .ti _,; �r iitdh 9011 ,< I�e�JMq►�hirsi.�ltll� . F �ft AWL ,; » », x o- - (S�_ — ``../— — am 0-- I I I } J G RUC 3 20 OF REXBUT� - PLUMBING SYMBOL LEGEND c� — — — — DOMESTIC HOT WATER (DHW) ~ DOMESTIC WATER SUMMARY �k w Lu T C.W. FIXTURE UNITS = 233* N = Q 0 DEMAND LOAD FLOW = 90 GPM m � w o 0 ° CO CLEANOUT Q cc iWaZ LL 0 SEWER DISCHARGE SUMMARY WCO WALL CLEANOUT Lu 3: ~ W co WASTE FIXTURE UNITS = 79* z ESTIMATED DAILY DISCHARGE INTO SANITARY SEWER SYSTEM = 1200 GAL /DAY * UPC FIXTURE UNITS. NATURAL GAS LOAD SUMMARY EQUIPMENT LOAD AHU -1 -- - - - - -- 180 MBTU /HR W A AHU -2 -- - - - - -- 180 MBTU /HR E AHU -3 -- - - - - -- 180 MBTU /HR AHU -4 -- - - - - -- 125 MBTU /HR H Total -- - - - - -- 665 MBTU /HR 0 MEDIUM PRESS. NAT. GAS — 2 PSIG INLET M W UTILITY SUMMARY Y) - PLUMBING SYMBOL LEGEND c� — — — — DOMESTIC HOT WATER (DHW) ~ — — — DOMESTIC COLD WATER (DCW) �k - - - -- NATURAL GAS �J x SANITARY SEWER - - - - - -- SANITARY VENT W m GAS METER m � � HOSE BIBS w CO CLEANOUT Q COTG CLEANOUT TO GRADE FCO FLOOR CLEANOUT WCO WALL CLEANOUT Q KEY NOTES - THIS SHEET (D SEWER & VENT PIPE TO BE PVC DWV OR ABS DWV PIPE & FITTINGS. 20 ANY UNDERSLAB SANITARY PIPING MUST BE 2" OR GREATER O3 VENT THROUGH ROOF (VTR) PIPE EXTENSIONS TO BE 3" CAST IRON & EXTEND A MINIMUM OF 16" ABOVE THE ROOF a4 SANITARY PIPING SIZED AT 1/4" PER FOOT SLOPE QS EACH FIXTURE TO HAVE ACCESSIBLE ANGLE STOP VALVES 06 DO NOT INSTALL WATER PIPING IN OUTSIDE WALLS ( NATURAL GAS METER & CONNECTION BY GAS COMPANY LATE: 8/24/2007 I� QUANTUM GROUP ❖ ENGINEERING �► �� F F� PIIC 543 West 19th Street N m A Idaho Falls, Idaho 83402 (208) 523 -8068 fax 524 -8235 q E 0, �O 1 � 1 • • � l • Plumbin Site Pian `' ," "' y "' `*I 2"DCW FROM CITY WATER SCALE: 1 /8 " =1' -0" T4 PLUMBING SYMBOL LEGEND o SANITARY SEWER W m m co raw w 0 cn 3: 0 — — — SANITARY VENT 50 0 < 0 w rf- ci co CLEANOUT of < z u- COTG CLEANOUT TO GRADE ui w FCO FLOOR CLEANOUT z co 0--ji FA --------- WCO WALL CLEANOUT 0— COQ a— KEY NOTES - THIS SHEET (D SEWER & VENT PIPE TO BE PVC DWV OR ABS DWV PIPE & FITTINGS. D ANY UNDERSLAB SANITARY PIPING MUST BE 2" OR GREATER VENT THROUGH ROOF (VTR) PIPE EXTENSIONS TO BE 3" CAST IRON & EXTEND A MINIMUM OF 16" ABOVE THE ROOF SANITARY PIPING SIZED AT 1/4" PER FOOT SLOPE �x Q�� Q UA N TU M Ix R U U Jr •0 ENGINEERING S c cQ PLLc A RL E V I 10 N 543 West 19th Street 1 First Floor Sanitar Idaho 83402 y Plumbing Plan Idaho Falls, Cf SCALE: 1/8 -1 ' -0" (208) 523-8068 fax 524-8235 C. 0 JDATE: 8/24/2007 W � Y) 6 X0 �A � (1� c7 � z w Z `� � �w � z �A a � w 0 A 0 > 7im VA V1 co O W � H O � W � x W Z � U1 � z p4 X O a 41 Q!� �A a � w o Za � w� x � F z �a a �A w W �A Z Z w , to 00 0 c� C D � w t- Ix 0 C14 w m w w ch Cl) co W Ua w C) WQZ LL J w H H w to Z V1 co O W � H O � W � x W Z � U1 � z p4 X O a 41 Q!� �A a � w o Za � w� x � F z �a a �A w W �A Z Z w , to 00 0 c� C a o- o° 1 2 3 4 5 6 7 8 PLUMBING SYMBOL LEGEND — — DOMESTIC HOT WATER (DHW) DOMESTIC COLD WATER (DCW) — — — NATURAL GAS ® GAS METER 0 A3 HOSE BIBB KEY NOTES — THIS SHEET O EACH FIXTURE TO HAVE ACCESSIBLE ANGLE STOP VALVES 2Q DO NOT INSTALL WATER PIPING IN OUTSIDE WALLS 3Q DHW & DCW PIPING TO BE PEX, COPPER OR CPVC ® 1/2" DHW & 1/2" DCW TO FIXTURE 5Q 1/2" DCW TO FIXTURE © 3/4" DCW TO FIXTURE 70 1 " DCW TO FIXTURE ® PLUMBING FIXTURES ARE LOCATED ON SECOND FLOOR ABOVE Q9 NATURAL GAS METER &CONNECTION BY GAS COMPANY � o W � H 0 U) W Y) Q; x W 6 XO � w z wz� �w z� W A A a M �A O > w w X A E- ffirf-J First Floor Domestic Plumbing Plan SCALE: 1 /8 99 =1 ' -0" 0 QUANTUM GROUP cq ❖ ENGINEERING �.► c PLLC co 543 West 19th Street A Idaho Falls, Idaho 83402 (208) 523 -8068 fax 524 -8235 PRar _ � o 13Q OF m cri a z p �--� W W � wwM w �a 0 o XQZ LL W ' J J w W U) M � o W � H 0 U) W Y) Q; x W 6 XO � w z wz� �w z� W A A a M �A O > w w X A E- ffirf-J First Floor Domestic Plumbing Plan SCALE: 1 /8 99 =1 ' -0" 0 QUANTUM GROUP cq ❖ ENGINEERING �.► c PLLC co 543 West 19th Street A Idaho Falls, Idaho 83402 (208) 523 -8068 fax 524 -8235 PRar _ � o 13Q OF m cri a z p �--� V1 V1 O W � v O CO W V1 <� w z 6 X0 �A w W o Za w� z �A Q o M WLo � IN sIMIAO-m-kil o W w t- w co wwM CO JO O o WOO � C) MQZ LL J J W w H W to Z V1 V1 O W � v O CO W V1 <� w z 6 X0 �A w W o Za w� z �A Q o M WLo � IN sIMIAO-m-kil KEY NOTES — THIS SHEET O1 SEWER & VENT PIPE TO BE PVC DWV OR ABS DWV PIPE & FITTINGS. 20 ANY UNDERSLAB SANITARY PIPING MUST BE 2" OR GREATER O VENT THROUGH ROOF (VTR) PIPE EXTENSIONS TO BE 3" CAST IRON & EXTEND A MINIMUM OF 16" ABOVE THE ROOF ® SANITARY PIPING SIZED AT 1/4" PER FOOT SLOPE SQ DISHWASHER (P7) DRAINS TO KITCHEN SINK (P6) GARBAGE DISPOSAL DISHWASHER CONNECTION 0 2 "V I S " A Sanitary Plumbing Detail P6 SCALE: 1/4 " =1' -0" 3 "V -- I ( P8 3"V RISER TO BOVE Wco 2 Wco 3"V 2 ) �P _ 2 "V 3 2 "V RISER, V 2V -- — 2 3" �) FD FD 2" 2" 3" ` 2 "V 3" 1 �y 3" 4" T 7 =lwcd - 3 "SAN. DROP FROM ABOVE 2 "V F B Sanitary Plumbinq Detail P6 SCALE 1/4 19 =1 ' —0" E Sanitary Plumbing Detail P6 SCALE: 1/4 vp =1 ' —0" WCO, 2 "VTR ( 3 "SAN. DROP TO BELOW :R, WCO F Sanitary Plumbing Detail P6 SCALE: 1 /4 01 =1 ' —0" O 11 "V RISER, 1 j "VTR 2 "SAN. DROP TO BELOW WCO 3" 11 "V RISER, WCO 3" 3" 3 "SAN. DROP TO BELOW c Sanitary Plumbing Detail P6 SCALE 1 /4 11 =1 ' —0" 4" 3 "V 4" FD 2" 2" - "V WH 2 "V " 4" WCO 2 "V RISER, WCO C Sanitary Plumbing Detail P6 SCALE: 1/4 $I i $_ I ll IN 11 2" D Sanitary Plumbing Detail P6 SCALE: 1/4 " = i I J JAm. unur IV 6GL V W H Sanitary Plumbing Detail P6 SCALE 1/4 19 =1' -0" 3" 11 "V RISER, WCO 11 2" : "SAN DROP FROM ABOVE, WCO I "v J "v 1 1 "V NO 2" 1 1 "V 2 " � 2 - SAN. DROP TO BELOW r_i`�Sanitary Plumbina Detail P�SCALE: 1 /4 11 =1 I QUANTUM GROUP cq 0 ❖ ENGINEERING ❖ PLLC 0 543 West 19th Street a Idaho Falls, Idaho 83402 (208) 523 -8068 fax 524 -8235 �� GIIV i 14 136' r � C . 0' 40 SANITARY SEWER — — — — — — — SANITARY VENT CO CLEANOUT COTG CLEANOUT TO GRADE FCO FLOOR CLEANOUT WCO WALL CLEANOUT IN 11 2" D Sanitary Plumbing Detail P6 SCALE: 1/4 " = i I J JAm. unur IV 6GL V W H Sanitary Plumbing Detail P6 SCALE 1/4 19 =1' -0" 3" 11 "V RISER, WCO 11 2" : "SAN DROP FROM ABOVE, WCO I "v J "v 1 1 "V NO 2" 1 1 "V 2 " � 2 - SAN. DROP TO BELOW r_i`�Sanitary Plumbina Detail P�SCALE: 1 /4 11 =1 I QUANTUM GROUP cq 0 ❖ ENGINEERING ❖ PLLC 0 543 West 19th Street a Idaho Falls, Idaho 83402 (208) 523 -8068 fax 524 -8235 �� GIIV i 14 136' r � C . 0' 40 � o W � r r l �J v O rV1 W V1 � x W Q � w a 6 X0 w w� w Z a H U ► A z � w �A } 00 WF M W w w co 0 W U Q 0 o W. LL � J J UJ N C �> V) LLJ z ' � o W � r r l �J v O rV1 W V1 � x W Q � w a 6 X0 w w� w Z a H U ► A z � w �A -- 00 0 vi 7;1 C �> V) ' -- E H 0 U) W � x W � � A z X w w W� w Z �w " A a a M z WLO � d f� m A 00 0 w t— w w w M Cf) W V Q 0 XQZ u- 0 J J w H w cn Z E H 0 U) W � x W � � A z X w w W� w Z �w " A a a M z WLO � d f� m A 00 0 GENERAL NOTES TO ALL SHEETS i. CONFIRM THE EXACT LOCATION OF ALL EQUIPMENT PRIOR TO MAKING PLUMBING ROUGH -IN. 2. ALL WATER & DRAIN LINES OUTSIDE OF THE BUILDING SHALL BE A MINIMUM OF TWELVE INCHES BELOW THE LOCAL FROST LINE. (MINIMUM DEPTH - 4' -0 " ) 3. CONFIRM THE EXACT LOCATIONS WHERE SEWER, WATER & GAS LINES ENTER OR LEAVE THE BUILDING PRIOR TO ROUGH -IN. 4. INSTALL PEX WATER PIPING BELOW GRADE & INSULATE PER THE INSULATION SCHEDULE THIS PAGE TO PREVENT FREEZING. ALL PEX PIPING JOINTS ARE TO BE MADE ABOVE GRADE, NO JOINTS ARE TO BE MADE UNDER THE SLAB. DHW & DCW TO COME UP THROUGH SLAB WALL /CABINET TO FIXTURES. 5. THE TERM "ROUGH -IN" INCLUDES AT PROPOSED LOCATIONS: 1) SHUT OFF VALVES OR STOPS AT HOT & COLD WATER STUB OUTS. 2) VENT PIPE THROUGH ROOF OR CONNECTED TO VENT SYSTEM. 3) DRAIN LINE TRAPPED & VENTED, STUBBED THROUGH THE WALL, OR FLOOR & CAPPED. 6. ANY PENETRATIONS THROUGH OR TRENCHES IN CONCRETE FLOORS OR PARTITIONS SHALL BE SAW CUT OR CORE DRILLED & PATCHED BACK TO MATCH SURROUNDINGS. 7. ANY PENETRATIONS THROUGH FIRE RATED PARTITIONS, FLOORS OR CEILINGS SHALL BE SEALED WITH SCOTCH -3M NO. FS 195 WRAP & NO. CP25 CAULK AS PER MANUFACTURER'S RECOMMENDATIONS. 8. WHERE A PLUMBING FIXTURE COMES IN CONTACT WITH THE WALL OR FLOOR, THE JOINT BETWEEN THE WALL OR FLOOR SHALL BE MADE WATERTIGHT. 9. DO NOT INSTALL EXPOSED PIPING ABOVE OR WITHIN THE CODE REQUIRED WORKING CLEARANCES OF ANY ELECTRICAL PANEL BOARD OR SWITCH GEAR (30" WIDE OR THE WIDTH OF THE PANEL, WHICHEVER IS GREATER & 36" IN FRONT - FLOOR TO CEILING.) COORDINATE WITH ELECTRICAL CONTRACTOR. 10. MAKE ALL CONNECTIONS TO OWNER SUPPLIED EQUIPMENT REQUIRING PLUMBING CONNECTIONS. 11. PROVIDE & INSTALL MANUAL SHUT OFF COCKS SUCH AS MUELLER NO. T220 AT ALL GAS CONNECTIONS TO GAS FIRED EQUIPMENT. ALL GAS PIPING INSTALLED UNDER THIS CONTRACT SHALL BE PAINTED PER SPECIFICATIONS. PAINT MAIN SHUT OFF VALVE RED & LABEL "MAIN GAS SHUT OFF" WITH A PERMANENT LABEL. 12. ALL PLUMBING INSTALLED UNDER THIS CONTRACT SHALL BE INSTALLED IN STRICT CONFORMANCE TO THE LATEST APPROVED VERSION OF THE UNIFORM PLUMBING CODE AS WELL AS ANY LOCALLY ADOPTED AMENDMENTS TO THAT CODE. 13. ALL VERTICAL PIPING WITHIN THE BUILDING SHALL BE SUPPORTED BY APPROPRIATE HANGERS AT 4' -0" O.C. ALL HORIZONTAL PIPING WITHIN THE BUILDING SHALL BE SUPPORTED BY APPROPRIATE HANGERS AT 8' -0" O.C. NO PERFORATED PIPE STRAP SHALL BE ALLOWED. 14. ALL SANITARY SEWER VENTS THROUGH THE ROOF SHALL BE ROUTED & POSITIONED AS REQUIRED TO MAINTAIN 10' -0" MIN. CLEARANCE BETWEEN VENT & MAKE UP OR FRESH AIR INTAKE. 15. ALL SANITARY SEWER VENTS THROUGH THE ROOF SHALL BE A MINIMUM OF 3" DIA. TO PREVENT FROST CLOSURE, 12" BELOW ROOF TO A MINIMUM OF 16" ABOVE ROOF. 16. SANITARY SEWER DRAINAGE SYSTEM SHALL BE TESTED WITH 10' MINIMUM HEAD OF WATER AFTER INSTALLATION. BUILDING SEWERS LOCATED BETWEEN THE LOWER END OF THE BUILDING DRAIN & ANY SEWER SYSTEM THAT IS CONNECTED SHALL BE INSPECTED PRIOR TO BURIAL. TEST SHALL BE BY WATER OR AIR & SHALL BE FOR THAT PORTION OF THE PIPE EXTENDING FROM THE CONNECTION TO THE BUILDING DRAIN ON ONE END TO A CLEANOUT LOCATED AT THE PROPERTY LINE AT THE OTHER END. SEWER LINE SHALL BE FULLY SUPPORTED AT TIME OF TEST, WITH ALL JOINTS EXPOSED FOR INSPECTION. MINIMUM GRADE SHALL NOT BE LESS THAN J" OF AN INCH PER FOOT. 17. SANITARY DWV SYSTEMS FROM THE LOWER END OF BUILDING DRAIN TO A POINT 16 INCHES ABOVE THE ROOF SHALL BE TESTED PRIOR TO BEING COVERED. TESTING SHALL BE BY MEANS OF WATER OR AIR OR OTHER APPROVED MEANS & SHOW NO EVIDENCE OF LEAKING. IF USING THE WATER TEST, EACH SECTION SHALL BE FILLED WITH WATER TO A POINT NOT LESS THAN 10 FEET ABOVE THE HIGHEST FITTING IN THE SYSTEM, OR TO THE HIGHEST PONT OF THE COMPLETE SYSTEM. THE WATER LEVEL SHALL BE MAINTAINED FOR NOT LESS THAN 15 MINUTES. WHEN USING AIR AS A TEST MEDIUM, THE ENTIRE DWV SYSTEM SHALL BE SEALED AND A PRESSURE OF 5 PSIG SHALL BE MAINTAINED FOR NOT LESS THAN 15 MINUTES. 18. WATER SYSTEMS SHALL BE TESTED PRIOR TO BEING COVERED. TESTING SHALL BE WITH WATER AT A PRESSURE NOT LESS THAN 25 PSIG ABOVE WORKING PRESSURE OF THE SYSTEM. THE WATER USED FOR TESTS SHALL BE FROM A POTABLE WATER SOURCE. 19. WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER ONE -THIRD AND LOWER ONE -THIRD OF THE APPLIANCE VERTICAL DIMENSIONS. AT THE LOWER POINT, THE STRAPPING SHALL MAINTAIN A MINIMUM DISTANCE OF 4 INCHES ABOVE THE CONTROLS. 20. CONTRACTOR TO PAY ALL FEES & OBTAIN ALL PERMITS & INSPECTIONS. PLUMBING FIXTURE SCHEDULE TYPE DESCRIPTION W V CW HW ABOVE FLOOR W ATER CLOSET - KOHLER - K -4350 PRESSURE GAUGE W/ BALL VALVE 40' — 180' T &P RELIEF VALVE P 1 1.6 GPF, WHITE VITREOUS CHINA, ELONGATED BOWL W 3" 2" 1" - REFRIGERANT BEMIS 1955C SEAT, SLOAN 111 FLUSHOMETER & CARRIER 1/2 ARMAFLEX U Waz ADA WATER CLOSET - KOHLER - K -4368 W w P2 1.6 GPF, WHITE VITREOUS CHINA, ELONGATED BOWL W/ 3" 2" 1" - z BEMIS 1955C SEAT, SLOAN 111 FLUSHOMETER ADA WATER CLOSET - KOHLER - K -3427 P3 1.6 GPF, WHITE VITREOUS CHINA, ELONGATED BOWL W 3" 2" 1/2" - BEMIS 1955C SEAT & K -7637 ANGLE SUPPLY W/ STOP URINAL - KOHLER - K- 4989 -T P4 1.0 GPF, WHITE VITREOUS CHINA, SIPHON JET, TOP SPUD 2" 1 -1/2" 3/4" - W/ SLOAN ROYAL 186 -1.0 FLUSHOMETER & CARRIER ADA COUNTER TOP LAVATORY - KOHLER - K- 2196 -4 P5 1 -1/2" 1 -1/4" 1/2" 1/2" WHITE VITREOUS CHINA W/ OVERFLOW, K- 15593 -P FAUCET K -13885 OFFSET GRID DRAIN & K -8999 P -TRAP ADA WALL HUNG LAVATORY — KOHLER — K -1729 P6 WHITE VITREOUS CHINA W/ OVERFLOW, K- 15593 —P FAUCET 1 -1/2" 1 -1/4" 1/2" 1/2" K -13885 OFFSET GRID DRAIN & K -8999 P —TRAP COUNTERTOP SINK - ELKAY - LRAD1918 -3 P SINGLE BOWL SINK, 3 -HOLE 18 GA. 304 STAINLESS STEEL 2" 1 -1/2" 1/2" 1/2" W/ KOHLER K -15171 FAUCET & K -8801 STRAINER SERVICE SINK - KOHLER - K -6710 P Q U 28 "x28" ACID RESISTANT ENAMEL COATED, CAST IRON 2" 1 -1/2" 1/2" 1/2" FLOOR MOUNTED W/ KOHLER K -8928 FAUCET ADA SHOWER STALL - AQUAGLASS - 634139E -R P g W/ KOHLER K -T1561 1 SHOWER TRIM KIT & K -304 -K 2" 1 -1/2" 1/2" 1/2" RITE -TEMP PRESSURE /TEMPERATURE BALANCING VALVE OWNER SPECIFIED FIXTURES P 1 0 2" 1 -1/2" 1/2" 1/2" ICEMAKER CONNECTION BOX - WATERTITE - MIB -1 88048 P 11 - - 1/2" - METAL, POWD COA W/ 1/4 TURN VALVE INSTALLED DHW EXPANSION TANK - AMTROL - ST -12 THERMXTROL P 12 - - 3/4" 4.4 GALLON TOTAL VOLUME, OPEN SYSTEM FOR DOMESTIC HOT WATER EXPANSION THERMOSTATIC MIXING VALVE - SPARCO - AM- 102C -1 P 13 - - 1" 1" 120 - F MAXIMUM DOMESTIC HOT WATER TEMPERATURE DHW RECIRC - GRUNDFOS - CS -1 COMFORT DHW SYSTEM P 14 - - 1/2" 1/2" W/ UP 15- 10SU7P /TLC PUMP (P14A) & 4 THERMAL BYPASS VALVES (P14B) LOCATED AT FARTHEST FIXTURES HOSE BIBB - WOODFORD - MODEL 17 H B NON- FREEZE TYPE W/ VACUUM BREAKER - - 3/4" - MOUNT 18" ABOVE FINISH GRADE. FLOOR DRAIN - WATTS - FD -100 -A FD EPDXY COATED CAST IRON BODY W/ VO ADJUSTABLE 2" 2" - - STRAINER & 2" NO HUB OUTLET BACKFLOW PREVENTER - WATTS - 009M2QT 2" B F 1 - - 2" - REDUCED PRESSURE ZONE ASSEMBLY, CAST BRONZE BODY W/ SHUTOFF VALVES & TEST COCKS ELECTRIC WATER HEATER - A.O. SMITH - PCRT -80 W H - - 3/4" 3/4" 80 GALLONS, 4500 W, 240V/10, W/ AQUASTAT CONTROL & FACTORY SUPPLIED P &T VALVE NOTES: 1. INSTALL PROTECTIVE INSULATION ON P -TRAP AND DHW PIPING PER ADA STANDARDS. 2. FAUCET TEMPERATURE SETTINGS ARE TO BE CHECKED AND ADJUSTED TO A MAXIMUM TEMPERATURE OF 120 °F AT THE FIXTURE. SAME AS COTG. WALL CLEANOUT (WCO) — PLUMBING SYMBOL LEGEND SYSTEM TYPE CIRCULATION PUMP Cg THERMOSTATIC MIXING VALVE e FULL PORT BALL VALVE ABOVE FLOOR UNION POLYOLEFIN PRESSURE GAUGE W/ BALL VALVE 40' — 180' T &P RELIEF VALVE N CHECK VALVE Tir THERMOMETER W/ WELL WATER METER BFt (RP) n L�J 2 "DCW FROM CITY WATER ►-�-i � �N DIELECTRIC UNION APPLIANCE MANUAL MAIN SHUT -OFF VALVE GROUND ESCUTCHEON JOINT UNION VT DRIP LEG -� SAME SIZE AS DROP SCALE NTS Gas Fixture Connection Detail J a U W > FLOOR DRAINS CONNECTED TO SAN. SEWER ARE TO BE INDIVIDUALLY VENTED. SEE DETAIL BELOW. VENTS ARE TO RUN TO THE NEAREST WALL AND THEN UP TO THE COMMON VENT THROUGH THE ROOF. ADD WALL CLEAN OUT TO VERTICAL VENT AT CONVENIENT LOCATION. VENT, SLOPE PER CODE. INSULATION SCHEDULE SYSTEM TYPE FLUID TEMP. RANGE ( °F) INSULATION TYPE HOT & COLD WATER 40 . — 180 1" CLOSED CELL ABOVE FLOOR POLYOLEFIN HOT & COLD WATER BELOW FLOOR 40' — 180' 1/2" ARMAFLEX ROOF DRAIN & 35' — 100' 1" FIBERGLASS W/ OVERFLOW DRAIN 0 VAPOR BARRIER REFRIGERANT 35' — 140' 1/2 ARMAFLEX 1 "DHW P -14A �- 2 "DCW SWING CHECK 2 „ 1 „ T &P 1 , T &P RELIEF VALVE FACTORY J SUPPLIED W/ WATER HEATER (TYPICAL) FULL SIZE LINE T0�/ FLOOR DRAIN (FD) (TYPICAL) DOMESTIC WATER SERVICE PIPING SCHEMATIC SCALE NTS oi I_DATE: 8Z24 DROP FROM MAIN. SEE PLAN FOR SIZE. CHROME WAL COVER & SCRE\ FLOOR LINE MAY EXTEND AS WASTE OR VENT WALL CLEANOUT TEE W/ PLUG D FLEXIBLE GAS OR. 18" MAX. 1/8 BEND --�)— BALANCE OF PIPING WASTE LINE BRASS C.O. PLUG W/ COUNTERSUNK HEAD. FINISHED GRADE j 16" SQ. CONCRETE PAD. TROWEL SMOOTH & BEVEL EDGES. � \ �1/8 BEND WASTE LINE. 1—� LENGTH TO SUIT. CLEANOUT TO GRADE (COTG) SANITARY CLEANOUT DETAILS SCALE NTS 1" ANCHOR STRAPS (TYPICAL) 2 PAN W/ DRAIN TO FLOOR DRAIN (TYPICAL) QUANTUM GROUP cq 0 ❖ ENGINEERING ❖ 0 Plic 543 West 19th Street a Idaho Falls, Idaho 83402 (208) 523 -8068 fax 524 -8235 P13 1 " WH PR OF GIN OF 0' 40 I� � o W � E -+ 0 U) W Y) -tt c� w ca x x a" W � A C7 o Za z w H �w w A w H 0 A u p4 W z r o � 1111 W W W m co co izi 0 vi 0 W U O U Waz u- 0 W w Q W z I� � o W � E -+ 0 U) W Y) -tt c� w ca x x a" W � A C7 o Za z w H �w w A w H 0 A u p4 W z Sanitary Floor Drain Venting Detail SCALE: NTS 0 vi C) CCD Sanitary Floor Drain Venting Detail SCALE: NTS I CW HCM36918MP •m,• IM- i 1!Y ME A m amm m oy g4 Illy 4. 0 44 !7 Y1 wm1q v FM in i �� 1 iJ1'L', } li 1 1/fG �a t i/f!'G ytp Ihr qm I `-+ if^ M PAN EL TP1' CIR NO. (� MAIN BRKR, 8W AMPS 4 FEED BOTTOM at SURFACE LOAD WATTS CLASS 277/480V 30 4W LOAD NAME ❑ MAIN LUGS ONLY ❑ FEED TOP 20 ❑ FLUSH LOCATION SEE PLAN 2400 2600 2600 1300 2200 2400 1 F 2 - 200 -- 1 1600 1 20 1200 2 RECEPTACLES MAKE MODEL SO D I -LINE ❑ MAIN SW. AMPS DIMENSIONS 1400 4 LOAD NAME OR LOAD BRK LOAD OLE o BRK LOAD CIR LOAD NAME 6 NO. WATTS AMP 71 500 1000 AMP WATTS NO. PANEL -PP2 8 27500 250 3 1 475001 1 1200 3 200 1 20000 21 EQP J BOX 11 500 26000 - - 1 46000 - - 20000 4 13 1200 1600 24800 - I - 1 44800 - - 20000 6 480 VOLT DROP 71 18000 100 13 1 3 100 10000 8 480 VOLT DROP 18000 - - 28000 - - 10000 10 ill 18000 - - 2$000 - - 10000 12 480 VOLT DROP 131 10000 100 3 20000 3 100 10000 14 480 VOLT DROP 151 10000 - - 200 - - 10000 16 1 71 10000 - - 20000 - - 10000 18 480 VOLT DROP 19 10000 100 3 1 20000 3 100 10000 120 EST, FUTURE LOADS 1 10000 - - 20ppp - - 10000 22 10000 - - ® - - 10000 24 PALL -L1 5 50000 250 3 60000 3 100 20000 26 EST, FUTURE LOADS - 271 50000 - - 600tX1 - - 1 10000 28 - 9 50000 - - 60000 - - 10000 30 EST, FUTURE LOADS 31 15000 150 3 31200 3 100 16200 321 PANEL -1_2 33 15000 - - 28000 - - 13000 34 1 35 5000 - - 26000 - - 11000 36 SP RE 37 .1 150 3 L� � 3 100 38 R 39 - - 1� - - 40 Al _ _ _ _ A7 206700 202000 200800 TOTAL LOAD /PHASE AMPS 747 730 725 S.C. INT CAP /BKR, 10 K AMPS. FEEDER CONDUCTOR SIZE: (2) SETS 4- #500 MCM + GROUND CONDUIT SIZE (2) SETS 4' REMARKS: (1) DO NOT ROUTE THROUGH CONTROL RELAY PANEL 'R1A MAIN BRKR. 250 AMPS FEED BOTTOM SURFACE CLASS 120/208V 30 4V ❑ MAIN LUGS ONLY 4 FEED TOP FLUSH LOCATION SEE PLAN MAKE MODEL SG D NOM ❑MAIN SW. AMPS DIMENSIONS 20'x39`x5 314• LOAD NAME CIR NO. LOAD WATTS BRK AMP 13RK AMP LOAD WATTS CIR NO. LOAD NAME z RECEPTACLES 1200 20 h-4 1 2400 2600 2600 1300 2200 2400 1 F 2 - 200 -- 1 1600 1 20 1200 2 RECEPTACLES 1200 1400 4 1000 1600 6 71 500 1000 800 8 1 1200 10 1 11 500 1 1000 121 13 1200 1600 1000 14 800 16 1 171 1200 1 1 1 1 500 18 1 191 1000 1200 20 21 800 800 122 SPARE IPANEL-RIB M OON -..,, I taillm ,,.■ : 1 1 �Immmm SEEM= 10000 15013 1110000 12250 - - 14 Im I _ POWERED VENTS WATTS 20300 23450 20150 TOTAL LOAD/PHASE AMPS 170 196 168 S.C. INT CAP/BKR. 10 K AMPS, FEEDER CONDUCTOR SIZE: 4 #250 CONDUIT SIZE REMARKS: r W 02 � � o ww? W 1- -�1 0 1� U V 0 W w N W P4 � yl Ux 4 N w�A w z F-■1 0 h-4 A= A 0 \ll o SS �pNAL F,� 8270 OF 0 D P P� JOB ilk 0768 A Y N E *ers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fox (208) 232 -1435 0 w w�A w z \ll o SS �pNAL F,� 8270 OF 0 D P P� JOB ilk 0768 A Y N E *ers 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fox (208) 232 -1435 0 w i A OD FFCf. I • • SURFACE CLASS 0/ Vt MAIN WGS ONLY =_ 0 FEED TOP x WW o z g 0 FLUSH LOCATION �� zp4� o o A A � ►a�A �D z � A �0 • �_ I � z W ,� MAIN DIMENSI KI Y .H LOAD NAME 03 L! 157-1 OMNI I EVEN W.W iiiiiFil, mom . M „► 1111■■■■■■■■■ ► ► 1111■■ l■■■ 030111 ■■ ■■■ �� , I 1111■■ " �■■■ 13M� ■ ■■ ■��■■■■■■ � � � 1111■■ ." �■■■ �,I o■■�■■■■i■ ■■�■r■■ , ► ► 1111■■ � � � �■■■ :� � m■■■■■■■� ■ 1111■■ " l■■■ m■■ ■■�■■■■■��m 1111■■ ", I■■■ ®�11■■■■�■ �� „ 1111■■ 15 i■■■ MINE ■■�■ ��■■■■■m 11■■■ N■■■ m■■■�■■■■r■ 1]1111 IN on 1111■ : ► 1111■ :11 l■■■ ► ► m■■■.■■■■ MOM■■■�■■■■ _ ► ► 1111 =" l■■■ m■■■■■■■■■■ ■■��■■■■m � � 1111■■, i■m■ ,,, m�■■�■■■■ M ■■1111 1o■■ m1110�� IMM MEMO! �� ,� m � ► 1111■■ " �■■■■■■■ ®■��■■■■■■■■■ IM r'�:!1 3,kMg � :,► 1111■■ " ■■ ■gym ■��■■ E2. ®■■1111 1 ■ ■ ■�Q�■ NO lion gyMEN �� m■N■■�■o ■� am■�o m■■■11■v ■� es�m L OAD/PHASE TOTAL i S.C. INT CAP/BKR. AMPS 94 log 94 FEEDER C ONDUCTOR SIZE: 411111 CO NDUIT L REMARKS: Wh OD FFCf. �+ A td Vt H x WW o z g o p.� W � U v O U W w � U Z a �D 6 vo �+ A td Vt � x WW o z g o p.� �� zp4� o o A A � ►a�A �D z � A �0 � o z W ,� oNaL £N�. G \S TF,p� L 8270 F OF ADD QA JOB # 0768 A Y n eon e._e a Inc. 1823 E. Center Pocatello, Idaho 83201 tel (208) 232— 4439 fox (208) 232 -1435 It 0 C\2 W Square D ILlne Parini Board Type HCM 480V 3ptwm 4 800 Arnp Calf! HCM36918MP "DD1" LUMINAIRE SCHEDULE 'Li' 19500 MAIN BRKR. AMPS Symbol Label Oty Cala" Number Desor"on Lamp File Lumens LLF Watts ❑ FLUSH LOCATION NECK MAKE MODEL SAD RK NF Fl b$EAM FLUORESCENT FOUR (4) 54 WATT 75 DIMENSIONS 20'x39'x5 3/4' LOAD NAME A 32 18 464 HIGH BAY, 4 LAMP, HIGH OUTPUT LINEAR L914006.1es 4400 1.00 246 - BRK AMP: LOAD CiR NO. F54T5HO, NARROW FLUORESCENT RATED 5360 11 144TIN6 3 30 11 DISTRIBUTION, 4400 LUMENS IN 25 11 1 20 1 2100 1 21 w/UPLIGHT DEG. G AMBIENT 22 5360 - VOLUMETRIC TWO 28-WATT T-5 - 5360 24 B 47 2RT5 29TB RECESSED LIGHTING LINEAR FLUORESCENT, I03260.1ES 2730 1.00 59.6 20 3680 26 AHU4 FIXTURE. RATED 2730 LUMENS 5360 - - - 3680 28 EACH AT 25C AMBIENT. g 5360 - - Ltllronis 6" OPEN DOWNLIGHT ONE 26 -WATT TRIPLE 1_910751.1es 1800 1.00 29 C 8 602A (2 ITRT) WITH SPECULAR TUBE COMPACT REFLECTOR FLUORESCENT, VERTICAL BASE -UP POSITION. LMharria 6" OPEN DOWNLIGHT ONE 18WATT DOUBLE LTL10845.IES 1250 1.00 25 D 42 602A (18DTT) WITH SPECULAR TWIN TUBE COMPACT REFLECTOR FLUORESCENT, VERTICAL BASE UP POSITION. E 11 Litlronit 8" OPEN DOWNLIGHT ONE 42 WATT TRIPLE Lt19815.1e8 3200 1.00 48 802AZ ( WITH SPECULAR TUBE COMPACT REFLECTOR FLUORESCENT, VERTICAL BASE -UP POSITION. Lmwnia 6" OPEN DOWNLIGHT ONE 26 -WATT TRIPLE LTLl l5W.IES 1600 1.00 29 F 52 607AZ (26TRT) WITH SPECULAR TUBE COMPACT REFLECTOR FLUORESCENT, VERTICAL BASE UP POSITION. AVSM 154 T5HO 1X4 AVanle. Surface or ONE 54 —WATT T5 G 6 MDR DLS suspended Mount, 1 MmP LINEAR FLUORESCENT, 1.0591.1es 4400 1.00 68.6 T5 High Output 54 wet RATED 4400 LUMENS (25 Metal Dltll w v# Round DEG. C AMBIENT). pertoraticns bsoked wr so* overlay, Down ugm Solid while steel ralleckv MS51 64T5HO SURFACE/STEM MOUNT ONE 54—WATT T5 I H 3 SBL STRIP 3.70"X 48" ONE LINEAR FLUORESCENT, L#9104.1ES 4400 1.00 60.5 (1) LAMP T5 54WATT RATED 4400 LUMENS (25 HIGH OUTPUT METAL DEG. C AMBIENT REFLECTOR STRAIGHT BLADE LVR 1" DEEP PAINT REFL =.923 PANEL_ 'Li' 19500 MAIN BRKR. AMPS � FEED BOTTOM ftl SURFACE CLASS 277/480V 30 4W MAIN LUGS ONLY 250 ❑ FEED TOP ❑ FLUSH LOCATION NECK MAKE MODEL SAD RK NF Fl MAIN SW. AMPS DIMENSIONS 20'x39'x5 3/4' LOAD NAME CIR N o. LOAD WATTS BRK AMP - OA E - BRK AMP: LOAD CiR NO. LOAD NAME 19 5360 11 144TIN6 3 30 11 11 3900 1 11 1 20 1 2100 1 21 LIGHTING TRANS, RIA 131 19500 125 13 1119500 22650 20150 E10720 10720 10720 9040 9040 9040 IE 3 1 1 14 1 22650 - - - - 16 1 20150 - - - - 18 AHUI 19 5360 30 3 30 5360 20 AHU3 1 5360 - - - - 5360 22 5360 - - - - 5360 24 AHU2 25 5360 30 3 3 20 3680 26 AHU4 5360 - - - 3680 28 g 5360 - - - 3680 30 WATTS 43060 45810 41160 TOTAL LOAD /PHASE 6 S.C. INT CAP/BKR. 10K AMPS. AMPS 90 96 1 FEEDER CONDUCTOR SIZE: 4 #4/0 CONDUIT SIZE 2' RFMARI(S- � \tJNAL 6, TF� o� 8270 � OF r0 aD PP� JOB #0768 A Y En nee Inc corsulw 1823 E Center Pocatello, Idaho 83201 tel (208) 232 -4439 fax (208) 232 -1435 W 0 ' E'-4 H Q V1 V1 F V W w z I s TT `• w n W bL r 0 p � O th r 4-1 Y) W J� Q 0 4--4 0 co W t•' t� w on W m N O 0 H w ?� W 0 ' E'-4 H Q V1 V1 F V W w z I s TT `• w n W bL r 0 p � O th r 4-1 Y) W J� Q 0 4--4 0 co W ® o e 19500 MAIN BRKR. AMPS 0 0 CLASS 277 /460V 30 4 0 0 a4► CaWW Nurnbsr Dsscxipllon Lute FNs .1 7 11 Squam D Reap Pants HOOD 30 clef 100A WO "RIB" v 1='. -150 -142 LUMINAIRE SCHEDULE 1,31 19500 MAIN BRKR. AMPS 4 FEED BOTTOM � SURFACE CLASS 277 /460V 30 4 Symbol U" a4► CaWW Nurnbsr Dsscxipllon Lute FNs Lurnsrw LLF Wades DIMENSIONS B 55 LMrorda 2RT5 26T5 VOLUMETRIC RECESSED LIGHTING TWO 29 -WATT T48 LINEAR FLUORESCENT, 11113260.IE8 2790 1.00 59.6 - 3 BRK AMP LOAD WATTS CIR N O. FIXTURE. RATED 2790 LUMENS LIGHTING 5360 1800 20 1 3900 5360 5360 1 EACH AT 25C AMBIENT. 2100 5360 LIGHTING LIGHTING C 11 LwAnis 6" OPEN DOWNLIGHT ONE 26 -WATT TRIPLE 1_110751.1m 1800 1.00 29 0 2800 602/1(WTRT) WITH SPECULAR TUBE COMPACT - - 1 680 13ol 1250 536 REFLECTOR. FLUORESCENT, 1250 6 LIGHTING VERTICAL BASE -UP P081TION. D 8 1.11honh 602A (18DTT) 8" OPEN DOWNLK)HT WITH SPECULAR ONE 1 6-WATT DOUBLE TN TUBE COMPACT WI LTL10845.IE3 1250 1.00 25 REFLECTOR FLUORESCENT, VERTICAL. BASE UP POSITION. Litldons 1X4 AVanls, Surtaos or ONE 54 -WATT T5 G 5 AVSM 154 TWO susPWKWd MO^ 1 Lxnp LINEAR FLUORESCENT. Ltl9591.iss 4400 1.00 68.6 MDR OL.S T5 High Ou"A 54 wadi, RATED 4400 LUMENS (25 Metal DIII m w/ Round DEQ C AMBIENTI psrtat *m becl ad wr &a*.DOW Light Solid while sleal vsllsclu L twmm SURFACEISTEM MOUNT ONE 54 -WATT T5 H 9 M851 54T5HO STRIP 3.70" X 48" ONE LINEAR FLUORESCENT. L19104.IES 4400 1.00 60.5 SBL (1) LAMP T5 54WATT RATED 4400 LUMENS (25 HIGH OUTPUT METAL DEQ C AMBIENT} REFLECTOR STRAK)HT BLADE LVR 1" DEEP PAINT REEL =.%M PANEL:_ r L 1 � 1,31 19500 MAIN BRKR. AMPS 4 FEED BOTTOM � SURFACE CLASS 277 /460V 30 4 1 MAIN LUGS ONLY 2 5 0 ❑ FEED TOP ❑ FLUSH LOCATION NECK RK MAKE ODEL D 151 ❑ MAIN SW. AMPS DIMENSIONS - 20'x39'x5 3/4' 1 LOAD NAME OR NO, LOAD WATTS BRK AMP 20150 5360 LOADIPOLE - 3 BRK AMP LOAD WATTS CIR N O. LOAD NAME AHU3 LIGHTING 5360 1800 20 1 3900 5360 5360 1 20 2100 5360 LIGHTING LIGHTING AHU2 2400 5360 30 13 3 5200 1 3680 26 AHU4 2800 4 LIGHTING SPARE - - 1 680 13ol 1250 536 - - 1250 6 LIGHTING H i 15 SPARE TRANS, RIA 1,31 19500 125 13 1119500 22650 5 10720 10720 10720 1 9040 9040 9040 11 3 1 1 141 1 151 22650 - - - - - 1 16 1$ _ _ AHU1 1 71 19 20150 5360 - 30 - 3 3 30 5360 20 AHU3 1 5360 - - - - - - 5360 5360 22 24 5360 - - AHU2 2,9 5360 30 13 3 20 1 3680 26 AHU4 - - 1 680 13ol 1 nnI 536 - - 43060 45810 41160 TOTAL LOAD /PHASE AMPS 90 96 86 S.C. INT CAP /BKR. loK AMPS. FEEDER CONDUCTOR SIZE: 4#4/0 CONDUIT SIZE 2' REMARKS: JOB # 0768 ,/SNQIVAL 8270 Tr£ OF dQD PP A Y N E n i nee ri eq Inc... s 1823 E. Center Pocatello. Idaho 83201 tel (208) 232 -4439 fax (208) 232 -1435 } r 2 f � o p.{ V1 w 6"x-1 r l I � e s�� Z ,� + A ►--1 F-4 n w w t<iVl� H io w M � "Z�� O U ► p Gil W�A CCU ko Itt 44 a W r { 1 d s a GENERAL NOTES: 1 ROOFTOP UNITS WILL BE SUPPLIED WITH DDC TYPE CONTROLS AND ECONIMISERS 2 ROOFTOP VENTALATION UNITS WILL BE CONTROLLED HROUGH THE HVAC DDC CONTROLLER p 101 N s:;:lu# 94 Cpl EF — I W L1 25 4 - C. 3#1 L1 19 f R1 B 31 3/4 "C. 3 #10 AHU -2 W.P. W. P. ... REF- W.P. Ll 20 ■ _/.-= =n� �°'° Its I I I I aIFj I 1 II LH I AHU-3 L R1B 33 3/4 - C. 3 #10 m MECHANICAL SCHEDULE WITH ELECTRICAL COORDINAn0N IDENTIFICATION RESPONSIBILITIES MAIN BRKR. AMPS MECHANICAL CHARACTERISTICS ELECTRICAL CHARACTERISTICS CONTROL UNIT DISCONNECT REMARKS EQUIPMENT SYMBOL EQUIPMENT DESCRIPTION FURNISH INSTALL WIRED ❑ BTU�i LOCATION . hECH RK ua Z H An E SYSTEM SIZE FUSES SEE COORDINATION NOTES BELOW, MAKE MODEL GAS Dqr ESP OUTPUT WEIGHT VOLTAGE 4 HP/KW FL.A MCA MAX FUSE VIA DAY SET BACK DAY SET BACK ON OFF AHU -1, 2, 3 AIR HANDLING UNIT RIGHT SIDE HVAC HVAC ELECT. CARRIER 487MD012MG — 4800 — 144,000 1155 480 3 — 29 28.8 30 CCN DDC — — — — — — — — — PremierLink controls AHU -4 AIR HANDLING LIIT LEFT SIDE HVAC HVAC ELECT. CARRIER 48TMD008Ad 8 3400 — 125,000 970 1 480 3 — 22 18.4 20 H —STAT — — 1 — — — — — — — REF -1,2 ROOF EXHAUST FAN HVAC HVAC ELECT. GREENHECK 08-131 -4 — 1800 — 115 1 1/4 HP - 22650 — - H —STAT — — — — — — — — — — REF -5 ROOF EXHAUST FAN HVAC HVAC ELECT, GREENHECK 08 -091 -4 — 800 — 1 — 115 1 1/4 HP - I — I I H —STAT — — — — — — — — — — EF -1 -10 CEILING EXHAUST FAN HVAC HVAC ELECT, PANASONIC I FV -08W3 — ISO I — 1 150 115 1 1 — 1 1 — I I SWITCH — I I— I I — — — — — — PAN EL 'Li' o= MAIN BRKR. AMPS FEED BOTTOM SURFACE CLASS 277/480V 30 4W 4MAIN LUGS ONLY 250 ❑ FEED TOP ❑ FLUSH LOCATION . hECH RK ua Z MAKE MODEL D w ❑ MAIN SW, AMPS DIMENSIONS 20'x39'x5 3/4' LOAD NAME CIR NO. LOAD WATTS BRK AMP P BRK AMP LOAD WATTS CIR NO. LOAD NAME ® LIGHTING 1800 20 1 1 3900 1 20 2100 2 LIGHTING LIGHTING 2400 1 1 2800 4 LIGHTING SPARE 51 1 1 1250 1250 6 LIGHTING 71 1 1 8 SPARE 10 1 = 7 12 TRANS, R1A 13 19500 125 3 19500 3 14 1 22650 - - 22650 - 16 20150 - - 20150 - 1 18 AHUI 191 5360 30 3 10720 3 30 1 5360 201 AHU3 211 5360 - - 10720 - - 5360 22 5360 - - 10720 - - 5360 24 AHU2 5360 30 13 9040 3 20 3680 26 AHU4 7 5360 - - 9040 - - 3680 28 5360 - - 9040 - - 1 3680 30 311 32 33 34 35 36 37 C � 38 39 140 41 142 WATTS 43060 45810 41160 TOTAL LOAD /PHASE S.C. TNT CAP /BKR. lOK AMPS. AMPS 90 96 86 FEEDER CONDUCTOR SIZE. 4 #4/0 CONDUIT SIZE 2' REMARKS: JOB f 0768 o , EN \STER y L 8270 `ADD Qp A Y E n inee Inc. 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 fax (208) 232 -1435 t-� � o W � -I a Y) w Y) �F-4 � x W Z � � UWx wa W w o� w� �n W � A ra�A pa W �A W�A ZW� c i 44 O W o= G]� W N � Q C9 w ua Z t-� � o W � -I a Y) w Y) �F-4 � x W Z � � UWx wa W w o� w� �n W � A ra�A pa W �A W�A ZW� c i 44 O W ELECTRICAL SYMBOL SCHEDULE ® FLUORESCENT FIXTURE ® FLUORESCENT NIGHT LIGHT (DO NOT SWITCH) (� EXIT LIGHT (DIRECTIONAL ARROWS ON DRAWINGS) 0 CEILING MOUNTED FIXTURE Ho WALL MOUNTED FIXTURE ® RECESSED CAN FIXTURE EMERGENCY WALL PACK LIGHT TRAC LIGHT SYSTEM $ SINGLE POLE SWITCH $� 3 -WAY SWITCH $ 4 -WAY SWITCH $F EXHAUST FAN TIMER SWITCH (0 - 30 MIN) T WALL BOX DIMMER SNITCH. (SWITCH TO BE COMPAT. WAOAD SERVED) $ THERMAL OVERLOAD SWITCH W/PILOT LIGHT $ 1 -POLE SWITCH WITH PILOT LIGHT. - SEE SPECS. $ SWITCH SUPPLIED WITH EQUIPMENT, INSTALLED BY E.C. PUSHBUTTON Q OCCUPANCY SENSOR POWER PACK & RELAY SENSOR TO BE SUCH AS WATT STOPPER #W -1000A OR UNENCO #C8001500 E PHOTOELECTRIC CELL /SWITCH TIME CLOCK SWITCH DUPLEX RECEPTACLE (WP= WTHRPRF, GFI =GRND FLT) (S-SURGE SUPPRESSION IG - ISOLATED GROUND) DOUBLE DUPLEX OUTLET (4 -PLEX) DISCONNECT SWITCH (F =FUSED DISCONNECT) COMBINATION STARTER AND DISCONNECT SWITCH ® MAIN PANELBOARD BRANCH PANELBOARD © TELEPHONE / DATA BOARD (GRND AS PER UTIL. CO) BRANCH CIRCUIT — CONCEALED BRANCH CIRCUIT — IN FLOOR OR UNDERGROUND BRANCH CIRCUIT — HOME —RUN TO PANEL 1 DRAWING NOTE (ON THE SHEET WHERE SHOWN) MECHANICAL EQUIPMENT OR DETAIL SYMBOL J JUNCTION BOX UT THERMOSTAT W/ 3/4 "CONDUIT W/PUL.L CORD TO MECH. UNIT �S HVAC SYSTEM SENSOR — SEE MECHANICAL * —'-- CROSS LINES SHOW # OF COND'S. IF MORE THAN 2 GREEN GROUND CONDUCTOR AND ISOLATED GROUND CONDUCTOR NOT SHOWN. FQ FAN MOTOR CONNECTION POINT �I MOTOR CONNECTION POINT VOICE & OR DATA OUTLET T.V. OUTLET E.C. ELECTRICAL CONTRACTOR M.C. MECHANICAL CONTRACTOR G.C. GENERAL CONTRACTOR A.F.F. ABOVE FINISHED FLOOR B.F.G. BELOW FINISHED GRADE V.I.F. VERIFY IN FIELD N.T.S. NOT TO SCALE * SEE MECHANICAL DRAWINGS FOR CONDUIT DESTINATION AND ROUGH -IN BOX MUD RING ORIENTATION. SUPPORT WIRE BY ELECTRICAL CONTRACTOR ENTRANCE CONDUIT(S) INDEPENDENT OF CEILING SYSTEM. (TYPICAL) -'_ 3 RECEPTACLE - 15 OR 20 AMP POWER SUPPLY CONDUIT FOR r RATED - SEE SPECIFICATIONS CEILING OR WALL 'J" BOX. ` NORMAL POWER COLOR - (SEE SPECS) ~` 4" SQUARE ` EMERGENCY POWER COLOR - (RED) '' `` BOX B COVER PLATES - STYLE & COLOR RAISED RING ®� TO BE AS PER SPECIFICATIONS. TO SUIT WALL CIRCUIT NUMBER TO BE WRITTEN ON BACK OF COVER W /FELT -TIP MARKER o WHEN OUTLET IS CONNECTED TO AN EMERGENCY CIRCUIT, OUTLET & COVER PLATE TO BE RED. GREEN GROUN NOTE: * ALL RECEPTACLES USED IN PATIENT CARE AREAS, THE DEVICES AND WIRING SHALL CONFORM TO ARTICLE 517 OF THE NEC. RECEPTACLE MOUNTING DETAIL NO SCALE IIIM:7:T: .: RECESSED LIGHT FIXTURE MOUNTING DETAIL NO SCALE JOB # 0768 �c ` ' SioNAI G \s T£,p A / 1 V E 8270 o En i s nee rina Inc. 1823 E. Center F OF \ Pocatello, Idaho 83201 jpDD pP y'� tel (208) 232 -4439 fax (208) 232 -1435 UNLESS SPEUFICALLY INDICATED OTHERWISE, THE ELECTRICAL CONTR, TO COORDINATE WITH ANY SPECIAL SYSTEMS SUPPLIER / CONTR., EX. DENTAL, MEDICAL, KITCHEN, EQUIPMENT ETC. THE EXACT ROUGH —IN REQUIREMENTS FOR THERE EQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE ELECTRICAL CONTR. TO BE RESPONSIBLE FOR FINAL CONNECTIONS TO ALL SPECIAL EQUIPMENT, ALL CONDUIT / RACEWAY / CABLES, TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. IF ANY SURFACE WORK IS NECESSARY, IT SHALL BE APPROVED BY THE ARCHITECT j ENGINEER PRIOR TO. O THERMOSTAT OR MECHANICAL SWITCH $ LIGHT SWITCH CONVENIENCE OUTLET ♦ TELEPHONE / DATA OUTLET �i T.V. OUTLET NOTES: A. ALL MOUNTING HEIGHTS TYPICAL UNLESS NOTED OTHERWISE. B. COORDINATE OUTLET HEIGHTS WITH ARCHITECTS MILLWORK DWGS. TO INSURE THAT OUTLETS WILL NOT FALL BEHIND CABINETS, BACKSPLASHES, OR INTERFERE WITH WAINSCOTING, ETC. D. ALL SWITCHES AND THERMOSTATS TO BE MOUNTED AS CLOSE TO DOOR JAMBS AS POSSIBLE. COORDINATE ALL DEVICES WITH ARCHITECTURAL PLANS AND DETAILS. * COORDINATE LIGHT SWITCH & OUTLET HEIGHTS WITH ARCHITECTURAL WAINS- COTING AND OR TILE WORK SO AS NOT TO FALL MIDWAY IN THESE FINISHES. GENERAL NOTES: SHEETS Nq LVERIFY WITH MECH. MUD RING ORIENTATION. /_ 0 MILLWORK XX' MOUNT VERTICAL OR HORIZONTAL TO MATCH EXISTING DEVICES (TYP) 3' -6" (OR AS N OTED) ♦ Q 1' - 6" (OR AS NOTED) FINISHED FLOOR E.C. SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE EXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. MAKE NECESSARY PROVISIONS IN THE BASE BID TO ADEQUATELY ACCOMMODATE THESE CONDITIONS. ALL BATTERY EXIT AND EMERGENCY LIGHTING TO BE CONNECT TO THE UNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA AS PER CODE. 6" WE 21 TYPICAL FOR ALL DEVICES MOUNTED ABOVE COUNTER (le C.O.'s, DATA, PHONE etc.) CABINET 1 ELECTRICAL CONTRACTOR SHALL COORDINATE ALL LAMP TYPES WITH FIXTURE TYPE BEFORE ORDERING, 2 ELECTRICAL CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATION OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNECTIONS. 3 ELECTRICAL CONTRACTOR SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER NEC BEFORE INSTALLING ANY ELECTRIC PANELS OR CABINETS. 4 INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT IS IN PLACE ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS AS REQ'D. 5 REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT FIXTURE LOCATIONS, CEILING TYPES, ETC. 6 ALL FLUORESCENT FIXTURES SHALL BE SUPPLIED WITH T8 (35K) LAMPS AND ELECTRONIC BALLASTS WITH -20% THD. UNLESS INDICATED OTHERWISE, 7 ELECTRICAL CONTRACTOR SHALL. PROVIDE ALL CONCRETE PADS AS REQUIRED ON ALL ELECTRICAL EQUIPMENT. 8 CONFIRM EXACT LOCATIONS OF ALL TELEPHONE / DATA OUTLETS WITH OWNER PRIOR TO ROUGH -IN. 9 ELECTRICAL CONTRACTOR SHALL MOUNT SWITCHES AT 48" AND MOUNT CONVENIENCE OUTLETS AT 18" OR AS SHOWN ON PLANS TO MEET HANDICAPPED REQUIREMENTS. 10 LOCATE SWITCHES, OUTLETS. ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSE TO DOOR FRAME AS POSSIBLE, SO AS NOT TO INTERFERE WITH ROOM CABINETS, ETC, 11 SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING. 12 E.C. SHALL OBTAIN ALL APPLICABLE PERMITS FOR THIS WORK AND PAY ASSOCIATED FEES. 13 MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLES AND ELECTRONIC BALLASTS. 14 GENERAL COORDINATION NOTE: 15 * EC. SHALL COORDINATE ALL DEVICE MOUNTING HGTS. AND EXACT LOCATION 16 WITH ARCHITECTURAL INTERIOR ELEVATIONS REPORT CONFLICTS TO ARCHITECT **PRIOR TO ROUGH —IN** TYPICAL DEVICE MOUNTING HEIGHTS DIAGRAM " NO SCALE r a o` a� - z ro W a U U O Y) � H W m W W � H Z w x w ^ � C3 w � Ww oA U1 w A A � z W u A w �> W�A Z WIO O W 5 1 _ O„ I * 4 — 0'. GENERAL FOUNDATION NOTES AND CONCRETE DETAILS 1. AMERICAN BUILDINGS COMPANY ASSUMES NO RESPONSIBILTY OR LIABILITY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION. 2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL JOBSITE. 3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO RESIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF THE VARIOUS LOADING CONDITIONS. THESE REACTIONS AND LOAD COMBINATIONS MUST BE USED TO DETERMINE THE DESIGN LOADS TO BE RESISTED BY THE FOUNDATIONS. 4. REINFORCING BARS, WIRE MESH, ANCHOR BOLT SHEAR ANGLES, TIE RODS AND / OR HAIRPINS (HOOK BARS) SHOULD BE INCORPORATED AS REQUIRED INTO THE FOUNDATION DESIGN. THE HORIZONTAL THRUST AT THE COLUMN BASE ACTING IN CONJUNCTION WITH APPLICABLE VERTICAL REACTIONS, MUST BE SUSTAINED BY HAIRPINS, TIE RODS, BUTTRESSES, OR OTHER DEPENDABLE MEANS. 5. COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12 INCHES INTO NATURAL SOIL, OR WHERE FILL IS USED, THE FILL MUST BE PROPERLY COMPACTED OR THE FOOTING SHALL EXTEND TO THE NATURAL GRADE. IN ALL CASES THE FOOTING SHALL EXTEND AT LEAST 6 INCHES BELOW THE LOCAL FROST LINE. 6. EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED IN FOUNDATION WALLS AND SLAB. 7. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL AND SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE +1/16 INCH ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A ±1 /8 INCH TOLERANCE. 8. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS. 9. UNLESS EXPLICITLY NOTED OTHERWISE, ALL EMBEDDED STRUCTURAL STEEL (INCLUDING ANCHOR BOLTS), OTHER MATERIALS, AND LABOR SHALL BE SUPPLIED BY THE FOUNDATION CONTRACTOR. 10. ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PROJECTION FROM CONCRETE, DIAMETER AND QUANTITY. 11. THE EMBEDMENT OF THE ANCHOR BOLTS IN THE CONCRETE AND CONFIRMING ADEQUACY OF ANCHOR BOLT EDGE DISTANCE IS THE RESPONSIBILITY OF THE FOUNDATION DESIGNER. THE FRAME REACTIONS ARE CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED. 12. ALL ANCHOR BOLTS SHALL BE ASTM A307 OR EQUAL IN ORDER TO CONFORM TO A.B.C. DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES GIVEN IN THE AISC MANUAL OF STEEL CONSTRUCTION. 13. ALL ANCHOR BOLTS SHALL HAVE A 3 INCH PROJECTION (UNLESS NOTED) ABOVE THE CONCRETE BEARING SURFACE, EXCEPT 1/2 INCH DIAMETER BOLTS LOCATED AT DOORS WHICH SHALL HAVE A PROJECTION OF 1 INCH. ALL BOLTS SHALL HAVE A MINIMUM THREAD LENGTH 1/4 INCH LESS THAN THE PROJECTION. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED PRIOR TO COLUMN ERECTION. 14. ANCHOR BOLT DIAMETERS FOR THE PRIMARY FRAMING AND ENDWALL FRAMING ARE DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE BOLT PLACEMENT PLAN. ANCHOR BOLTS FOR FRAMED OPENINGS SHALL BE 1/2 INCH DIAMETER UNLESS OTHERWISE NOTED. BASE ANGLE FASTENER BASE ANGLE (NOT BY A.B.C.) (MINIMUM 1/4" 0 CONCRETE ANCHOR BOLT 5' -0" O.C. MAXIMUM SPACING OR EQUAL BY OTHERS) ANCHOR BOLTS (SEE NOTES #13 & #14) "B" 1 3/8" NOMINAL DOOR WIDTH 1 3/8 DOOR WIDTH + 2 3 4 TYPICAL OVERHEAD DOOR LAYOUT FLOOR BASE ANGLE DETAIL BASIC MATERIAL SPECIFICATIONS ANCHOR BOLTS ' (SEE NOTES #13 & #14) SECTION "B" - "B" (OF TYPICAL OVERHEAD DOOR LAYOUT) PRIMARY FRAMING STEEL STEEL FOR MILL- ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 36, ASTM A 572 GRADE 50 OR 55, OR ASTM A 992 WITH A MINIMUM YIELD OF 50 KSI. STEEL FOR ALL BUILT -UP SECTIONS SHALL CONFORM TO ONE OR MORE OF THE FOLLOWING: A ASTM A 1011 SS, GRADE 55 S. ASTM A 1011 HSLAS, GRADE 55, CLASS 1 C. ASTM A 572 GRADE 55 \ D. ASTM A 529 GRADE 55 STEEL FOR ENDWALL "C" SECTIONS SHALL CONFORM TO ASTM A 1011 SS, GRADE 55, OR HSLAS, GRADE 55, CLASS 1 STEEL FOR ROUND PIPE SECTIONS SHALL CONFORM TO ASTM A 53, TYPE E OR S, GRADE B, OR ASTM A 500 GRADE B SECONDARY FRAMING STEEL STEEL USED TO FORM PURUNS, GIRTS, SAVE STRUTS AND "C" SECTIONS SHALL CONFORM TO ASTM A1011 SS, GRADE 55, OR HSLAS GRADE 55, CLASS 1, OR IF GALVANIZED SHALL CONFORM TO ASTM A653 SS, GRADE 50, CLASS 3, C90 OR HSLAS, TYPE A, GRADE 50, G90, BOTH WITH A MINIMUM YIELD STRENGTH OF 55 KSI. ROOF AND WALL PANEL MATERIAL EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING: PANEL MATERIAL SHALL BE ALUMINUM -ZINC ALLOY- COATED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A 792 SS, GRADE 80. MATERIAL MAY BE EITHER 26 OR 24 GAGE. PANEL MATERIAL SHALL BE ALUMINUM -ZINC ALLOY- COATED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A 792 SS, GRADE 50, CLASS 2. MATERIAL MAY BE EITHER 24 OR 22 GAGE. PANEL MATERIAL SHALL BE ZINC - COATED (GALVANIZED) STEEL, COATING DESIGNATION G90, CONFORMING TO THE REQUIREMENTS OF ASTM A 653 SS, GRADE 80 OR HSLAS, TYPE A OR B, GRADE 80. MATERIAL MAY BE EITHER 26 OR 24 GAGE. PANEL MATERIAL SHALL BE ZINC - COATED (GALVANIZED) STEEL, COATING DESIGNATION G90, CONFORMING TO THE REQUIREMENTS OF ASTM A 653 SS, GRADE 50, CLASS 3. MATERIAL MAY BE EITHER 24 OR 22 GAGE. BRACE MATERIALS: BRACE CABLES: ASTM A 475, 7- STRAND EHS WIRE CABLE BC4 = 1/4" DIA. BC5 = 5/16" DIA BC6 = 3/8" DIA. BOB = 1/2" DIA REVISIONS DATE IENGRI DATE REVISIONS CERTIFICATION AND SCHEDULE OF DRAWINGS THIS IS TO CERTIFY THAT THE METAL BUILDING COMPONENTS AND BUILDING SYSTEM FURNISHED BY A.B.C. ARE DESIGNED TO COMPLY WITH THE FOLLOWING CRITERIA SHIET SHEET NUMBER I DATE I REV. NO. II NUMBER I DATE I REV. NO. DESIGN LOADS DESIGN LOAD COMBINATIONS 1. METAL BUILDING DEAD LOAD (D) 2. 5.0 psf COLLATERAL LOAD (C) 3. LIVE LOAD (L) 20 psf ROOF LIVE LOAD (Pr) D + C + L With reductions as permitted by code D + C + S 4. SNOW LOAD (S) D + W 50.0 psf GROUND SNOW LOAD (Pg) D + C + 0.7E 35.0 psf ROOF SNOW LOAD (Pf D + C + 3/4L + 3/4W SNOW IMPORTANCE FACTOR (Is) = 1.0 D + C + 3/4S + 3/4W SNOW EXPOSURE FACTOR (Ce) = 1.0 D + C + 3/4L + 3/4E SNOW THERMAL FACTOR (Ct) = 1.0 D + C + 3/4S + 3/4E 5. WIND LOAD (W) 0.6D + W BASIC D SPEED (three second gust) = 90mph 0.6(D +C) + 0.7E IMPORTANCE FACTOR (Iw) = 1.00 MEZZANINE DEAD AND PARTITION LOADS WIND EXPOSURE - C ARE INCLUDED IN D + C INTERNAL PRESSURE COEFFICIENT - 70.18 6. SEISMIC DESIGN DATA (E) MEZZANINE LIVE LOADS ARE INCLUDED IN SITE CLASS D BOTH S & L COMBINATIONS SEISMIC IMPORTANCE FACTOR (Is) = 1.00 SEISMIC USE GROUP 1 SPECTRAL RESPONSE ACCELERATION Ss = 0.506 S7 = 0.193 SEISMIC DESIGN CATEGORY D BASE SHEAR = 170K BRACING SEISMIC FORCE RESISTING SYSTEM CONCENTRICALLY BRACED FRAMES (R = 3.5, Wo = 2, Cd = 4.5) ORDINARY MOMENT FRAMES OF STEEL (R = 3.5, Wo = 3, Cd = 3) EQUIVALENT LATERAL FORCE PROCEDURE. 7. MEZZANINE (top of joist O 117 1/2) (2) areas - 40'x86' & 100'x40' DEAD LOAD 10 psf (JOIST & DECK) LIVE LOAD = 125 psf PARTITION LOAD - 20 psf COLLATERAL - 5 psf NOTES : 1. ROOF DESIGN IS BASED ON THE LARGER ROOF LIVE LOAD OR ROOF SNOW LOAD. 2. ALL FIELD WELDING IS TO BE PERFORMED BY AN AWS CERTIFIED WELDER USING E70XX ELECTRODES. THESE DESIGN LOADS AND COMBINATIONS ARE APPLIED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODE 2003 INTERNATIONAL BUILDING CODE BUILDING CATEGORY 11 THE EXISTING STRUCTURE MAY REQUIRE MODIFICATION OR REINFORCEMENT DUE TO THE ADDITIONAL LOADS IMPOSED BY THIS ADDITION. THIS ASSESSMENT IS NOT WITHIN AMERICAN BUILDINGS COMPANY'S SCOPE OF WORK. IT IS STRONGLY RECOMMENDED THAT THE ORIGINAL DESIGNER OR A LOCAL ENGINEERING PROFESSIONAL BE RETAINED TO ASSESS ANY POSSIBLE DETRIMENTAL STRUCTURAL EFFECT THIS ADDITION MAY IMPOSE. BUILDING CODE SPECIFICATIONS REQUIRE CONSIDERATION OF SNOW SURCHARGES FOR ANY LOWER ROOF OF A STRUCTURE LOCATED WITHIN 2Dft. OF A HIGHER STRUCTURE. INFORMATION SUPPLIED TO AMERICAN BUILDINGS CO. DOES NOT INDICATE THE PRESENCE OF A SHADOWING STRUCTURE WITHIN THIS 20ft. ENVELOPE -WITH THE EXCEPTION OF THE EXISITING BUILDING ADJACENT TO RSW CORNER AND PARAPETS AT LINES H & 7. AS A RESULT, SNOW SURCHARGES HAVE NOT BEEN CONSIDERED IN THE DESIGN WITH THE EXCEPTION OF THE ROOF AREA ADJACENT TO EXISTING STRUCTURE AND PARAPETS BY OTHERS. SNOW SURCHARGE FROM THESE STRUCTURES ONLY HAVE BEEN CONSIDERED IN THE DESIGN OF ABC JOB# 51 5913 - 01. THIS PROJECT IS DESIGNED AS AN ENCLOSED BUILDING. ACCESSORIES (DOORS, WINDOWS, ETC.) BY OTHERS MUST BE DESIGNED AS 'COMPONENTS AND CLADDING" IN ACCORDANCE TO SPECIFIC WIND PROVISIONS OF THE REFERENCED BUILDING CODE. THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY AMERICAN BUILDINGS COMPANY. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS AND VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY AMERICAN BUILDINGS COMPANY SUCH AS FOUNDATIONS, MASONRY WALLS, MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHALL BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE AMERICAN BUILDINGS COMPANY "GENERAL ERECTION GUIDE THE MBMA MANUAL, LATEST EDITION AND THE JOB ERECTION DRAWINGS. THE DRAWINGS LISTED ON THIS SHEET SHALL REMAIN WITH AND BECOME PART OF THIS CERTIFICATION. PRODUCT APPROVALS AND CERTIFICATIONS: 1. UNIFORM BUILDING CODE (ICBO) - # FA -285- CARSON CITY, NEVADA PLANT. 2. INDIANA - 3 MASTER PLAN FILE NUMBERS GABLE BUILDINGS : M- 295147 SINGLE SLOPE BUILDINGS : M- 295140 LEAN -TO BUILDINGS : M- 295144 3. WISCONSIN - #200232 -M, 13 BASIC STYLES. 4. CITY OF CLEVELAND, OHIO DOCKETS S- 52 -82. 5. CANADIAN WELDING BUREAU DIVISION I CERTIFICATION AT EL PASO, CARSON CITY & LACROSSE. 6. AISC QUALITY CERTIFICATION, CATEGORY MB. 7. PLANT CERTIFICATION AT CARSON CITY FOR CITY OF SEATTLE AND FOR OGDEN, UTAH. 8. STANDING SEAM 11 / STANDING SEAM 360 WIND UPUFT -CLASS 90 (UL 9D) CONSTRUCTION NO.S 93 AND 210A AS LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. 9. LOG SEAM / LOG SEAM 360 WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NO.S 238, 238A, 2388, 238C, 331, 332, 336, 435, 451, 487 & 567 AS LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. 10. LONG SPAN / LONG SPAN III PANEL WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NO.S 71, 161 & 167 AS LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. 11. 22 GA STANDING SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1 -120. 12. 24 GA STANDING SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1 -120, CORPS OF ENGINEERS GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WITH ASTM E -1592. 13. 24 & 26 GA. LONGSPAN III HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1 -150. 14. 22 GA LOC -SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1 -180. 15. 24 GA LOC -SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1 -120, CORPS OF ENGINEERS GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WITH ASTM E -1592. 16. 24 GA. LOC -SEAM MODIFIED WITH 3M -VHB TAPE #4950 MEETS CORPS OF ENGINEERS GUIDE SPECIFICATION 07416. MADE CK'D DATE ENGR PATE DRAWING SUBMITTAL SCALE: NONE DATE ABC -1 04/25/07 1 SPH -1.0 OCT. 2000 ABC -2 04/25/07 0 AMET 355 DIVIDEND DR REXBURG, ID SILVERTREE BUILDERS, INC AB -1 04/23/07 0 [� ] FOR CONSTRUCTION [ ] FOR APPROVAL [ ] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: AL AB -2 04/23/07 0 AB -3 04/23/07 0 AB -4 04/23/07 0 DESIGN APPD BY: GHC 4/25/07 E -01 04/25/07 0 CAD BY: I AL E -02 04/25/07 0 E -03 04/25/07 0 E -04 04/25/07 0 E -05 04/25/07 0 E -06 04/25/07 0 E -07 04/25/07 0 E -08 04/25/07 0 E -09 04/25/07 0 E -10 04/25/07 0 E -11 04/25/07 0 E -12 04/25/07 0 E -13 04/25/07 0 E -14 04/25/07 0 E -15 04/25/07 0 THE CERTIFYING ENGINEER HEREWITH IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND IS ONLY CERTIFYING THAT THE DESIGN OF THE METAL BUILDING COMPONENTS FURNISHED BY AMERICAN BUILDINGS COMPANY SATISFY THE DESIGN REQUIREMENTS SPECIFIED ABOVE AND ON THE A.B.C. CONTRACT. THIS CERTIFICATION EXCLUDES THE ERECTION OF THE STRUCTURE. a ,.r�•..J P ei_1 n... _a'+,..,Lr riU 11i k. V6 _ p0, � 'v t 0A Q U i � `yg 5P 1 � y JC�P ,jPt REVISED FOR PERMITS - -__- - -_ - -- - - - AL 4/25/07 GN G STATUS AMET 355 DIVIDEND DR REXBURG, ID SILVERTREE BUILDERS, INC [� ] FOR CONSTRUCTION [ ] FOR APPROVAL [ ] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: AL 4/23/07 CHECKED BY: JAW 4 25/07 / DESIGN APPD BY: GHC 4/25/07 CAD BY: I AL 04/23/07 08:57:31 Ver. 28.1 EL PASO ILLINOIS DRAWING NUMBER' 51591301 ABC -1 T ROOF PANELS WALK DOORS ROOF CURB FRAMING REL=ENT PRODUCT REVISIONS TYPE: S2 GAGE:24 COLOR: REWHP70 QTY SIZE TYPE SWING LOCKSET CLOSER COLOR LINER TRIM LINER TRIM SIZES ARE OUT TO OUT CURB DIMENSION AS UNDERSTOOD BY AMERICAN BUILDINGS THE FOLLOWING NOTES MAY OR MAY NOT PERTAIN TO THIS COLOR COMPANY (A.B.C.). DO NOT CUT PURUNS FOR CURB FRAMING UNLESS RELEASED BY SPECIFIC JOB BUT ARE NOTEWORTHY PRODUCT CHANGES. PAINT WARRANTY: WEATHERTIGHTNESS WARRANTY. - 2 X 3070 _ 6070 X S _NL _HG LHO HCL _Y� X Np WHITE _YES X Np THE A.B.C. DESIGNER. MAXIMUM LOAD FOR STANDARD ROOF CURB FRAMING IS 3000 #. THE MAGNITUDE AND LOCATION OF ALL LOADS SUPPORTED BY ROOF CURBS MUST BE 1. THINK SAFETY! UL 90 CERTIFICATION: NI O _ 3070 _ 6070 _S _NL _HG _YES —NO —YES Yd0 CLEARLY SPECIFIED IN THE ORDER DOCUMENTS. FACTORY MUTUAL CERTIFICATION: NO _ 3070 _ 6070 _S _NL _HG _YES _NO _YES _NO QTY WIDTH LENGTH SLOPED AT RIDGE _ 3070 _ 6070 _S _NL _HG _YES _NO _YES _NO WALL PANELS TYPE: METAL SPAN GAGE: COLOR: SUBG— EXTERIOR BASE: N/A FRAMED OPENINGS ROOF CURBS REGW— INTERIOR QTY OUTSIDE WIDTH OUTSIDE LENGTH MIN. HT. GAGE COLOR PAINT WARRANTY: NO QTY WIDTH HEIGHT SILL HEIGHT FR WRAP TRIM LINER TRIM LINER TRIM COLOR 8' 18 1 12'0 12'0 — YES X NO _YES X NO — B. 18 EAVE TREATMENT — — YES — NO _YES _NO — STANDARD GUTTER W/ DOWNSPOUTS — FT O.C. (MAX) —YES —NO _YES _NO SKYLIGHTS/ WALL LIGHTS — FLANGE BACK GUTTER W/ DOWNSPOUTS — FT O.C. (MAX) —YES —NO _YES _NO TRANSLUCENT SKYLIGHTS QTY:— SIZE: TRIM: X SIMPLE EAVE TRIM — —YES —NO _YES _NO TRANSLUCENT 4' 5' WALL LIGHTS QTY:— _ DELUXE EAVE TRIM —YES —NO _YES _NO ICE AND SNOW TREATMENT : NO —YES —NO _YES _NO FACADE —YES NO _YES _NO CORNER — — TYPE VERT OR SLOPED HEIGHT LENGTH PROJECTION UNDER ER FACADE CADE UNIT _ —YES —NO _YES _NO TRIM COLORS — _ —YES —NO —YES _NO _ RAKE TRIM: DKBZP70 GUTTER / EAVE: DKBZP70 DOWNSPOUTS: N/A FRAMED OPENINGS DKBZP70 FACLA PANEL TYPE GAGE: — COLOR: TRIM COLOR: O CORNER: SUBGP7O BASE TRIM: N/A WIN SOFFIT PANEL TYPE: GAGE: COLOR: TRIM COLOR: MISCELLANEOUS: SELF — FLASHING THERMA —PANE GLASS, BURNISH SLATE BACK PANEL TYPE GAGE COLOR: TRIM COLOR: CITY WIDTH HEIGHT LINER TRIM LINER TRIM COLOR PRIMER COLOR —YES — CANOPIES CLEAR SOFFIT SOFFIT PRIMARY. GRAY SECONDARY. GALV —SL YES —NO QTY EW SW SLOPE PROJECTION LENGTH UNDER BEAM PANEL TYPE COLOR ROOF FASTENERS —YES —NO — — — STANDING SEAM 11 —YES —NO A. 14 X 1 SELF DRILL HEX HEAD —YES —NO SAVE TRIM — TRIM COLOR: DOWNSPOUT ELBOWS ONLY: DOWNSPOUT RETURN: — B. (J14 X 1 SELF DRILL HEX HEAD W/ WASHER — STANDING SEAM III A. 14 X 1 SELF DRILL HEX HEAD B. 14 X 1 SELF DRILL HEX HEAD W/ WASHER LOUVERS OVERHANGS WHITE ADJUSTABLE W/ BIRD SCREEN QTY PROJECTION LENGTH SOFFIT TYPE COLOR LONGSPAN SW — A. 12 X 1 1/4 SELF DRILL HEX HEAD W/ WASHER QTY WIDTH HEIGHT LINER TRIM LINER SW B. 14 X 7/8 SELF DRILL HEX HEAD W/ WASHER — LOC SEAM —YES —NO A. #14 X 1 SELF DRILL HEX HEAD W/ WASHER DOWNSPOUT ELBOWS ONLY: DOWNSPOUT RETURN: r,� 1 -4 B. #14 X 1 SELF DRILL HEX HEAD W/ WASHER —YES —NO EW S WALL FASTENERS —YES —NO EEW — �� 4 LONGSPAN OR ARCHITECTURAL —YES —NO A. 12 X 1 1/4 SELF DRILL HEX HEAD — YES —NO PARTITIONS B.14 X 7/8 SELF DRILL HEX HEAD — QTY WIDTH LENGTH HEIGHT PANEL TYPE GAGE COLOR 2 SHADOW PANEL LINER PANELS {°$ A. /12 X 1 SELF DRILL HEX HEAD W/ NUT BLANK B. #14 X 7/8 SELF DRILL HEX HEAD LOC LENGTH HEIGHT PANEL TYPE GAGE COLOR LINER TRIM TRIM COLOR — _ —YES —NO O F TRIM FA5TENERS — —YES —NO ALL FASTENERS ARE 114 x 7/8 SELF DRILL y` 1•'°� � ��'�� —YES —NOT FASTENER NOTE _ A e SHEETING /FLASHING TO STRUCTURAL CONNECTIONS —YES —NO B = SHEETING /FLASHING TO SHEETING /FLASHING CONNECTIONS SPECIAL NOTES ROUND 20" THROAT WHffE VENTILATORS � 8' STUD FRAMING W NEER PARAPET O REW & RSW NOT BY ABC HEIGHT s 26'10 INSULATION — QUANTITY RIDGE MOUNII:D SLOPE MOUNII:D ABC TO PROVIDE ROOF TO WALL FLASHING O BOTH WALLS W L3P26 REWHP70 BACK PANEL O REW PARAPET CAP FLASHING (NOT BY ABC) NONE BY OTHERS BY ABC THICK WIDTH FACE COLOR ROOF X 6.0 — — 9" X 10 RIDGE VENTILATORS 2 1/2' METAL SPAN 26 GAPANELS — OUTSIDE SKIN (SURREY BEIGE) — INSIDE SKIN (REGEL WHITE) PROVIDED BY ABC BAR JOIST FOR MEZZ. TO BE (GRAY COLOR) WALLS X 4.0 — — — QTY AT 10' SECTIONS LINEAR FEET CONTINUOUS MEZZANINE SIZE IS 40'0 X 100'0 & 86'0 X 40'0 RIGID BOARD:— ROOF: WALLS:— BEARING PLATE: — ROOF JARS THERMAL BLOCK: YES BY ABC: X BY OTHERS:— (3/4" THICK ONLY) QTY TYPE MISCELLANEOUS MATERIAL SPACER STRIP (FOR LOC SEAM WITHOUT INSULATION) DK -3 1/4" — 4" DIAMETER DK -5 4' — 7' DIAMETER DK -8 7 — 13" DIAMETER NO.1 REVISIONS MADE CK'D DATE ENGRI DATE NO. REVISIONS MADE CK'D DATE ENGR DATIf DRAWING SUBMITTAL SCALE: NONE DATE EL PASO ILLINOIS STATUS AM ET [• FOR CONSTRUCTION ME 04/25/07 355 DIVIDEND DR [) FOR APPROVAL .S i [ ] FOR PERMIT ONLY O REXBURG, ID AMERICAN BUILDINGS COMPANY [ FOR PRELIMINARY F I *, SILVERTREE BUILDERS, INC. DRAWING. REV.N °• CAD BY AL 04/23/07 08:58:19 Ver. 28.1 NUMBER• 51591301 ABC -2 0 1'0 j DOSTTING BUILDING i N � I O I m I BRACED 5Z 22'6 Q m 4 23'0 5 m I m I I p a m I N Q I o BPO4 -A o PORTAL FRAME o BP06 -B W 5 o I i 1 I N O 1 O 1 m l BP05 -8 w BPO4 -A I N p 5 M a �a N O a of N N O N N 0 I ( I I� p I ( m 1 I I 1 BP1D - B i m I i 1 � 1'0 0 1'0 z BPO4 -A I I p O 5 O m( o o Q o 0 m 1 O O O N Q m1 O O BPO4 -A N m 5 l 1 i i N � I O I m I BRACED 5Z 22'6 86'0 0/0 OF STEEL 3 m 4 23'0 5 m I m I m I 1 Q 0 o PORTAL FRAME o PORTAL FRAME o BP06 -B M I BP06 -B I i O m O 1 O 1 m l BP05 -8 1 1 m l BP05 -B m a ° a m I M a �a N O a of N N 1 N N cV M I ( I M M I ( m 1 I I BP1D - B i m I i 1 � 1'0 1'0 z I I I I I m CD I m( o o m o 0 O O IL m l m m N I N m l O O I I I O O N N m l 1 i 1 i BP10 -B m i m ( m • 1 I m 1'0 I 1 BRACING ( BP15 -B NI m l O O NI m l O O 1 ( I I I I 1 N N MEZZ. BRACING ( I I BP15 -8 1'0 m U CD I Q z I I i K I Tr 'YY' m m O O L I m m o 0 Q m m N O 1 O m O O I I � O 1 I 1 N m I W a N l m N I �1 N N 86'0 0/0 OF STEEL 3 22'0 4 23'0 5 20'0 6 18'10 2 7 0 o PORTAL FRAME o PORTAL FRAME o BP06 -B BP06 -B m m l BP05 -8 m m l BP05 -B m a O 0 ° M a �a N O a of o n > O O O a a o m W O N 1 11 21'2 11 11 17'0 i 11 1'0 z I I m CD I N I d Q ? R' O O IL m m O O IL m l m m N I N m l O O N N IJ 1 MEZZ. I 1 BRACING ( BP15 -B m m �- - - - - -- N ( IBASE PLATES M N � 6" B.F.F. m n I a o m m 32'0 0 22'0 m( a a ' - i m 1 m BP15 -B m� mi ml� o� CL l m m l m l 0 BRACED BAY 23'0 20'0 18'10 } 140'0 OUT TO OUT OF STEEL REVISIONS DATE DATE REVISIONS ANCHOR BOLT PLAN (FINISHED FLOOR ELEV. - 100'0) 'MADE I CK'D I DATE I ENGR I DATE 1 o o O� p N 0 1'1 Z J W O S O S O 0 ° a ERECTOR NOTE: PLEASE REVIEW ANCHOR BOLT LOCATIONS AND SPACINGS CAREFULLY. STANDARD ANCHOR BOLT PLACEMENTS HAVE BEEN MODIFIED. DRAWING SUBMITTAL SCALE: NONE DATE STATUS _ AMET [• ] FOR CONSTRUCTION DRAWN BY. AL 04/23/07 355 DIVIDEND DR [ ] FOR APPROVAL FOR PERMIT ONLY CHECKED BY: V REXBURG, ID [ ] [ ] FOR PREUMINARY DESIGN APPD BY: ( SILVERTREE BUILDERS, INC. SAD BY: 04/24/07 07:47:07 Ver. 28.1 PASO DRAWING. IILV,NU. NUMBER' 51591301 AB -1 0 'IRT- � GIRT - GIRT , �- UNE JNE -Z GIRT UNE UNE GIRT UNE-,, GIRT UNE-, GIRTGIRT U I I W I N 1� fV N i 1'8 ! �N l0 DD I .-N p O p .-N N r r w a w M N -N N p p N Lo N M M N OD M In 0 i0 ; f N m m 4 C 11 5 4 =2' 1 2 12 12 32 2Z 21 22 7 4 5 11 \ \ 7 21 2 ZZ 27 2 2Z 3/4 - AS 3/4'AB t'AB 11 1 1 7 1 /4'AB 1 1 /4'AB 10 1 0 10 10 BP01 —A BP02 —A BPO4 —B BP05 —B BP06 —B BP07 —B BP03 —B 1'2 8 10 3 1 1 t GIRT UNE GIRT UNE t t , N 3/4-AB 1z 2 2z 1•AB m� ao 2z 2z 2q 1 1/4-AB GIRT z p I ( 1'0 UNE z E1 ,r w r7 v z 4 5 4 8 O � N N - ( LL7 — -- p n a N N O N — S O N f N ,•AB 2z 2z 22 3/4'AB 1z iz 22 I N h-•i 1,1 CE FRAME 10 10 BP03 —A BP08 —B BP23 —B BP22 —A BP09 —B BP10 —B 6" B.F.F. 6" B.F.F. 6" B.F.F. 10 10 s 1'0 1 z 3 2 32 1 z 3 2 3 2 1 ' 2z 2z 1'AB 1 z 44E]�H] 3 2 2 2 2 2 -N 3 /4 -AB � -N 3 /4*AB � �1 1/4'AB GIRT UNE g z z 1'0 UNE O O �� h- 1 t02 I OZ � I N I "1 -�+ z Tn � 42 5 4 8 I I N o 'N N 0 Z r O c z o o J J I I I I 12 32 1 3 4 I I FRAME - Ct FRAME I BP05 —A Bpi 1 —B BP21 —B BP12 —B BP13 —B BP15 —B BPO4 —A 6" B.F.F. 6 B.F.F. 6" B.F.F. 6" B.F.F. 6" B.F.F. " 5 5 8 8 6 10 10 1 1 1 1 1 1 11 21 �26 1 2 2 1 1 1 2 2 2 2 2 2 3/4•AB 2 2 3/4•AB 2 2 2 2 2 t .� 2 2 2 3/4•A8 2 2 2 1 7/4 7/4 .� 2 N O O O � I 10 I .0 I c I ap I 00 I �� ° T e1 I co UN GIRT UNE U GIRT UNE GIRT UNE GIRT - i 1 - U ®�� 5 ro BASE PLATE DETAILS �� 1t2 BP06 —A BP07 —A BP16 —B BP17 —B BP18 —B Bpi 0 —B 1 ` 11 1 REVISIONS MADE CK'D DATE ENGR I DATE NO.1 REVISIONS MADE CK'D I DATE ENGRI DATE I DRAWING SUBMITTAL SCALE: NONE DATE EL PASO ILLINOIS STATUS AMET [y] FOR CONSTRUCTION DRAWN BY: AL 04/23/07 355 DIVIDEND DR [ ] FOR APPROVAL [ FOR PERMIT ONLY CHECKED 8Y: 7 REXBURG ID AMERICAN BUILDINGS COMPANY [ ] FOR PREUMINARY DESIGN APPD BY: L SILVERTREE BUILDERS INC. DRAWING. REV.NO. CAD BY: AL 04/23/07 08: 51:47 Ver. 28.1 NUMBER' 51591301 AB - 0 H1 H2 I A B C D E F LOADING FRAME LINE 1 CONDITION A g C H D E F H2 (kips) V V H1 H2 V H1 (kips) H2 V H2 V H2 V +4.7 (kips) (kips) (kips) (kips) (kips) kips (kips) (kips) (kips) (kips) (kips) (kips) (kips) D +0.4 +1.2 -0.8 -0.2 +1.0 -1.2 to +1.0 +31.7 +1.2 -1.1 +0.4 C +0.7 +1.6 to +15.8 +1.4 +0.4 to +1.4 to +1.6 +0.7 +1.0 +16.1 -0.0 -0.2 -13.9 +18.3 -0.2 S +14.7 -0.3 +2.7 -0.2 +33.9 -0.0 L to to -3.5 -15.6 to -8.4 -4.5 to to to to to W +1.7 +5.4 to -14.1 +5.4 -10.1 +4.4 +5.3 +0.8 +5.4 +3.9 +1.7 S +3.0 +9.5 +2.3 +8.8 -4.7 -17.1 +8.7 -2.3 +15.3 -4.1 +9.0 E to -5.7 -2.6 -3.4 -4.9 -2.6 -3.5 -14.1 -3.5 -10.9 -3.6 -3.3 W -1.8 to to to to to to -4.8 to -5.8 +2.4 -4.9 -5.9 -5.4 +3.3 +2.6 +3.1 +3.3 +2.6 +3.1 E +3.2 to +3.2 to to to -7.0 -5.5 to -7.0 -5.5 +5.9 +5.4 +5.8 +0.1 +2.2 +10.4 E +3.6 to to -5.9 to to -0.1 -2.2 -10.4 -3.1 -3.8 E to to +7.0 +5.5 to +7.0 +5.5 to to at X braced boys) +26.9 +5.9 +21.7 H7 = horizontal force in the plane of frame H2 = horizontal force perpendicular to the plane of frame H1 2 H 1 A B.7 D.3 F H LOADING FRAME LINE 3 A 8.7 D.3 V F H CONDITION V (kips) H1 (kips) H2 (kips) V (kips) V (kips) V (kips) Ht (kips) V (kips) H1 (kips) +4.2 D +3.0 +0.2 -3.6 +5.1 +4.7 +4.5 +0.1 +2.5 -0.2 C +2.1 +0.2 +3.6 +4.7 +4.5 +7.7 -31.7 +5.3 -0.3 -13.9 -0.8 -0.2 to -1.2 to -1.2 +31.7 -0.6 -1.1 L to to +34.9 to +15.8 to +0.4 to to to +6.9 +0.7 -1.6 +16.1 to +26.0 -13.9 +18.3 +0.2 S +14.7 +1.7 +2.7 +34.7 +33.9 +57.0 +0.4 +25.5 -2.1 -3.5 -15.6 -6.4 -8.4 -4.5 E to to to to W to +0.9 to -14.1 -13.2 -10.1 +4.4 -3.3 +0.8 at X broced bas +3.9 +4.6 +8.4 +8.4 +2.3 - 3.5 -4.7 -17.1 -2.3 -3.5 -4.1 -4.9 E to to -0.3 W -6.6 to to -14.1 -13.2 -10.9 -14.0 -3.3 to to +1.8 +2.9 +1.2 +2.4 -4.9 -5.9 -5.4 -5.8 -0.1 -2.2 -10.4 -3.1 -3.8 E to to to to to to to to to to +4.9 +5.9 +5.4 +5.8 +0.1 +2.2 +10.4 +3.1 +3.6 +4.1 -26.9 -5.9 -21.7 -5.8 -0.1 -2.2 -10.4 -3.1 -3.8 E to to to to to to to to to at X braced boys) +26.9 +5.9 +21.7 +5.8 +0.1 +2.2 +10.4 +3.1 +3.8 H1 = horizontal force in the plane of frame H2 = horizontal force perpendicular to the plane of frame PORTAL FRAME IL y i 4 5 V LOADING COLLINE H CONDITION 4 5 V H1 V H1 V (kips) V (kips) (kips) (kips) (kips) (kips) D +4.2 +0.1 +4.2 -0.1 -0.3 -8.5 -3.6 -8.5 -3.6 W to to to to -0.3 +8.5 +3.6 +8.5 +3.6 L -31.7 -18.2 -31.7 -13.9 E to to to to -0.5 +31.7 1 +13.9 +31.7 +18.2 H1 = horizontol force in the plane of frame REACTION SCHEMATICS H1 1 A B.7 D.3 F V LOADING FRAME LINE 2 CONDITION A B.7 D.3 F V (kips) H1 (kips) V (kips) V (kips) V (kips) H7 (kips) V (kips) D +2.5 +0.3 +4.9 +5.1 +3.3 -0.3 C +2.1 +0.3 +43 +4.7 +2.2 -0.3 +3.5 -0.8 -0.3 +1.8 +0.3 -0.9 -1.1 L to to +12.7 +12.8 to to -0.2 +5.9 +1.1 -0.5 -1.0 +6.1 +0.3 S +16.3 +3.5 +34.9 +38.4 +37.0 -3.5 to -7.5 -3.7 to -16.2 +5.8 -1.6 W to to -13.9 to -6.8 to S +0.4 +2.7 +67.1 +0.5 +27.1 +3.3 +0.8 -3.3 -3.5 -5.3 -6.4 -4.4 -4.5 E to to to to to to to +3.3 +3.5 +5.3 +6.4 +4.4 +4.5 H1 = horizontal force in the plane of frame H2 horizontal force perpendicular to the plane of frame H1 2 H 1 A 8.7 D.3 F H V LOADING FRAME LINE 4 A B.7 0.3 F F V H CONDITION V (kips) H1 (kips) H2 (kips) V (kips) V (kips) V (kips) H1 (kips) V (kips) H1 (kips) (kips) D +2.8 +0.3 (kips) +4.3 +3.9 +5.2 +0.2 +3.5 -0.3 C +1.8 +0.3 -0.1 +3.8 +3.6 +12.3 +13.1 +10.0 -0.6 -0.6 -0.2 -1.2 -0.5 -1.0 -0.5 -1.9 L to to to to +13.1 to +0.8 to to to +5.8 +1.0 +0.8 +13.2 +41.8 +34.8 +0.2 S +13.1 +2.6 +67.1 +28.4 +27.1 +63.8 +0.8 +47.1 -3.4 -5.3 -14.9 -8.4 -1.4 W to W to +1.1 to -11.6 -10.4 -12.4 -6.5 +1.3 at X braced bo ys) +4.6 +8.4 +2.3 - 3.5 -4.7 -17.1 -6.4 -3.5 -4.1 -4.9 E to to to -0.8 W to to to -11.6 -10.4 -14.0 +17.1 -6.5 to +0.6 +2.9 +2.4 -4.4 -5.4 -5.2 -0.0 -4.0 -3.2 -4.1 E to to to to to to to +4.4 +5.4 +5.2 +0.0 +4.0 +3.2 +4.1 -26.9 -5.4 -21.7 -5.2 -0.0 -4.0 -3.2 -4.1 E to to to to to to to to of X braced bas +26.9 +5.4 +21.7 1 +5.2 +0.0 1 +4.0 1 +3.2 1 +4.1 Ht = horizontal force in the plane of frame H2 = horizontal force perpendicular to the plane of frame LOADING FRAME LINE 5 CONDITION p I C F H V H1 V H1 V H1 V H1 (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) D +2.3 +0.1 +7.3 +7.9 +0.1 +2.8 -0.1 C +5.2 +0.2 +13.1 +17.3 +8.9 -0.3 -1.7 -0.5 -2.0 -0.9 L to to +39.7 +53.5 +0.4 to to +16.7 +0.8 +29.0 +0.5 S +23.7 +1.0 +67.1 +81.6 +0.4 +35.7 -1.4 -5.3 -2.8 -1.4 W to to -17.7 -19.3 -4.6 to +0.3 +2.7 +2.3 - 3.5 -4.7 -17.1 -17.6 -4.1 -4.9 E to to to +21.1 to -21.1 to to +3.5 +4.7 +17.1 +17.6 +4.1 +4.9 H1 = horizontal force in the plane of frame IL i A C F H V DATE ENGR I DATE NO.1 REVISIONS MADE CK'D I DATE I ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS AM ET [•J FOR CONSTRUCTION DRAWN BY: AL 04/23/07 355 DIVIDEND DR [ J FOR APPROVAL CHECKED BY: [ J FOR PERMIT ONLY J REXBURG, ID [ J FOR PRELIMINARY DESIGN APPD 8Y: (,� `,. ILVERTREE BUILDERS, INC. CAD BY: I AL 04/23/07 D6:51:39 Ver. 28.1 I H2 H� N Z 0 Hy IH2 I SCHEMATIC VIEW ALL FRAMES ARROWS INDICATE THE DIRECTION THE SLAB MUST REACT A NEGATIVE VALUE INDICATES THE ARROW DIRECTION IS REVERSED .P EL PASO ILLINOIS AMERICAN BUILDINGS COMPANY DRAWING. 51591301 AB - 3 REV.NO. NUMBER' 0 REACTION SCHEMATICS Hi H2 I A C F H V LOADING FRAME LINE 6 CONDITION A C F H V H1 H2 V V H1 V H1 D +4.1 (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) D +2.0 +0.1 to +7.0 +7.1 +0.2 +2.4 -0.1 C +8.2 +0.1 -18.1 +19.0 +19.1 E +8.1 -0.3 to -1.7 -0.5 +39.8 +13.9 +39.8 +18.1 -1.8 -0.9 L to to +1.2 +61.4 +62.0 +0.5 to to +0.1 +27.7 +0.8 +27.4 +0.5 S +35.5 +1.0 +4.1 +95.4 +92.2 +0.7 +32.7 -1.4 -0.2 -13.6 -0.3 -8.4 -0.3 -0.3 -0.2 W to +1.3 to -16.2 -15.6 -4.2 +0.7 at X braced bas +5.9 to +8.4 to +0.4 to to to -4.8 -2.6 +0.3 +28.4 1 +27.9 -1.1 W to to -16.2 -17.4 +14.8 -4.2 to +17.9 +0.4 +2.6 +34.2 +0.8 +32.9 +0.8 +23.0 +1.9 +32.0 -3.3 -4.3 -4.5 -4.6 -3.4 -3.9 E to to to to to to +3.3 +4.3 +4.5 +4.6 +0.8 +3.4 +3.9 -32.6 -4.3 -31.0 -4.5 -4.6 -3.4 -3.9 E to to to to to to to at X braced boys) +32.6 +4.3 1 +31.0 1 +4.5 +4.6 1 1 +3.4 +3.9 PORTAL FRAME H1 y i 6 7 V LOADING COL LINE H CONDITION 6 7 V Hi V H1 G H (kips) (kips) (kips) (kips) D +4.1 +0.1 +4.1 -0.1 H2 -10.7 -3.6 -10.7 -3.6 W to to to to (kips) +10.7 +3.6 +10.7 +3.6 (kips) -39.8 -18.1 -39.8 -13.9 E to to to to +39.8 +13.9 +39.8 +18.1 n i - nonzonw. tor=e in ma prone or name Ht = horizontal force in the plane of frame H2 = horizontal force perpendicular to the plane of frame H1 fi A B C D E F G H H2 V LOADING FRAME LINE 7 CONDITION A MEZZANINE X- BRACING REACTIONS B C D,E F G H V H1 H2 V H2 H2 V H2 V H2 V H2 V H1 (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) D +1.1 +1.2 +1.0 +1.1 +1.0 +1.2 +1.4 C +4.3 +0.1 +4.1 -0.1 -0.3 -0.0 -0.2 -0.3 -0.3 -0.3 -0.2 -0.4 -0.3 L to to to +0.8 to +0.8 to +0.4 to +0.4 to to to +15.5 +0.3 +28.4 1 +27.9 +17.7 +27.9 +28.4 +14.8 +0.0 S +17.9 +0.4 +34.2 +0.8 +32.9 +0.8 +23.0 +0.4 +32.0 +0.4 +31.8 +16.4 -0.4 -11.1 -8.4 W to +0.8 to -1.8 +0.3 at X braced bas +8.3 +8.4 -2.2 -1.4 -3.1 -3.2 -3.3 -3.4 -3.4 -2.5 -0.7 W to to -5.1 to -4.4 to -4.6 to -4.4 to -5.0 to to +0.9 +1.4 +3.5 +3.6 +3.7 +3.7 +3.8 +0.3 +1.0 -3.2 -2.3 -3.7 -2.2 E to to to to +3.2 +2.3 1 +3.7 +2.2 -32.6 -2.3 -31.0 -3.7 -12 E to to to to to at X braced boys) +32.6 +2.3 +31.0 1 +17 1 +2.2 H1 = horizontal force in the plane of frame H2 = horizontal force perpendicular to the plane of frame 1 H2 Hy Z 0 EE H1 1 H2 1 SCHEMATIC VIEW ALL FRAMES ARROWS INDICATE THE DIRECTION THE SLAB MUST REACT A NEGATIVE VALUE INDICATES THE ARROW DIRECTION IS REVERSED © E O LINE� - F 31.41( I E O UNE- C O �-I � 20.gK i 17.9K t 17.9K t 11.9K t 11.9K MEZZANINE X- BRACING REACTIONS MEZZANINE X- BRACING REACTIONS (IW RECTION MAY BE OPPOSITE E ABOVE REACTIONS ARE IN DIRECTION MAY BE OPPOSITE HE ABOVE REACTIONS ARE IN ADDITION TO FRAME REACTIONS ADDITION TO FRAME REACTIONS O E� LINE� - 7 � I 141K 1 I t 8.OK 8.OK MEZZANINE X- BRACING REACTIONS IR CTION MAY BE OPPOSI HE ABOVE REACTIONS ARE IN ADDITION TO FRAME REACTIONS E D + C L __21.61< 12.3K : 16.OK = 56.3K INDEPENDENT MEZZ. COLUMN REACTIONS (SEISMIC LOADS (E) ONLY AT COLUMNS W/ X -BRACE ATTACH) 2961 di NO.1 REVISIONS MADE I CK'D I DATE ENGR I DATE NO.1 REVISIONS MADE CK'D DATE ENGR I DATE DRAWING SUBMITTAL SCALE: NONE DATE EL PASO \ : ILLINOIS STATUS AM ET [ + ] FOR CONSTRUCTION DRAWN BY: AL 04/23/07 355 DIVIDEND DR [ ] FOR APPROVAL CHECKED BY [ ] FOR PERMIT ONLY A REXBURG, ID AMERICAN BUILDINGS COMPANY [ ] FOR PREUMINARY DESIGN APPD BY: 11; 4 4 SILVERTREE BUILDERS, INC. DRAWING CAD BY: 04/23/07 08:51:45 Ver. 28.1 NUMBER' 51591301 AB - 4 0 STD. PURUN STD PURUN PURLIN - - -- � --- --- -- - - -- FRAME BRACE TIP ALL PURLINS) PURUN BOLTS O% RAFTER 8C12 STRUT CHANNEL FRAME BRACE v� (2)1/2X1 1/4 A325 ENDWAL = == SC12 STRUT CHANNEL SEE BOLT CHART i SEE BOLT CHART INTERIOR COLUMN (2)1/2'0 X 1 1/4 BOLTS (TYP) INTERIOR COLUMN DETAIL A SECTION t B E-01 E -01 42'B 4 C M FB -1 F n N � N N I S17E DEPTH EA A LIC A 4 FB -1 1'0 21'7 5/16 N N 8 14 O 5'0( +- 1/16) n SPLICE QTY I S17E DEPTH EA A LIC A 4 1/2 X 1 1/4 1'0 21'7 5/16 B 8 3/4 X 2 1'0 22'3 3/4 C 8 3/4 X 2 1'0 1/4 22'8 1/2 D 4 3/4 X 2 1'0 1/4 23'7 7/16 E 4 1/2 X 1 1/2 9 7/ 22'0 3/8 F 4 1/2 X 1 1/2 9 7/8 22'5 3l8 A I E I I I I I I I I I I I I I I I i I I I I I I %2 %2 I I i I I I I I i I I I I I I I i i � I I I I I I I I I I I I I I I I I I I I I I I I H 4 1 X 1 1 9 7%8 23'3 34'8 e 2'6 2'6 3'0 2'0 2'0 81 i I w_ T r r r r r r r r r " I m m J f J . J- m.T J r ER -5003 ER -5002 R -5001 I 8C12 -5.2X2 I I D I DETAIL -A 8C12 -5.2X1 i G I H ISC12 - 5.2X1 I i F B C I A I E I I I I I I I I I I I I I I I i I I I I I I I i I I I I I I I I I I I I I I I I I I i I I I i I I I I I i I I I I I I I i i � I I I I I I I I I I I I I I I I I I I I I I I I PEN FOR MASONRY EC -5001 NOT BY ABC) B 7g 1'3:1 1 18'8 : TO CL OF COLUMN DATE EI -0104A \- EI -0103A \- EI -0102A 20'0 TO CL OF COLUMN I 20'0 TO CL OF COLUMN I 20'0 TO CL OF COLUMN 100'0 OUT TO OUT OF GIRT LINE COLUMN & BEAM CROSS SECTION FRAME LINE 1 m 7D N O N EI -0101A EC -5002 = \ -OP EN 7g B 18'8 : TO CL OF COLUMN 1 11,37 DATE NO.1 REVISIONS MADE CK'D I DATE ENGR I DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS AM ET [ ] FOR CONSTRUCTION DRAWN BY: AL 04/25/07 355 DIVIDEND DR [ ] FOR APPROVAL FOR PERMIT ONLY CHECKED BY: �` ` Q REXBURG, ID [�] [ ] FOR PRELIMINARY DESIGN APPD $ J SILVERTREE BUILDERS, INC. CAD BY: 04 /25/07 11-14:1S Von 28.1 296-1 $ cl 4 a �.w PERMIT USE ONLY NOT FOR CONSTRUCTION EL PASO ILLi AMERICAN BUILDINGS COMPANY DRAWING. 51591301 E - 01 REV.10. NUMBER' 0 /2 X 1 1/4 A325 BOLTS ! WASHERS PER BOLT A DRILL 9/16 "0 HOLES AS REQ'D.) (BEYOND) N SECTION B 12 *AT NOTED LOCATIONS E-01 tr 4 700'0 4 20,0 3'. SP LICE QTY I S17E DEPTH CLEAR AT SPLI A 8 12 8 3 4 X 2 3/4 X 2 1'10 5 8 1'10 3/4 20 9 3/16 21'1 7/16 C 8 3/4 X 2 1'10 7/8 21'9 3/4 D 8 3//4 X 2 1'10 7/8 22'0 1/16 E 10 1 k 2 3/4 1'11 22'8 5/8 4 X 2 8 5/8 22'5 1/46 G 1%2 12 0 10 0 io u� M N 2'7 �D i(1 O N OPEN (NOT 8 i i 108 2'6 a, 33'4 TO CL OF COL 30'9 TO CL OF COLUMN 30'9 g TO CL OF COL 100'0 OUT TO OU OF G IRT LI RIGID FRAME CROSS SECTION FRAME ID: 51591301.01A FRAME LINE 2 REVISIONS MADE CK'D I DATE ENGR I DATE NO.1 REVISIONS MADE CK'D I DATE ENGR I DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS AM ET [ ] FOR CONSTRUCTION DRAWN BY: AL 04/25/07 355 DIVIDEND DR [ ] FOR APPROVAL [•] FOR PERMIT ONLY CHECKED BY: JA 5111 -1 REXBURG, ID [ ] FOR PRELIMINARY DESIGN APPD BY: I (lAk I; 1 a SILVERTREE BUILDERS, INC. CAD BY: I t: 04/25/07 13:34:16 Ver. 28.1 O i0 20 as O ? tt PERMIT USE ONLY NOT FOR CONSTRUCTION EL PASO AMERICAN BUILDINGS COMPANY DRAWING. 51591301 E - 02 REV.NO. NUMBER' 0 12 i� s 140 16'0 1 26'6 33'4 16 e 8" CONSTRUCTION — 26'10 (NOT BY ABC) M N OPEN FOR MASONRY (NOT BY ABC) B I 1'3 REVISIONS 31'5 TO CL OF COLUMN DATE IENGRI DATE 6 X 0.2188 PIPE 33'4 TO CL OF COLUMN REVISIONS 6 X 0.2188 PIPE 33'4 TO CL OF COLUMN 140'0 OUT TO OUT OF GIRT LI RIGID FRAME CROSS SECTION FRAME 10: 51591301.02A FRAME LINE 3 m r— m N w iD N 38'1 TO CL OF COLUMN 1 H PERMIT RE ONLY NOT FOR CONSTRUCTION MADE CK'D I DATE I ENGR DATE I DRAWING SUBMITTAL SCALE: NONE DATE STATUS 1 AM ET [ J FOR CONSTRUCTION DRAWN BY: I AL 04/25/ 7 355 DIVIDEND DR [ J FOR APPROVAL FOR PERMIT ONLY CHECKED BY: I O f REXBURG, ID ['J [ ]FOR PRELIMINARY DESIGN APPD BY: (S L, )* SILVERTREE BUILDERS, INC :AD BY: 04/25/07 13:34:22 Ver. 28.1 1 - I AMERICAN BUILDINGS COMPANY DRAWING NUMBER' 51591301 E -03 D 26'11 is _. 3348 - -•- SPLICE BOLT TABLE 'LICE QTY I SIZE DEPTH CL A A 18 3/4 X 2 2'6 5/8 19'10 7/8 B 8 3/4 X 2 20 5/8 2011 7Y16 C 8 3/4 X 2 2'0 9/16 21'7 3/4 D 8 3/4 X 2 20 5/8 224 1/8 E 8 3/4 X 2 2'0 5/8 22'8 1/8 F 14 3/4 X 2 3/4 2'6 7/16 229 G 4 1/2 X 2 6 5/ 21'3 1/16 H 4 1/2 X 2 6 5/8 21'11 7/16 1 4 1/2 X 2 22'7 3X 12 i� s 140 16'0 1 26'6 33'4 16 e 8" CONSTRUCTION — 26'10 (NOT BY ABC) M N OPEN FOR MASONRY (NOT BY ABC) B I 1'3 REVISIONS 31'5 TO CL OF COLUMN DATE IENGRI DATE 6 X 0.2188 PIPE 33'4 TO CL OF COLUMN REVISIONS 6 X 0.2188 PIPE 33'4 TO CL OF COLUMN 140'0 OUT TO OUT OF GIRT LI RIGID FRAME CROSS SECTION FRAME 10: 51591301.02A FRAME LINE 3 m r— m N w iD N 38'1 TO CL OF COLUMN 1 H PERMIT RE ONLY NOT FOR CONSTRUCTION MADE CK'D I DATE I ENGR DATE I DRAWING SUBMITTAL SCALE: NONE DATE STATUS 1 AM ET [ J FOR CONSTRUCTION DRAWN BY: I AL 04/25/ 7 355 DIVIDEND DR [ J FOR APPROVAL FOR PERMIT ONLY CHECKED BY: I O f REXBURG, ID ['J [ ]FOR PRELIMINARY DESIGN APPD BY: (S L, )* SILVERTREE BUILDERS, INC :AD BY: 04/25/07 13:34:22 Ver. 28.1 1 - I AMERICAN BUILDINGS COMPANY DRAWING NUMBER' 51591301 E -03 D 26'11 is _. 3348 - -•- SPLICE QTY I S IZE DEPTH CLEAR AT SPLIC A 20 3/4 X 2 2'6 1 2 19'11 B 8 3/4 X 2 2'0 9/16 20'11 7/16 C 8 3/4 X 2 2'0 1/2 21'7 13 16 D 8 3/4 X 2 2'0 5/8 22'4 1 8 E 8 3/4 X 2 2'0 5/8 228 1/8 F 14 3/4 X 2 3/4 2'6 7 16 22'9 G 4 1/2 X 2 6 5/ 6 21'3 3 16 1 4 1/2 X 2 5/8 22'7113/16 12 t r 4 140'0 e 26' 11 33'4 e 33'4 16 16'0 26'6 g 8' CONSTRUCTION — 26'10 (NOT BY ABC) N OPEN (NOT 8 I 1'3 - 1'11 31'5 TO CL OF COLUMN 33'4 TO CL OF COLUMN 33'4 TO CL OF COLUMN 38'0 g TO CL OF COLUMN 140'0 OUT TO OUT OF GIRT LINE A RIGID FRAME CROSS SECTION FRAME ID: 51591301.028 FRAME LINE 4 REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS AMET [ ] FOR CONSTRUCTION DRAWN BY: AL 04/25/07 355 DIVIDEND DR [ ]FOR APPROVAL [�] FOR PERMIT ONLY (5 ECKED eY: o7 REXBURG, ID [ ] FOR PRELIMINARY DESIGN APPD BY, L S a SILVERTREE BUILDERS, INC CAD BY: 04 /25/07 13:34:27 Ver. 28.1 13e m r— t0 N N t io N L r � PERMIT USE ONLY NOT FOR CONSTRUCTION r AMERICAN BUILDINGS COMPANY DRAWING. 51591301 E - 04 REV-NO- NUMBER' 0 :'L SPLICE BOLT TABLE J. A QTY 16 SIZE 3/4 X 2 DEPTH 2 6 1/2 CLEAR 19'10 B 12 3/4 X 2 2'6 7/8 20'7 C 10 3/4 X 2 26 9/16 21'1 D 10 3/4 X 2 2'7 21'8 E 10 3/4 X 2 2'7 22'2 F 16 3/4 X 2 3/4 2'6 1/2 22'8 G 4 1/2 X 2 20'10 H 4 1/2X2 22'1 33'7 g 25'0 3 16 18 O 5'0( +- 1/16) 4'3 a 4'3 1 T T Tr r -�- RR -0401 RR -0402 N OPEN FOR MASONRY-/-I \- RC -0401 (NOT BY ABC) 8 1'3 1 - 11 , 38'1 TO CL OF COLUMN T RI -0401 DATE I NO.1 REVISIONS 12 1� 4 1ao'o e 30'0 21'0 g 26'6 10 O 4'0(+- 1/16) n n 10 r RR -0404 T RI -0402 60'0 TO CL OF COLUMN J. 38'0 a TO CL OF COLUMN 140'0 OUT TO OUT OF GIRT LINE RIGID FRAME CROSS SECTION FRAME ID: 51591301.02C FRAME LINE 5 MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE AMET 355 DIVIDEND DR REXBURG, ID SILVERTREE BUILDERS, INC [ ] FOR CONSTRUCTION [ ] FOR APPROVAL [�] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: AL 04/25/07 CHECKED BY: A 5 Ito") DESIGN APPD BY: 5` ` CAD BY: )_ 04/25/07 13:34:30 Ver. 28.1 -m <o 8" CONSTRUCTION - 26'10 (NOT BY ABC) RR -0405 r„ a � N N RC-0402 -/ P i'3 6 I 2 S6 I t �o PERMIT USE ONLY NOT FOR CONSTRUCTION EL PASO AMERICAN BUILDINGS COMPANY DRAWING, 51591301 E - 05 REV.NO. NUMBER' 0 SPLICE QTY SIZE DEPTH A LIC A 12 34X2 261 2 19'11 B 14 3/4 X 2 2'1 21'1 1/8 C 8 3/4 X 2 2'0 3/4 21'7 3/8 D 8 3/4 X 2 2'1 222 7/8 E 8 3/4 X 2 2'1 22'8 1/8 F 12 3/4 X 2 3/4 2'6 7/16 22'9 H 4 1%2 X 2 22'7 5/8 .-m 8" CONSTRUCTION — 26'10 (NOT BY ABC) N N OPEN (NOT 8 _I 1 ' 2 8 1'1O a 38'1a 38'1 n TO CL OF COLUMN 60'0 TO C L OF COLUMN 140'0 OUT TO OUT OF GIRT LINE RIGID FRAME CROSS SECTION FRAME ID: 51591301.02D FRAME LINE 6 38'0 a TO CL OF COLUMN a N PERMIT USE ONLY NOT FOR CON TRUCTION REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE EL PASO STATUS AM ET [ ] FOR CONSTRUCTION DRAWN BY: AL 04 25/07 355 DIVIDEND DR eig [ ] FOR APPROVAL CHECKED BY: [ *) FOR PERMIT ONLY � O REXBURG, ID AMERICAN BUILDINGS COMPANY (] FOR PRELIMINARY DESIGN APPD BY: L, S % +'Y SILVERTREE BUILDERS, INC. DRAWING. REV. CAD BY: L_ 04/25/07 13:34:32 Ver. 28.1 NUMBER' 51591301 E -06 0 iA N 13g 12 1 4 140 i 25 jg 30'0 21'0 g 26'6 g 33'7 4 10 O 4'0(+— 1 /16) SPLICE BOLT TABLE �LCE QTYI SIZE DEPTH CLEAR AT SPLI A 12 3/4 X 2 1 5/8 21'2 11 16 B 8 3/4 X 2 1'2 5/8 21'6 116 C 8 3/4 X 2 12 1/2 21'11 1116 D 8 3/4 X 2 1'2 1/2 22'4 16 E 8 3/4 X 2 1'2 1/2 22'9 1/16 F 8 3/4 X 2 1'2 1/2 23'2 1/16 G H 8 3/4 X 2 12 5/8 237 1/16 1 12 4 3/4 X 2 3/4 1/2X2 1'2 5/8 77x3 24'0 1y 16 21'97 J 4 1 /2 X 2 7 7 22'2 7/8 L 4 M 4 1 / 2 1 %2 X 2 X 7 7%8 7 230 7 2 7/8 23'5 7%8 N 4 1/2 X 2 7 7/8 23'10 13/16 13'9 20'0 20'0 18 O 5'0( +- 1/16) n N n N N 12 i� 4 140'0 20'0 1. 200 ig 200 g 22'8 ie 10 O 4'0( +- 1/16) a io N OPEN FOR MASONRY- RC -0601 EI -0501 B �- EI -05028 EI -0503B �- EI -05048 EI -05058 `EI -05068 RC -0602 w (NOT BY ABC) 11,01, Vo 1'8 1 18'3 Z TO CL OF COLUMN 20'0 TO CL OF COLUMN 20'0 TO CL OF COLUMN 20'0 TO CL OF COLUMN 20'0 TO CL OF COLUMN 20'0 TO CL OF COLUMN 18'3 g TO CL OF COLUMN g p* 2968 140'0 OUT TO OUT OF GIRT LINE RIGID FRAME CROSS SECTION FRAME ID: 51591301.02E FRAME LINE 7 NOTE: THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED ` TO ACCOMMODATE ANY FUTURE EXPANSION. PERMIt USE ONLY N0. REVISIONS MADE CK D DATE ENGR DATE N0. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMTfiAI NOT FOR CONSTRUCTION SCALE: NONE DATE EL PASO ILLIN STATUS AM ET [ ] FOR CONSTRUCTION DRAWN BY: AL 04/25/07 355 DIVIDEND DR '�' [ ] FOR APPROVAL CHECKED BY: JA Jr l7 REXBURG, ID [• FOR PERMIT ONLY AMERICAN BUILDINGS COMPANY [ ] FOR PRELIMINARY DESIGN AP PD BY: SILVERTREE BUILDERS INC. DRAWING. REV.NO. GAD BY: 04/25/07 13:34:34 ver. 28.1 NUMBER' 51591301 E -07 0 �m ONSTRUCTION - 26'10 BY ABC) N W Z 4 O S o O N O S o O O U 0 0 N o S7 5 \\ I I I 86'0 OUT TO OUT OF PURLIN LINE 1'0 22'0 23'0 20'0 18'10 2 1'1 1 2 9.5Z12- 22.61`1 / EAVE STRUT 9.5Z14- 23.01`2 (NOT BY PARAPET (ELEV. 26'10) 76 768 76 16 64 16 PS -7X 6416 6' PS-3X = S4 - 6C16 -4.11 1 4NN S5 - 6C16 -4.2 3 8NN S6 - PRBR -i S7 - 6C16 -11 1/4 S8 - CBA416 S9 - CBA420 SZ �- BR8- 29.5i/ a a�r=r N \� BR8 -27.11 S1 \ k- S2 \ / S2 BC6 -29. \ / BC6 -28.3 0 i S4 54 0 0 N ' x I S2 S4 /\ S2 N X 52 // \\ S2 PSS61 -21.11 S2 PSS61 -21.11 / PSS61 -19.11 \ S2 0 29.6 -f EXISM G BUILDING s\ BCS -29.9 j C- BCB- 28.3 S2 7 / I �/}-- S2 \ / \ / \ / \ / S2 0 3 U 54'0 S2 \/ / / \\ S2 N Si 22'6 Z 32'0 , / f� S2 \\ / \ S2 / / SS6 - L 1G S7 _ _ LL 1 S6 / S1 PSS61 -21.11 / PSS61 -19.11 :E S.W.) PS -1X St PS -3X PS -4X S7 S8 1 1 1 57 S8 `r BC6 -28.3 y 6'3 2 6'3 2 6'3 2 7'4 -1 7'4 I 7'4 1 '1 - 58 9.5Z12- 28.OP2 9.5Z74- 29.ORR S8 9.5Z12 -22.3 1/2P1 \ / 4 ) REQUIRED (30) REQUIRED 4) REQUIRED (30) REQUIRED S8 ICAL U.N. TYPICAL U.N. ICAL U.N. TYPICAL U.N. 22'0 23'0 20'0 \ / 1'1 2 3 4 1 40'0 OUT TO OUT OF PURLIN LINE 5 6 7 ' b S9 ROOF FRAMING S9 S9 0 / \ s10 s10 ,� ec6- 29.9 s1a / \ S11 sit 511 /\ z 11 I F 1- 511 S17 w N W Z 4 O S o O N O S o O O U 0 0 N o S7 5 \\ I I I N S9 ,� I BC4 -29. i a BC4 - 28.3 -7 / EAVE STRUT LII Si - 6C16 -3.11 1 /4NN S2 - CBA440 76 768 76 16 64 16 64 16 6416 6' -7 S3 - CBA450 S4 - 6C16 -4.11 1 4NN S5 - 6C16 -4.2 3 8NN S6 - PRBR -i S7 - 6C16 -11 1/4 S8 - CBA416 S9 - CBA420 SZ 9.5Z72- 26.OP1 (28) REQUIRED TYPICAL U.N. 22'6 2 9.5Z12- 38.OP1 (28) REQUIRED TYPICAL U.N. 32'0 S10 - CBA430 S11 - CBA426 REVISIONS DATE IENGRI DATE BUILDING CODE SPECIFlCATIONS REQUIRE CONSIDERATION OF SNOW SURCHARGES FOR ANY LOWER ROOF OF A STRUCTURE LOCATED WITHIN 20ft. OF A HIGHER STRUCTURE. INFORMATION SUPPLIED TO AMERICAN BUILDINGS 00. DOES NOT INDICATE THE PRESENCE OF A SHADOWING STRUCTURE WITHIN THIS 20fL ENVELOPE -WITH THE EXCEPTION OF THE EXISITING BUILDING ADJACENT TO RSW CORNER AND PARAPETS AT LINES H do 7. AS A RESULT SNOW SURCHARGES HAVE NOT BEEN CONSIDERED IN THE DESIGN WITH THE EXCEPTIOR OF THE ROOF AREA ADJACENT TO EXISTING STRUCTURE AND PARAPETS BY OTHERS. SNOW SURCHARGE FROM THESE STRUCTURES ONLY HAVE BEEN CONSIDERED IN THE DESIGN OF ABC JOB/ 51- 5913 -01. PURUN LAPS = 6' -0� TYPICAL U.N. USE (4) 3/4 X 2 A325 BOLTS ® E ACH EN OF PS - -X U.N. 1❑ USE (4) 3/4 X 2 3/4 A325 BOLTS 0 EACH END OF PS --X USE (3) 3/4 X 2 A325 BOLTS (TYP.) 0 EACH END OF PSS61- LENGTH REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE I DATE AM ET [ ] FOR CONSTRUCTION DRAWN BY: AL 04/25/07 355 DIVIDEND DR [ ] FOR APPROVAL CHECKED BY: [ +] FOR PERMIT ONLY I V REXBURG, ID [ ] FOR PRELIMINARY DESIGN APPD BY: (A- %(. S ! v:� SILVERTREE BUILDERS, INC. CAD BY: _ _ 04/25/07 13:40:57 Ver. 28.1 PERMIT USE ONLY NOT FOR CONSTRUCTION EL PASO AMERICAN BUILDINGS COMPANY DRAWING: E - 08 REV.NO. NUMBER 5 \\ ,� I BC4 -29. i BC4 - 28.3 -7 / PSS61 -21.11 / PSS61 -19.11 \ o 0 r- r \ -7 r BCB - 28.3 y N O I I °° BC6 -29. -y BC6 -28.3 i S4 54 0 0 N N S4 i \ \// X BUILDING CODE SPECIFlCATIONS REQUIRE CONSIDERATION OF SNOW SURCHARGES FOR ANY LOWER ROOF OF A STRUCTURE LOCATED WITHIN 20ft. OF A HIGHER STRUCTURE. INFORMATION SUPPLIED TO AMERICAN BUILDINGS 00. DOES NOT INDICATE THE PRESENCE OF A SHADOWING STRUCTURE WITHIN THIS 20fL ENVELOPE -WITH THE EXCEPTION OF THE EXISITING BUILDING ADJACENT TO RSW CORNER AND PARAPETS AT LINES H do 7. AS A RESULT SNOW SURCHARGES HAVE NOT BEEN CONSIDERED IN THE DESIGN WITH THE EXCEPTIOR OF THE ROOF AREA ADJACENT TO EXISTING STRUCTURE AND PARAPETS BY OTHERS. SNOW SURCHARGE FROM THESE STRUCTURES ONLY HAVE BEEN CONSIDERED IN THE DESIGN OF ABC JOB/ 51- 5913 -01. PURUN LAPS = 6' -0� TYPICAL U.N. USE (4) 3/4 X 2 A325 BOLTS ® E ACH EN OF PS - -X U.N. 1❑ USE (4) 3/4 X 2 3/4 A325 BOLTS 0 EACH END OF PS --X USE (3) 3/4 X 2 A325 BOLTS (TYP.) 0 EACH END OF PSS61- LENGTH REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE I DATE AM ET [ ] FOR CONSTRUCTION DRAWN BY: AL 04/25/07 355 DIVIDEND DR [ ] FOR APPROVAL CHECKED BY: [ +] FOR PERMIT ONLY I V REXBURG, ID [ ] FOR PRELIMINARY DESIGN APPD BY: (A- %(. S ! v:� SILVERTREE BUILDERS, INC. CAD BY: _ _ 04/25/07 13:40:57 Ver. 28.1 PERMIT USE ONLY NOT FOR CONSTRUCTION EL PASO AMERICAN BUILDINGS COMPANY DRAWING: E - 08 REV.NO. NUMBER 5 \\ ,� / PSS61 -21.11 / PSS61 -19.11 \ r- IBC8 -29. i -7 r BCB - 28.3 y N i PSS61 -21.11 / PSS61 -19.11 \ t- 29.6 -f BR8 - 28.0 -y IBRB- / \ / \ / 3 U \/ (P TYPS UN /\ TYP UN N \\ -SS / / S5 S5 :E S.W.) PS -1X PS -2X PS -3X PS -4X 1 1 1 5'4 6'3 2 6'3 2 6'3 2 7'4 -1 7'4 I 7'4 1 '1 9.5Z12- 28.OP2 9.5Z74- 29.ORR 9.5Z75- 26.ORR 9.5Z12 -22.3 1/2P1 4 ) REQUIRED (30) REQUIRED 4) REQUIRED (30) REQUIRED ICAL U.N. TYPICAL U.N. ICAL U.N. TYPICAL U.N. 22'0 23'0 20'0 18 1'1 2 3 4 1 40'0 OUT TO OUT OF PURLIN LINE 5 6 7 ' ROOF FRAMING PLAN BUILDING CODE SPECIFlCATIONS REQUIRE CONSIDERATION OF SNOW SURCHARGES FOR ANY LOWER ROOF OF A STRUCTURE LOCATED WITHIN 20ft. OF A HIGHER STRUCTURE. INFORMATION SUPPLIED TO AMERICAN BUILDINGS 00. DOES NOT INDICATE THE PRESENCE OF A SHADOWING STRUCTURE WITHIN THIS 20fL ENVELOPE -WITH THE EXCEPTION OF THE EXISITING BUILDING ADJACENT TO RSW CORNER AND PARAPETS AT LINES H do 7. AS A RESULT SNOW SURCHARGES HAVE NOT BEEN CONSIDERED IN THE DESIGN WITH THE EXCEPTIOR OF THE ROOF AREA ADJACENT TO EXISTING STRUCTURE AND PARAPETS BY OTHERS. SNOW SURCHARGE FROM THESE STRUCTURES ONLY HAVE BEEN CONSIDERED IN THE DESIGN OF ABC JOB/ 51- 5913 -01. PURUN LAPS = 6' -0� TYPICAL U.N. USE (4) 3/4 X 2 A325 BOLTS ® E ACH EN OF PS - -X U.N. 1❑ USE (4) 3/4 X 2 3/4 A325 BOLTS 0 EACH END OF PS --X USE (3) 3/4 X 2 A325 BOLTS (TYP.) 0 EACH END OF PSS61- LENGTH REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE I DATE AM ET [ ] FOR CONSTRUCTION DRAWN BY: AL 04/25/07 355 DIVIDEND DR [ ] FOR APPROVAL CHECKED BY: [ +] FOR PERMIT ONLY I V REXBURG, ID [ ] FOR PRELIMINARY DESIGN APPD BY: (A- %(. S ! v:� SILVERTREE BUILDERS, INC. CAD BY: _ _ 04/25/07 13:40:57 Ver. 28.1 PERMIT USE ONLY NOT FOR CONSTRUCTION EL PASO AMERICAN BUILDINGS COMPANY DRAWING: E - 08 REV.NO. NUMBER 4 85'4 OUT TO OUT OF PURUN LINE Af- 4 CUT CUT (5.5)FRW—lX(USE FEB-0.6 0 LAPS) W/(5.5)RJF—I & (4)GA-4 rn 0 1*1 O O 0 0 (5.5)FI P'O T 2'0 3 1 2'6 + 2'6 0 in 0 .t 4 11 4 139'4 OUT TO OUT OF PURLIN LINE ERECTION NOTE: CUT FIRST AND LAST ROOF PANEL AND BEND RAW EDGE UP ALONG ENTIRE ENDWAI I OF BUILDING. ROOF SHEETING PLAN .. CU Sheeting Direction O in p C> v 0 n Yt „zap .a PERMIT IOSE ONLY NOT FOR CONSTRUCTION REVISIONS DATE ENGR DATE NO. REVISIONS MADE CK D DATE ENGR DATE DRAWI STATUS SCALE: NONE DATE FOR CONSTRUCTION DRAWN BY: AL &a /25/07 . AM ET 355 DIVIDEND DR FOR APPROVAL CHECKED B � 1 0 REXBURG,ID FOR PERMIT ONLY J 5 1 FOR PRFUMINARY DESIGN APPD BY: (,6A j ( ; �rj% SILVERTREE BUILDERS, INC. CAD sy- AL 04/25/07 13:41:00 Var. 25.1 1 — DRAWING, 1 51591301 E-09 0 NUMBER I ERECTION NOTEIII FIELD SLOT GIRTS AS REO'D FOR DIAGONAL BRACING AT ENDWALL Q O m in a MASONRY (NOT BY AB 8Z12 -18.0 1 /2ZC (3) REQUIRED TYPICAL U.N. 20'0 P1 - 8C16 -4.3 1 /8ZZ Z2 - 8Z12 -2.3 1/8P1 P2 - 8C16 -2.3 1 /8ZZ Al - 3070 DOOR Z1 - 8Z12 -4.3 1 /8CZ REVISIONS 8Z12 -18.11 3 /4CC BZ12 -18.11 3 /4CC ( REQUIRED (3) REQUIRED TYPICAL U.N. TYPICAL U.N. 20'0 20'0 D t 100'0 OUT TO OUT OF GIRT LINE ENDWALL FRAMING AT FRAME LINE 1 8Z12 -18.11 3 4CC (3) REQUIRED TYPICAL U.N. 20'0 BZ12 -18.0 1 /2CZ (3) REQUIRED TYPICAL U.N. 20'0 GABLE ANGLE GA -1 k RSA -1 TYPICAL i I 2961 DATE ENGR I DATE I NO. REVISIONS MADE I CK'D I DATE ENGR I DATE DRAWING SUBMITTAL SCALE: NONE DATE Si'ATUS AM ET [ ] FOR CONSTRUCTION DRAWN BY: AL 04 /25/07 355 DIVIDEND DR [ ] FOR APPROVAL [� ] FOR PERMIT ONLY CHECKED BY.- 31 ? REXBURG, ID [ ] FOR PRELIMINARY DESIGN APPD BY: &A S 11 04 SILVERTREE BUILDERS, INC CAD BY: L— 04/25/07 13:46:04 Ver. 28.1 PERMIT USK "ONLY NOT FOR CONSTRUCTION EL PASO AMERICAN BUILDINGS COMPANY DRAWING. 51591301 E - 10 REV.NO. NUMBER' 0 n n n N N 14 N N C-4 C4 C4 - 7 T - - - - - - - - - (2)TSF1 -10.0 0. CL CL (FIELD CUT 2 FROM EACH & FIELD BEND) (9.5)TRW-15.2(USE FEB-0.3 0 LA PS) W/(9-5)LARF-1 & (9.5)RSA-1 W/(7)CA-5 (VIEWED FROM BACK SIDE) SHEETING PACKAGE MK# EW05S-B PARAPET FRAMING AND PANEL (NOT BY ABC) TOP OF PARAPET (NOT BY ABC) 26 A.F.F. k'j 1/20 X . 1/1 - 11 - 111 5' O/C MAX SPACING SECTION REVISIONS RR-0603 RR-0604 RR-0605 RR-0606 RR 0607 Ea�2z= 2'1 RR-0601 RR-O -T -- J CH-20 CH-2X CH-20 CH-10 CH-10 CH-2X CH-2X v, z - -- - - - - - - - - - - - - - - - - - - - - - - - - - - L) iD - - - - - - - - - - - - - - u� 0 0 M SEE E-14 FOR (L IL r4 MEZZ. BEAM LAYOUT EI-0501 B EI-0502B EI-0503B EI-05048 EI-0505B 'LEI-0506B j)F RC-0601 RC-0602 20'0 20'0 20'0 20*0 20'0 20'0 20'0 140'0 OUT TO OUT OF STEEL LINE 2961 ENDWALL FRAMING AT FRAME LINE 7 FOR THE WALL SYSTEM FURNISHED BY N 0 STRUCTURAL SUPPORT OTHERS IS NOT PROVIDED BY AMERICAN BUILDINGS COMPANY. SECONDARY FRAMING COMPONENTS FURNISHED BY AMERICAN BUILDINGS COMPANY ARE NOT A STRUCTURAL PART OF THE WALL NOTE: THE FRAMING AT THIS ENDWALL LINE IS NOT DESIGNED TO ACCOMMODATE FUTURE ADDITIONS. REACTIONS CORRESPONDING TO SYSTEM FURNISHED BY OTHERS. THE COLUMNS FURNISHED BY THIS FRAME LINE REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA AMERICAN BUILDINGS COMPANY ARE DESIGNED TO RESIST THE AND ARE NOT INTENDED TO INCLUDE ANY FUTURE MODIFICATIONS HORIZONTAL FORCES DISTRIBUTED BY AND ACTING NORMAL TO UNLESS EXPLICITLY NOTED OTHERWISE. 'b THE WALL SYSTEM. PERMIT SE ONLY I NOT FOR CONSTRUCTION DATE ENGR DATE NO. REVISIONS MADE CK'D I DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE EL ILLINUIZ� STATUS AM ET FOR CONSTRUCTION DRAWN BY: 1 AL 04/25/07 355 DIVIDEND DR FOR APPROVAL FOR PERMIT ONLY CHECKED BY 15 $ REXBURG, ID AMERICAN BUILDINGS COMPANY FOR PRELIMINARY DESIGN APPD BY. I CeAL S' I I I 'J+ SILVERTREE BUILDERS, INC. DRAWING REV.NO. NUMBER 591301 E-11 0 CAD er: 04/25/07 13;47:35 Ver. 28.1 GIRT LAPS > 6' -07 O LINES 2 & 3 1n N GA -1 1 ABC) GIRT LAPS — 2' -0' O UNES 4 -6 ((8Z)15- 26.OBR 'PY('ICAL U.N. REQUIRED 'iY�iCAL U.N. `t— BR12- 31.3 —s' REQUIRED 41CAL U.N. REQUIRED 41CAL U.N. �� BRIO- 22'6 2 32'0 22'0 23'0 20'0 18 OTHERS IS NOT PROVIDED BY AMERICAN BUILDINGS COMPANY. SECONDARY FRAMING COMPONENTS FURNISHED BY AMERICAN BUILDINGS COMPANY ARE NOT A STRUCTURAL PART OF THE WALL SYSTEM FURNISHED BY OTHERS. THE COLUMNS FURNISHED BY AMERICAN BUILDINGS COMPANY ARE DESIGNED TO RESIST THE HORIZONTAL FORCES DISTRIBUTED BY AND ACTING NORMAL TO THE WALL SYSTEM. MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS AM ET [ ] FOR CONSTRUCTION DRAWN BY: AL 04 /25/07 355 DIVIDEND DR [ ] FOR APPROVAL [s] FOR PERMIT ONLY CHECKED BY: UJ 5 REXBURG, ID (] FOR PRELIMINARY DESIGN APPD BY: ",. S1 11 SILVERTREE BUILDERS, INC. CAD '. L_ 04 /25/07 13:52:37 Ver. 28.1 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — /\ / \ \\ -- - -------- MB--X -- C -- — =�r ,M --f // BR12— BC16 -22.11 344P1 I I 8C16 -31.11 1 2ZZ / BC16 -21.11 1 2ZZ \ 13C16 -22.11 1 2ZZ 8C16 -19.11 1 2ZZ i � 8C16 -19.11 1 2P!i�- Al ((8Z)15- 26.OBR 'PY('ICAL U.N. REQUIRED 'iY�iCAL U.N. 8)216- 24.6RK ( ACAL U.N. REQUIRED REQUIRED 41CAL U.N. REQUIRED 41CAL U.N. 6- 21.OKD REQUIRED 'TYPICAL U.N. I 22'6 2 32'0 22'0 23'0 20'0 18 REVISIONS 140'0 OUT TO OUT OF GIRT LINE Al — 3070 DOOR J<LOW SIDE> SIDEWALL FRAMING PLAN AT LINE A STRUCTURAL SUPPORT FOR THE WALL SYSTEM FURNISHED BY OTHERS IS NOT PROVIDED BY AMERICAN BUILDINGS COMPANY. SECONDARY FRAMING COMPONENTS FURNISHED BY AMERICAN BUILDINGS COMPANY ARE NOT A STRUCTURAL PART OF THE WALL SYSTEM FURNISHED BY OTHERS. THE COLUMNS FURNISHED BY AMERICAN BUILDINGS COMPANY ARE DESIGNED TO RESIST THE HORIZONTAL FORCES DISTRIBUTED BY AND ACTING NORMAL TO THE WALL SYSTEM. MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS AM ET [ ] FOR CONSTRUCTION DRAWN BY: AL 04 /25/07 355 DIVIDEND DR [ ] FOR APPROVAL [s] FOR PERMIT ONLY CHECKED BY: UJ 5 REXBURG, ID (] FOR PRELIMINARY DESIGN APPD BY: ",. S1 11 SILVERTREE BUILDERS, INC. CAD '. L_ 04 /25/07 13:52:37 Ver. 28.1 SEE E -14 FOR MEZZ. BEAM LAYOUT 1'1 1 2 29- 61 , PERMIT USE ONLY NOT FdR CONSTRU EL PASO ILLIN AMERICAN BUILDINGS COMPANY DRAWING. 51591301 E - 12 REV.NO. NUMBER' 0 1E95S3 -19.11 1 2HD EGA -1 1/2 X 1 1/4 A325 W/ (2)H.T. WASHERS PORTAL COLL ILL 9/160 HOLE 0 X 1 1/4 A325 BOLT T. WASHERS AE RAFTER 1E COLUMN X 1 1/2 A325 BOLTS PORTAL FRAME SPLICE BOLT TABLE -- - SPL ICE QTY SIZE DEPTH CL A SPLIC A 20 1 X 2 3/4 25 22'7 1/2 B 20 1 X 2 3/4 2'5 22'7 1 /2 GA -1 D 4 1 X 1 1/2 5 7/8 N ILL 9/160 HOLE 0 X 1 1/4 A325 BOLT T. WASHERS AE RAFTER 1E COLUMN X 1 1/2 A325 BOLTS - ---------- ----- -- PORTAL FRAME SPLICE BOLT TABLE -- SPLIC DEPTH CL A SPLI A 16 1 X 2 3/4 25 22'7 1/2 B 16 1 X 2 3/4 2'5 22'7 1/2 GA -1 D 4 1%2 X 1 1%2 5 7/8 N/A - ---------- ----- -- ---- ------ ------ -- --- ---- --- -- - - -- PR -0801 --------- - - - --- ----- ---PR- 0701-- -- -- -- --- ------ --- - - - - -- I/ r i I GA -1 I I A g t A B I -- - -- - - - - -- I I I i -- - - - - -- - -- SB -1X - -- SB -2X - -_ - - - - -- - -� - °- - MCL -2X SB -3X - - - - -- J - — SB -4X �z f / 9 P -) D I I USE 2) 3/4 X 2 A325 BOLTS PER CUP I co I W/ (1) WASHER PER BOLT y b I I n fO N I N I p N J I rD I OPEN TO EXISITING BUILDING I r a ° a I I -- -- --- --- - -- - - -------- MB - - -- -- - - --- - -- -- MB--X --- - - - - -- MB--X I to to I MB -�c� -X O N N I SEE E -14 FOR I/ , i MEZZ. BEAM LAYOUT [ iv C I 8C16 -3.5 7 /8ZZ PC -0801 PC -0801 PC -0701 PC -0701 32'0 (4) REQUIRED 3'6 TYPICAL U.N. 22'6 2 2 5 2 t 1'1 p t 18'10 p 20'0 23'0 22'0 1'0 3 2 1 6 5 4 P 3 550 OUT TO OUT OF GIRT DNE 7 86'0 OUT TO OUT OF GIRT LINE Y <HIGH SID <HIGH SID �' .,� SIDEWALL FRAMING PLAN AT LINE F SIDEWALL FRAMING PLAN AT LINE H PARAPET FRAMING AND PANEL (NOT BY ABC) TOP OF PARAPET (NOT BY ABC) 26'10 AF.F. ,,� LLB - REVISIONS IMADEICK'D I DATE IENGRI DATE KRMIT USE ONLY N ;FOR CONSTRUCTION DATE ENGR DATE DRAWING SUBMITTAL EL PASO el gzp" STATUS SCALE: NONE DATE AM ET [ ] FOR CONSTRUCTION DRAWN BY: AL 04/25/07 355 DIVIDEND DR [ ]FOR APPROVAL CHECKED BY: [� FOR PERMIT ONLY f O7 REXBURG ID AMERICAN BUILDINGS COMPANY [ J FOR PRELIMINARY DESIGN APPD BY: SILVERTREE BUILDERS, INC. DRAWING, CAD BY: 04 /25/07 13:52:38 Ver. 28.1 NUMBER' 51591301 E -13 0 SECTION A E -13 ALL JOIST TO BEAM WELDS TO BE STANDARD U.N. TOP OF MEZZANINE JOISTS O 11'7 1/2 AFT MEZZANINE COLUMNS SUBSET 6" BFF MEZZANINE DECK IS 3/4" PLYWOOD, NO EDGE ANGLES BY ABC DESIGN OF WOOD DECKING & ATTACHMENT (NOT BY ABC) INSTALL BRIDGING PER BAR JOIST MANUFACTURER'S INSTRUCTIONS SPACES CAN BE ADJUSTED ACCORDINGLY IF REQUIRED DUE TO INTERFERANCES. HOWEVER NO SPACE SHALL EXCEED 1'4 ALL JOISTS ARE TO SPACED O 1'4 0/C TYP W/ EQ END SPACES AS REO'D P BAY MEZZANINE LAYOUT X 18'10 1 ' 1 2' _ o II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII l I l l l l l l l l l l l l l l l l i l l l l l l l l i l m lil II IIIIIIIIIIIIIIIIIIIIIIII =� � II I I I I I I I I I I I I I I I I I I I I I I I I i l l 1 ,MB-19X I I rMC -1X I I I Ir MB -1X 0 N —N O_ MC -2X r MB -6X MB_8 - - - - MC - MB -7 MB -2X (29) BJ -2 TYP 20'0 98'10 - -_- FMB -6X - -- -- I -a - - - MC -1X B -1 - - - (12) BJ -3 MB -2X (17) BJ -2 TYP UN 20'0 MC -2X F- MB -6X MB -9 61e -- -- �tYDET.� -16 MB -12X I 'MB -13X MC -2X -BJ -10 BJ -9 - BJ -8 J -7 . - G/E-15 Pte 0 N /-MB-16X MB -1I MB -16X MB -2X n (11) BJ -2 TYP UN C4 20'0 l I i l l l l l l l l i l l l l l l i l i l l l l l l l l l IIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I I I I I I I I I I I I I I I i l l l l l l l l l l l l X1O ml Illill IIIIIIilllllllllllllll �� I I I f I 1 1 1 1 I I I I I I I I I I I I l i i i l l l l l l IIIIIIIIIII I IIII (IIII I I I I I I I I I I I I I I I I I I I I I r MC -iX r MB -1XI I I I MB-5X - - _ s c�� MB -iX (29) BJ -1 TYP 1'1 � 18'10 n MC -2X r MB -6X MB_8 - - - - MC - MB -7 MB -2X (29) BJ -2 TYP 20'0 98'10 - -_- FMB -6X - -- -- I -a - - - MC -1X B -1 - - - (12) BJ -3 MB -2X (17) BJ -2 TYP UN 20'0 MC -2X F- MB -6X MB -9 61e -- -- �tYDET.� -16 MB -12X I 'MB -13X MC -2X -BJ -10 BJ -9 - BJ -8 J -7 . - G/E-15 Pte 0 N /-MB-16X MB -1I MB -16X MB -2X n (11) BJ -2 TYP UN C4 20'0 l I i l l l l l l l l i l l l l l l i l i l l l l l l l l l IIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I I I I I I I I I I I I I I I i l l l l l l l l l l l l X1O ml Illill IIIIIIilllllllllllllll �� I I I f I 1 1 1 1 I I I I I I I I I I I I l i i i l l l l l l IIIIIIIIIII I IIII (IIII I I I I I I I I I I I I I I I I I I I I I r MC -iX r MB -1XI I I I REVISIONS MADE CK'D I DATE ENGR I DATE NO. REVISIONS MADE I CK'D I DATE ENGR I DATE DRAWING 51JBMNTAL SCALE: NONE DATE STATUS AM ET [ ] FOR CONSTRUCTION DRAWN BY: I AL 04/25/07 355 DIVIDEND DR [ ] FOR APPROVAL 6 [�] FOR PERMIT ONLY CHECKED BY: W 5 REXBURG, ID [ ] FOR PRELIMINARY DESIGN APPD BY: ( ` s % 1 � j SILVERTREE BUILDERS, INC CAD BY: 04/27/07 10 :53:38 Ver, 28.1 EL PASO MM GRII.NIV o-wnvuo i.vmr nrv, DRAWING. REV.NO. NUMBER' 51591301 E -14 D c�� ■11 ■III! �I 1' j SEEMS mommom 1 c. =Z v =>C CCOO�� =Sx cC000� �� =Sxx= . -2X 0• •0 18,10 1 REVISIONS MADE CK'D I DATE ENGR I DATE NO. REVISIONS MADE I CK'D I DATE ENGR I DATE DRAWING 51JBMNTAL SCALE: NONE DATE STATUS AM ET [ ] FOR CONSTRUCTION DRAWN BY: I AL 04/25/07 355 DIVIDEND DR [ ] FOR APPROVAL 6 [�] FOR PERMIT ONLY CHECKED BY: W 5 REXBURG, ID [ ] FOR PRELIMINARY DESIGN APPD BY: ( ` s % 1 � j SILVERTREE BUILDERS, INC CAD BY: 04/27/07 10 :53:38 Ver, 28.1 EL PASO MM GRII.NIV o-wnvuo i.vmr nrv, DRAWING. REV.NO. NUMBER' 51591301 E -14 D 8" STUD WALL REVISIONS MADE INT COLUMN DATE ENGR DATE (NOT BY ABC) REVISIONS MADE CK'D I DATE ENGR I 8" STUD WALL SIDEWALL COLUMN SCALE: NONE DATE q USE(2) 3/4 X 2 BOLTS 1 1 (NOT BY ABC) 52 3/4" PLYWOOD (NOT BY ABC) INT COLUMN 3/4" PLYWOOD (NOT BY ABC) B 3/4" PLYWOOD (NOT BY ABC) W /(1) WASHERS PER BOLT STATUS [ ] FOR CONSTRUCTION [ ] FOR APPROVAL [� ] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: AL 52 AM ET 355 DIVIDEND DR REXBURG ID SILVERTREE BUILDERS, INC. AMERICAN BUILDINGS COMPANY 3/4" PLYWOOD (NOT BY ABC) M T 3/4" PLYWOOD (NOT BY ABC) q CHECKED BY: q EDGE BEAM ® ® EDGE BEAM ® ® DRAWING NUMBER' 51591301 E -15 ( NS /FS. ® ® ® ® CAD BY: BAR JOIST ® ® USE 3/4 X 2 1/4 A325 BOLTS USE(2) 3/4 X 2 1/4 A325 BOLTS ® (2) MCL -2 W /(2) WASHERS PER BOLT ® ® W /(2) WASHERS PER BOLT (2) MCL -2 INT BEAM BEYOND ® N.S /F.S USE(2) 3/4 X 2 1/4 A325 BOLTS N.S. /F.S. q (2) MCl -2 W /(2) WASHERS PER BOLT USE 3/4 X 2 1/4 A325 BOLTS q INTERIOR BEAM N.S /F.S W /(2) WASHERS PER BOLT ; q BAR JOIST SIDEWALL BEAM (2) MCL -2 BAR JOIST EDGE BEAM USE 3/4 X 2 1/4 A325 BOLTS W /(2) WASHERS PER BOLT BAR JOIST INTERIOR BEAM EW COLUMN SECTION A SECTION B E -15 SECTION C SECTION E E -15 E -15 E -15 TYR INTERIOR EDGE MEZZANINE DETAIL TYP ENDWALL EDGE MEZZANINE DETAIL TYP SIDEWALL MEZZANINE DETAIL INTERIOR CORNER CONNECTION 3/4" PLYWOOD (NOT BY ABC) JOIS SEAT ) USE (2)3/4 X 2 A325 BOLTS (2N.MCL 2 ® W /(1) WASHER PER BOLT USE(2) 3/4 X 2 1/4 A325 BOLTS W /(2) WASHERS PER BOLT BAR JOIST SIDEBEAM SIDE BEAM (2) MCL -2 N.S /F.S SECTION D E -15 TYP CORNER CONNECTION ® FRAMED OPENING PLYWOOD (NOT BY ABC) IH INTERIOR BEAM INTERIOR BEAM I ®� BAR JOIST -/ �- BAR JOIST (2) MCL -3 q N.S /F.S q USE(9) 3/4 X 2 1/4 A325 BOLTS q MEZZ COLUMN W /(2) WASHERS PER BOLT SECTION F E -15 TYP INTERIOR CONNECTION ® MEZZ COLUMN MC -1X DETAIL G E -15 MB -12X 3/4 X 2 A325 BOLTS RACKET DETAIL H E-15 %325 BOLTS T T � d 4 296' No " N PERMIT USE ONLY NOT FOR CONSTRL NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D I DATE ENGR I DATE DRAWING SUBMITTAL SCALE: NONE DATE GL rivv �LUrvvi� STATUS [ ] FOR CONSTRUCTION [ ] FOR APPROVAL [� ] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: AL 04/25/07 AM ET 355 DIVIDEND DR REXBURG ID SILVERTREE BUILDERS, INC. AMERICAN BUILDINGS COMPANY CHECKED BY: ,� I p DESIGN APPD BY: DRAWING NUMBER' 51591301 E -15 0 CAD BY: 04/25/ 07 13:41:00 Ver. 28.1 CLAMP 3/8 "0 ROD HANGEF NOTE PURUN UP MUST NOT BE DISTORTED. PIPE ,,W, SECTION "A — A" #12 T TURAL FAST OR ) IELD DRILL HOLES AT EACH 4NGLE LOCATION) GLE ?'x2 "x1/8 "x6" LONG) • MAY BE OMITTED WITH HANGER LOADS 50 LBS. OR LESS. LIN OR (2) 1/4'0 BOLTS 20' BAYS 30' BAYS (2) #'12 STRUCTURAL FASTENERS ANGLE ' OR (2) 1/4'0 BOLTS (L2'x2'x(FIELD DRILL HOLES AT EACH PIPE ANGLE LOCATION) AHOLE PIPE 3/8 "0 ROD HANGER PIPE PIPE PIPE PIPE # /FT. / /FT. MAY BE OMITTED WITH +250$ HANGER LOADS 50 LBS. N OTE: RINKLER OR LESS. PURUN UP MUST NOT PIPE BE DISTORTED. SECTION "A —A" CLAMP 3/8 "0 ROD HANGEF NOTE PURUN UP MUST NOT BE DISTORTED. PIPE ,,W, SECTION "A — A" #12 T TURAL FAST OR ) IELD DRILL HOLES AT EACH 4NGLE LOCATION) GLE ?'x2 "x1/8 "x6" LONG) • MAY BE OMITTED WITH HANGER LOADS 50 LBS. OR LESS. NOTES: I . PIPE HANGERS ASSUMED AT 10' SPACINGS LOCATED PER TYPICAL PIPE LAYOUT AS SHOWN IN DETAIL SHO4 /M 2. FOR PIPE SUPPORTED AT S' ITIEi VALS, VALUES ABOVE MAY BE HALVED. 3. PURUN SPACE ASSUMED TO BE 5 ON CENTERS. 4. SPECIAL CONSIDERATION SHOULD BE MADE WHEN ALL BAYS ARE NOT UNIFORMLY LOADED. S. 2501 LOAD IS REQUIRED BY UBC TO BE APPLIED TO ANY ONE SINGLE SUPPORT IN ADDITION TO PIPE LOADS. LOADS FOR SPRINKLER PIPE SUPPORTS SH05 AA (2) 112 STRUCTURAL FASTENERS EQUIVALENT COLLATERAL LOAD FOR PIPE SUPPORTS OR (2) 1/4'0 BOLTS ONG) 20' BAYS 25' BAYS 30' BAYS POINT LOAD AT HANGER STD. WT. DRY WT.1 WET WT. PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE # /FT. / /FT. +250$ +250} B +250/ +250# SIZE SUPPORT ANGLES (TYP. U.N.) _ 6' 18.97 31.5 8 11 6 8 5 6 315 565 5" 14.62 23.3 6 9 4 7 3 5 233 483 4' 10.79 16.3 4 7 3 6 2 5 163 413 3 1 12' 9.11 13.4 4 7 2 5 2 4 134 384 3 7.58 10.8 3 6 2 5 2 4 108 358 2 1(2' 5.79 7.9 2 6 1 5 1 4 79 329 2 3.65 5.1 1 5 1 4 1 3 51 301 1 1/2' 2.72 3.6 1 5 1 4 1 3 36 286 1 1�4" 2.27 2.9 1 5 1 4 1 3 29 279 1 1.68 2.1 1 5 1 4 1 3 21 271 NOTES: I . PIPE HANGERS ASSUMED AT 10' SPACINGS LOCATED PER TYPICAL PIPE LAYOUT AS SHOWN IN DETAIL SHO4 /M 2. FOR PIPE SUPPORTED AT S' ITIEi VALS, VALUES ABOVE MAY BE HALVED. 3. PURUN SPACE ASSUMED TO BE 5 ON CENTERS. 4. SPECIAL CONSIDERATION SHOULD BE MADE WHEN ALL BAYS ARE NOT UNIFORMLY LOADED. S. 2501 LOAD IS REQUIRED BY UBC TO BE APPLIED TO ANY ONE SINGLE SUPPORT IN ADDITION TO PIPE LOADS. LOADS FOR SPRINKLER PIPE SUPPORTS SH05 AA (2) 112 STRUCTURAL FASTENERS ANGLE /8 ( 'x3" OR (2) 1/4'0 BOLTS ONG) (FIELD DRILL HOLES AT EACH ANGLE LOCATION) / \ t _ VAC TYP. F/ — ANGLE SPRINKLER (L3 "x3 "x3 /16 "x LENGTH) PIPE 3/8'0 ROD HANGER SECTION "B —B" j PURUN PURUN PURUN PURUN PURUN PURUN PURUN PURUN PIPE j PURUN T PURLIN NOT ALLOWED SPRINKLER PIPE "NOT ALLOWED DETAIL" SH06 CLAMP WITHOUT REINFORCING ANGLE I AA CLAMP WITH01 REINFORCING CLAMP WTTHOI REINFORCING CLAMP WITHOUT REINFORCING Ah : 0� N x � •. SCALE: DATE DRAWN BY: RECOMMENDED SPRINKLER e " P ° ' I " "''B""• CRECKED BY: PIPE HANGER DETAILS 1 REMOVED SPECIFIC HANGER INFO TAC THG 10 -00 DESIGN APP'D BY: DRAWING REV.NO. NO. REVISION MADE CK'D. DATE N0. REVISION MADE CK'D. DATE NO. REVISION MADE CK'D. DATE ISSUED: 12 -1 -97 NUMBER = SPH -1.0 Rdense Nn nR na 9nnn HANGERS —4 "P � PIPE PIP PIPE I I I W I I I I •A' I i — i B i1� SUPPORT ANGLES (TYP. U.N.) _ 1/4 BAY BAY 1/4 BAY 1 2 BAY 1/4 BAY 1/4 BAY 1/2 BAY BAY SPACING BAY SPACING BAY SPACING j PURUN PURUN PURUN PURUN PURUN PURUN PURUN PURUN PIPE j PURUN T PURLIN NOT ALLOWED SPRINKLER PIPE "NOT ALLOWED DETAIL" SH06 CLAMP WITHOUT REINFORCING ANGLE I AA CLAMP WITH01 REINFORCING CLAMP WTTHOI REINFORCING CLAMP WITHOUT REINFORCING Ah : 0� N x � •. SCALE: DATE DRAWN BY: RECOMMENDED SPRINKLER e " P ° ' I " "''B""• CRECKED BY: PIPE HANGER DETAILS 1 REMOVED SPECIFIC HANGER INFO TAC THG 10 -00 DESIGN APP'D BY: DRAWING REV.NO. NO. REVISION MADE CK'D. DATE N0. REVISION MADE CK'D. DATE NO. REVISION MADE CK'D. DATE ISSUED: 12 -1 -97 NUMBER = SPH -1.0 Rdense Nn nR na 9nnn Structural Cover Sheet RB CONSTRUCTORS AME T 50x150 RE XB URG, ID General Notes GENERAL 1, The Contractor stall verify all dimensions prior to starting contraction. The kchiteat shall be notified of any ciswapar in or inconsistenci es. 2. Do not scale the drawings. 3. Notes and details on the drawings droll take Precedence over these general note' and the typeal detdls. 4. AM war* shed conform to the minimum standards of following codes: The 2003 International Building Code (BC), and other regulating agencies which have authority over any potion of the work, and those codes and standard Noted in these notes and in the project epecifCOUM. 5. See the architectural drawings for the following: Sze and location of door and window openings, size and location of interior and exterior non- bearing partitions, size and location of concrete aNbs, flow drons, dopes, depressed areas, changes in lead, chamfers, grooves, in%rte, etc., size and location of Loa and root openings, flaw and roof finishes, stair framing and detais, dimensions not alarm on the structural drawings, ceiling assembles, exterior wall assemblies. 6. See meelaNcol, plumbing, and electrical drawings for the following: Paw, waves, hmgers, trenches, wdl floor ON roof opening% duct penetration etc, except as shown or noted, electric conduit runs, con rune, i boxes, outlets n wags and dabs, concrete meerie for electrical, mechanical or pmbing fixtures, size and location of machine w equipment bases, oncfior boil' for mounts. 7. The contract Structural drawings and specifications represent the Rf higed structure. They do not indicate the method of construction. 8. The Contractor wall provide all measures necessary to protect the structure during construction. Such measures shah include, but not be limited to: bracing and daring for Wads due to hydrostatic, soft, rind or seismic forces, construction eplipmelL etc. Observation visits to the site by the Structural Engineer shall not include inspection of the above items. 9. Notify the Structural Engineer when drowings by others show openings. Pockets, etc., not ahem an the structural drawings, but which are located in the structural members. 10. AR specification and codes noted shall be the latest approved edikm and revisions by the governmental agency having jurisdiction off this Project. 11. Contractor shah investigate the site during clearing and earth work operations for fared excavation or buried structures such as cesspools, cisterns, foundations, utilities, etc. If any such structures ore found, the Structural Engineer shall be notified immediately. 12. Construction materials shah be spread out when placed on framed flows or roofs. The construction material load shag not exceed the design love bad per square toot. Provide adequate sharing and /or brordng where structure has not attained design strength. '. 13. Shop drawings submitted to the Structural Engineer for renew shall !� consist of (1) bludne set and (1) sepia $et. CONCRETE 1. NI oglects of work pertaining to tie concrete construction shill be in accordance with ACI 318 -95, 'Building Code Requirements for Reinforced Concrete' and the latest edition of 'Specifications for Structural Concrete for Buildings', ACI 301, with modifications as noted on the project drawings and \or specifications. 2. Concrete mix design shag be submitted to the Structural Engineer for review. All mix designs wall be designed by a qualfied testing laboratory and dal be at stomped by a Civil Engineer licensed in the State of KNO. 3. Portland cement shag conform to ASTM C150 type 11 . 4. Fly ash may be used in concrete mixes. The fly ash shag conform to ASIA C618 doss F. The lose of ignition stroll be Wiled to 2%. The addition rote for fly ash doll be rsnnited to 15% of the cement weight. The contractor shall submit all certificates showing the fly ash is in accordance with the above criteria, 5. Hard rock concrete ogryregate shag conform to ON requirements and tests of ASTM C33 and project specifications. Exception may be used only with opproval of the Structural Engines, 6. Structural concrete 28 -day strengths & types are as follow& LOCATION OF CONCRETE STRENGTH, PSI TYPE FOOTINGS 3,000 HIPD ROCK SLAB ON GRADE 3,000 HARD ROCK Note: 3000 PSI concrete sirengfh spedfred for exposure and durcgulty (2500 PSI used n dedan) 7. The module of dasticily of concrete, when tested in accordance with ASTM C469, shag be at lead the value given by the equations in section 811 of AG 318 for t specified concrete 28 -day strength. 8. Concrete mixing aperotions, etc., dalt be in accordance with ASTM C94. 9. Dry pack or grout under taeapotes, sill pates, etc., we spoiff abons. Strength requirements ore as required for concrete. 10. Concrete poca ent shag be in occwdonce with ACI standord 304 and project specifications. AN concrete surfaces against which concrete is to be placed shag be sandblasted. 11. flew coverage of concrete over reinforcing bars shall be as (allows: MINIMUM COVER INCHES A) CONCRETE CAST AGAINST AND PERtINffNILY EXPOSED TO EARTH 3 8) CONCRETE EXPOSED TO EARTH OR WEATHER: NO. 6 THIRDJGH NO. 18 BAR 2 NO. 5 BAR AND SMALLER 1 1/2 C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND, LINO: SLABS, WALLS, JOISTS: NO. 14 AND NO. 18 BAR 1 1/2 NO. IT BAR AND SMAL 3/4 D) SLAB ON GRADE, 2 INCHES CLEAN FROM TOP. 12. Prior to concrete placement, all reinforcing bare, anchor bola and other concrete mantle shall be well secured in position. 13. Mechanical pipes or electrical conduit shed not pace through concrete columns or beams unless specifically detailed. 14. Unless otherwise indicated in the mechanical or electrical dmwngs or project specifications, rtechanlcd pipes and electrical Conduits which pass Borough slab on grade, concrete on steel deck (ramrod concrete floors and wags do not require sleeves. If Beeves am required, the sleeves wall be installed prior to placing concrete. Do not cut arty reinforcing which may interfere with sleeve placement. Coring openings in concrete is not permitted. Notify the Structural a ctural Engineer in odve of conditions not shown on the structural drawings. 15. With the exception of dabs on grade and concrete an stew deck, the outside diameter of mechanical pipe an embedded electrical conduits (other than those passing through) shall rat exceed 1/3 of the dab thickness and shall be centered between the top and bottom reinforcing, unless specifically deWW otherwise. Concentrations of mechanical pipes and \or electrical conduits mechanical pipes dal be avoided except where detailed openings are provided. 16. For ebbs on grade no Pipes or conduits shall be placed within the indicated concrete slab thidnees and wag be located below the slab unless specifically detoled otherwise. 17. Any curing compounds used on concrete that is to receive a resilient We finish shag be approved by the Enid Applicator before use. 18. MAXIMUM ": 3' for dabs and footings & 4' for walls. Construction to be in accordance wi81 ACI 318 -89 (R -92), 'Part 2 - Standards For Tess and Materials' and 'Pat 3 - Construction Requirements'. Location of construction or pour joints must be approved by the Engineer if different from that sham on plans. 19. Slabs and grade beams ebeh not have joints in a horizantw pone. All reinforcement dal be Continuous through all construction joints. 20. Sawn joints in slabs on grade dal be made as saran as possible without damage to the surface. 21. Control joints are rat required structuraly, but may be used to control croding at the owners /controctons option. Contra joints down arc at suggested locations, actual joint kcations we to be determined by the concrete contractor. FOUNDATION 1. The foundation oydem is designed based on an allowable soil pressure of 1500 PSF for gravity loads (Assumed 2. Extend all exterior footings 24' minimum below finished grade. 3. No fooling shag bear highs than a I vertical to 1.5 horizontal slope obove any excavation, existing or panned. 4. There dal be 95% compaction (ASTM D1557 Modified Proctor Density) of of boc M rich under slabs on grade. 5. The contractor shah provide for proper dewdfing of excavations from surface water, grand water, seepage, dc. 6. Controctw shag provide for the installation and design of all cribbing, sheathing and a" required to solely and adequddy retain the earth banks and support any existing strictures. 7. All abandoned utilities, footings, etc., that Interfere will the new construction shall be removed. Notify the Civil Engineer should any foundations for existing structures be encountered that are not shown on the civil drawings. & Footings wall be placed and estimated according to depths shown on the drawings. Excavations for footings dell be approved by the Geotechnical Engineer prior to placing the concrete and reinforcing. The contractor shall notiy the Gedechnical Engineer when t excavations ore ready for inspection. The Oeotechnieal Engineer dal submit a letter of compliance to the owner. Should owl encountered at these depths not be approved by the Geatedmicol Engnee, footing devotions or footing design will be offered by change coda. 9. AN excavations old be property bakfRled. Boddll dell be medwicaly compacted in loyers, to the approval of the Geotechnicol Engineer. See geotedtncak report for requirements. Flooding will rat be permitted. 10. The Contractor dal not bocld'Y behind wogs before the Concrete wags have reached full design drsgth. The Contractor shelf bract or protect of wells below grade from Moral bads until attaching fromed ebbs am completely in pace ond have racI full design strength. The Contractor and provide for the design, coy required permits and the installation of such bracing and protection. REINFORCING STEEL (FOR CONCRETE) 1. Al reinforcing steel shall be detaied and placed in accwdonce with the 'Building Code Requirements for Reinforced Concrete' (ACI 318 -95) and the 'Manual of Standard Practice for Reinforced Concrete Construction' by CRS and WCRSI as modified by the Project drawings and specification. 2. Deformed reinforcing bars shah conform to the requirements of ASTM A615 grade 60. 3. Welding of reinforcing is not permitted. 4. AI reinforcing bar bends shag be made cold. 5. Lop spices shall be made only where shown on the structural drawings. 6. Reinforcing dowels between footings and wags or columns offal be the worms number, size, spacing and grode as the specified vertical reinforcing, un.o. 7, All reinforcing bars shall be marked so their ident'dicotion can be made when the find in -pace inspection occurs. DESIGN CRITERIA Basic wend spow, so n e Impartorm Factor Iw t.a SMmllc: & AdN Cafe o SWldmk As a- I Ira roe Factor Sol-la k 1.0 5. _ 0.36 sT 0.11 SNe G an 0 sxhmk (1n Ca C Anchor Bob 1. Anchor Bolts shag be ASTM A -36 material. 2. Anchor Bolls shall have special inspection per IBC Chapter 17. Special inspection requirement may be waived by building official as pemaNed by IBC Chapter 17. Misedlaeous 1. Contractor shall notify engineer of any variations in dimensions. 2. The engineer is Trot responsible for any deviations from these plans unless such changes are outhodzed in writing by the engineer. SPECIAL INSPECTION SHALL BE REOtARED FOR THE FOLLOWING STRUCTURAL WORK: 1. Concrete: Except for sampling and testing, special inspection not required an stem wall and footings since 2500 PSI was used in design. Bons and embedded pates installed in concrete. Special cases: (a) Epoxy and grout set bolts and reinforcing bas Sheet List DWG# DRAWING TITLE DATE LO CHSA ENGINEER OF IDAHO 1311 W. Jefferson St. Boise, Idaho 83702 Phone (208) 342 -7168 Fax (208) 342 -3079 STRUCTURAL COVER SHEET -"- Concrete Wall S1 GENERAL 1, The Contractor stall verify all dimensions prior to starting contraction. The kchiteat shall be notified of any ciswapar in or inconsistenci es. 2. Do not scale the drawings. 3. Notes and details on the drawings droll take Precedence over these general note' and the typeal detdls. 4. AM war* shed conform to the minimum standards of following codes: The 2003 International Building Code (BC), and other regulating agencies which have authority over any potion of the work, and those codes and standard Noted in these notes and in the project epecifCOUM. 5. See the architectural drawings for the following: Sze and location of door and window openings, size and location of interior and exterior non- bearing partitions, size and location of concrete aNbs, flow drons, dopes, depressed areas, changes in lead, chamfers, grooves, in%rte, etc., size and location of Loa and root openings, flaw and roof finishes, stair framing and detais, dimensions not alarm on the structural drawings, ceiling assembles, exterior wall assemblies. 6. See meelaNcol, plumbing, and electrical drawings for the following: Paw, waves, hmgers, trenches, wdl floor ON roof opening% duct penetration etc, except as shown or noted, electric conduit runs, con rune, i boxes, outlets n wags and dabs, concrete meerie for electrical, mechanical or pmbing fixtures, size and location of machine w equipment bases, oncfior boil' for mounts. 7. The contract Structural drawings and specifications represent the Rf higed structure. They do not indicate the method of construction. 8. The Contractor wall provide all measures necessary to protect the structure during construction. Such measures shah include, but not be limited to: bracing and daring for Wads due to hydrostatic, soft, rind or seismic forces, construction eplipmelL etc. Observation visits to the site by the Structural Engineer shall not include inspection of the above items. 9. Notify the Structural Engineer when drowings by others show openings. Pockets, etc., not ahem an the structural drawings, but which are located in the structural members. 10. AR specification and codes noted shall be the latest approved edikm and revisions by the governmental agency having jurisdiction off this Project. 11. Contractor shah investigate the site during clearing and earth work operations for fared excavation or buried structures such as cesspools, cisterns, foundations, utilities, etc. If any such structures ore found, the Structural Engineer shall be notified immediately. 12. Construction materials shah be spread out when placed on framed flows or roofs. The construction material load shag not exceed the design love bad per square toot. Provide adequate sharing and /or brordng where structure has not attained design strength. '. 13. Shop drawings submitted to the Structural Engineer for renew shall !� consist of (1) bludne set and (1) sepia $et. CONCRETE 1. NI oglects of work pertaining to tie concrete construction shill be in accordance with ACI 318 -95, 'Building Code Requirements for Reinforced Concrete' and the latest edition of 'Specifications for Structural Concrete for Buildings', ACI 301, with modifications as noted on the project drawings and \or specifications. 2. Concrete mix design shag be submitted to the Structural Engineer for review. All mix designs wall be designed by a qualfied testing laboratory and dal be at stomped by a Civil Engineer licensed in the State of KNO. 3. Portland cement shag conform to ASTM C150 type 11 . 4. Fly ash may be used in concrete mixes. The fly ash shag conform to ASIA C618 doss F. The lose of ignition stroll be Wiled to 2%. The addition rote for fly ash doll be rsnnited to 15% of the cement weight. The contractor shall submit all certificates showing the fly ash is in accordance with the above criteria, 5. Hard rock concrete ogryregate shag conform to ON requirements and tests of ASTM C33 and project specifications. Exception may be used only with opproval of the Structural Engines, 6. Structural concrete 28 -day strengths & types are as follow& LOCATION OF CONCRETE STRENGTH, PSI TYPE FOOTINGS 3,000 HIPD ROCK SLAB ON GRADE 3,000 HARD ROCK Note: 3000 PSI concrete sirengfh spedfred for exposure and durcgulty (2500 PSI used n dedan) 7. The module of dasticily of concrete, when tested in accordance with ASTM C469, shag be at lead the value given by the equations in section 811 of AG 318 for t specified concrete 28 -day strength. 8. Concrete mixing aperotions, etc., dalt be in accordance with ASTM C94. 9. Dry pack or grout under taeapotes, sill pates, etc., we spoiff abons. Strength requirements ore as required for concrete. 10. Concrete poca ent shag be in occwdonce with ACI standord 304 and project specifications. AN concrete surfaces against which concrete is to be placed shag be sandblasted. 11. flew coverage of concrete over reinforcing bars shall be as (allows: MINIMUM COVER INCHES A) CONCRETE CAST AGAINST AND PERtINffNILY EXPOSED TO EARTH 3 8) CONCRETE EXPOSED TO EARTH OR WEATHER: NO. 6 THIRDJGH NO. 18 BAR 2 NO. 5 BAR AND SMALLER 1 1/2 C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND, LINO: SLABS, WALLS, JOISTS: NO. 14 AND NO. 18 BAR 1 1/2 NO. IT BAR AND SMAL 3/4 D) SLAB ON GRADE, 2 INCHES CLEAN FROM TOP. 12. Prior to concrete placement, all reinforcing bare, anchor bola and other concrete mantle shall be well secured in position. 13. Mechanical pipes or electrical conduit shed not pace through concrete columns or beams unless specifically detailed. 14. Unless otherwise indicated in the mechanical or electrical dmwngs or project specifications, rtechanlcd pipes and electrical Conduits which pass Borough slab on grade, concrete on steel deck (ramrod concrete floors and wags do not require sleeves. If Beeves am required, the sleeves wall be installed prior to placing concrete. Do not cut arty reinforcing which may interfere with sleeve placement. Coring openings in concrete is not permitted. Notify the Structural a ctural Engineer in odve of conditions not shown on the structural drawings. 15. With the exception of dabs on grade and concrete an stew deck, the outside diameter of mechanical pipe an embedded electrical conduits (other than those passing through) shall rat exceed 1/3 of the dab thickness and shall be centered between the top and bottom reinforcing, unless specifically deWW otherwise. Concentrations of mechanical pipes and \or electrical conduits mechanical pipes dal be avoided except where detailed openings are provided. 16. For ebbs on grade no Pipes or conduits shall be placed within the indicated concrete slab thidnees and wag be located below the slab unless specifically detoled otherwise. 17. Any curing compounds used on concrete that is to receive a resilient We finish shag be approved by the Enid Applicator before use. 18. MAXIMUM ": 3' for dabs and footings & 4' for walls. Construction to be in accordance wi81 ACI 318 -89 (R -92), 'Part 2 - Standards For Tess and Materials' and 'Pat 3 - Construction Requirements'. Location of construction or pour joints must be approved by the Engineer if different from that sham on plans. 19. Slabs and grade beams ebeh not have joints in a horizantw pone. All reinforcement dal be Continuous through all construction joints. 20. Sawn joints in slabs on grade dal be made as saran as possible without damage to the surface. 21. Control joints are rat required structuraly, but may be used to control croding at the owners /controctons option. Contra joints down arc at suggested locations, actual joint kcations we to be determined by the concrete contractor. FOUNDATION 1. The foundation oydem is designed based on an allowable soil pressure of 1500 PSF for gravity loads (Assumed 2. Extend all exterior footings 24' minimum below finished grade. 3. No fooling shag bear highs than a I vertical to 1.5 horizontal slope obove any excavation, existing or panned. 4. There dal be 95% compaction (ASTM D1557 Modified Proctor Density) of of boc M rich under slabs on grade. 5. The contractor shah provide for proper dewdfing of excavations from surface water, grand water, seepage, dc. 6. Controctw shag provide for the installation and design of all cribbing, sheathing and a" required to solely and adequddy retain the earth banks and support any existing strictures. 7. All abandoned utilities, footings, etc., that Interfere will the new construction shall be removed. Notify the Civil Engineer should any foundations for existing structures be encountered that are not shown on the civil drawings. & Footings wall be placed and estimated according to depths shown on the drawings. Excavations for footings dell be approved by the Geotechnical Engineer prior to placing the concrete and reinforcing. The contractor shall notiy the Gedechnical Engineer when t excavations ore ready for inspection. The Oeotechnieal Engineer dal submit a letter of compliance to the owner. Should owl encountered at these depths not be approved by the Geatedmicol Engnee, footing devotions or footing design will be offered by change coda. 9. AN excavations old be property bakfRled. Boddll dell be medwicaly compacted in loyers, to the approval of the Geotechnicol Engineer. See geotedtncak report for requirements. Flooding will rat be permitted. 10. The Contractor dal not bocld'Y behind wogs before the Concrete wags have reached full design drsgth. The Contractor shelf bract or protect of wells below grade from Moral bads until attaching fromed ebbs am completely in pace ond have racI full design strength. The Contractor and provide for the design, coy required permits and the installation of such bracing and protection. REINFORCING STEEL (FOR CONCRETE) 1. Al reinforcing steel shall be detaied and placed in accwdonce with the 'Building Code Requirements for Reinforced Concrete' (ACI 318 -95) and the 'Manual of Standard Practice for Reinforced Concrete Construction' by CRS and WCRSI as modified by the Project drawings and specification. 2. Deformed reinforcing bars shah conform to the requirements of ASTM A615 grade 60. 3. Welding of reinforcing is not permitted. 4. AI reinforcing bar bends shag be made cold. 5. Lop spices shall be made only where shown on the structural drawings. 6. Reinforcing dowels between footings and wags or columns offal be the worms number, size, spacing and grode as the specified vertical reinforcing, un.o. 7, All reinforcing bars shall be marked so their ident'dicotion can be made when the find in -pace inspection occurs. DESIGN CRITERIA Basic wend spow, so n e Impartorm Factor Iw t.a SMmllc: & AdN Cafe o SWldmk As a- I Ira roe Factor Sol-la k 1.0 5. _ 0.36 sT 0.11 SNe G an 0 sxhmk (1n Ca C Anchor Bob 1. Anchor Bolts shag be ASTM A -36 material. 2. Anchor Bolls shall have special inspection per IBC Chapter 17. Special inspection requirement may be waived by building official as pemaNed by IBC Chapter 17. Misedlaeous 1. Contractor shall notify engineer of any variations in dimensions. 2. The engineer is Trot responsible for any deviations from these plans unless such changes are outhodzed in writing by the engineer. SPECIAL INSPECTION SHALL BE REOtARED FOR THE FOLLOWING STRUCTURAL WORK: 1. Concrete: Except for sampling and testing, special inspection not required an stem wall and footings since 2500 PSI was used in design. Bons and embedded pates installed in concrete. Special cases: (a) Epoxy and grout set bolts and reinforcing bas Sheet List DWG# DRAWING TITLE DATE SO STRUCTURAL COVER SHEET -"- Concrete Wall S1 FOU NDATION PLAN 00' -0" � Floor or Steel Election = S2 TYPICAL DETAILS New Construction S3 TYPICAL DETAILS AT S4 TYPICAL DETAILS - Limits of Area Covered By Bars q O � AIA AI SC Symbol Legend Slope Direction (down) Masonry (CMU) Wall �- Span Direction -"- Concrete Wall 00' -0" Miscellaneous Elevation � C =0" 00' -0" � Floor or Steel Election = I - = � Earth [00] Number of Headed New Construction Shear Studs Required A Section Cut ange ( ep) In evo on Slip C ritical col Connection � `-' Numblber of Bolts per Row i Rev Number of Rows ►rev iat ions Co. w GtO. ONO, Unit, Hail. HORIZ N. w WDL e .MT. cd x tar w, LOTH. LC LONOIT. LUIS UH LLV M.B. MET, MAIL MUCH NED LI k ell. WK cox. MULL. �. N Gads NIS Gourd NO. or i Height a Ha'¢mtd OPNG, Opp. Room ORIC. hahee 00 hdude or ov Wed owd Inside Diametw hsde Force PmK PERM. Joint PEW PC. KU (1,000 Ile &) PC` Pan. Pond PL Length PNT. Long P-T Langiludnal P.T, Lang Leg Bad To sad P.P. Long Leg Hod-td PSF Long Lag Vortical PSI PROD. Mochhe Belt Mork QTR. Meta M i,vid RAD. w R. Mo *- REF. Mahanlml RENF. Medan Meaonka READ. Mhlmum REV. MwManeous RF mkhov RM. voxt>pt, SCHED. New F_ SECT, New Sae SHT. Nomhd EHTG. North SHT. W r Not to kerb Number On Center owog oppowo Ohghd Wtdde Dhmetw Open Web Mot Panel Permanent Perpenakuhr Pkoe Poun4 Per Cok Foot Pwetrotlon Plata Paht Poet T.w, Post Tendonad Prawure Treated Pamkl Pen. Pounn Pw Square Fool Paulke Pro Sq.. loch proi,d avarer Radio, RefarMlG R.Worce, R.W.W. Rehhrce 0, w Rehforchg R RMee m Roehian Roof Roam Scheel le $.tip Shed RW Metal SIM. or SK1L. Skndw SK Sketoh S South SPECS. Sparc atim, So. STD. Smndwa STL. Steil SIR, S.. STN. stock SIR, Shaipht STRUCT. Structud SW, or SWM. Sy -t6cd SFR, Strut Form SF. Square Foot THK Thick mu Through M -OUT Throughout TCL. TOwm,ca Tee Tpand801- TO Top Of TOC or TO LONG Top of Canwete mM Tp of N - TOS or a STL TIP err Sled TOT Total TRMSV. Tronaww TYP, Typical UN Udeq Noted UKO Udem Noted ONe V.LF. Vw Fiel ly In the d VEWT, Vertical VOL, Vdwne WT. weight w want W cod, Fvx" W.P. work Pont 1D. Yard A8. a A. BOLT Mdmr Bolt Existing Construction b e Rigid Connection Motor CONTR. C =0" Camber Up Addison CMU tt Indicates Size of Deformed Bar. A Section Cut AT Spacing Center to Center Direction in Which Bars Extend A Elevation Reference - =I Limits of Area Covered By Bars q O � AIA AI SC or Post Tension N acct 01-to Brace n' T North H \ ` Braced From AM Amwcan Iron and Steel hetilute * - -- - -Brace Down ORto APA Step in Foundation Welding per AWS Double A.* (Footing) Structural Steel per AISC � Ch St ' EI t' Symbols for Concrete per ACI ange ( ep) In evo on Slip C ritical col Connection � `-' Numblber of Bolts per Row i Rev Number of Rows ►rev iat ions Co. w GtO. ONO, Unit, Hail. HORIZ N. w WDL e .MT. cd x tar w, LOTH. LC LONOIT. LUIS UH LLV M.B. MET, MAIL MUCH NED LI k ell. WK cox. MULL. �. N Gads NIS Gourd NO. or i Height a Ha'¢mtd OPNG, Opp. Room ORIC. hahee 00 hdude or ov Wed owd Inside Diametw hsde Force PmK PERM. Joint PEW PC. KU (1,000 Ile &) PC` Pan. Pond PL Length PNT. Long P-T Langiludnal P.T, Lang Leg Bad To sad P.P. Long Leg Hod-td PSF Long Lag Vortical PSI PROD. Mochhe Belt Mork QTR. Meta M i,vid RAD. w R. Mo *- REF. Mahanlml RENF. Medan Meaonka READ. Mhlmum REV. MwManeous RF mkhov RM. voxt>pt, SCHED. New F_ SECT, New Sae SHT. Nomhd EHTG. North SHT. W r Not to kerb Number On Center owog oppowo Ohghd Wtdde Dhmetw Open Web Mot Panel Permanent Perpenakuhr Pkoe Poun4 Per Cok Foot Pwetrotlon Plata Paht Poet T.w, Post Tendonad Prawure Treated Pamkl Pen. Pounn Pw Square Fool Paulke Pro Sq.. loch proi,d avarer Radio, RefarMlG R.Worce, R.W.W. Rehhrce 0, w Rehforchg R RMee m Roehian Roof Roam Scheel le $.tip Shed RW Metal SIM. or SK1L. Skndw SK Sketoh S South SPECS. Sparc atim, So. STD. Smndwa STL. Steil SIR, S.. STN. stock SIR, Shaipht STRUCT. Structud SW, or SWM. Sy -t6cd SFR, Strut Form SF. Square Foot THK Thick mu Through M -OUT Throughout TCL. TOwm,ca Tee Tpand801- TO Top Of TOC or TO LONG Top of Canwete mM Tp of N - TOS or a STL TIP err Sled TOT Total TRMSV. Tronaww TYP, Typical UN Udeq Noted UKO Udem Noted ONe V.LF. Vw Fiel ly In the d VEWT, Vertical VOL, Vdwne WT. weight w want W cod, Fvx" W.P. work Pont 1D. Yard A8. a A. BOLT Mdmr Bolt CANT Cwthuou, mc, Motor CONTR. Cantreclor ADD, Addison CMU C.." M_ ALT. Alt -ate CS, Cub@ Fool ACI Amaricm Concreb kuttute q O � AIA AI SC American InefRute of Architect, Am Ico, Institute of SW DET. DM. acct 01-to C- trodion DNS, ohumakas AM Amwcan Iron and Steel hetilute DO ORto APA W DX Double A.* ASIA b-1- SSoca�yl fm T.Wg and U O J OroW g M9 MotericM AmwiMn Notiond Standards EA Eh IneiWte EA END Each Ena AWS Amwkon W'eld'ing Society ELECT. Oabk w Eint, e Md E. Eat L Mlle EL or ELEV. Elevation or cow APPROX. AW".a% aloe. DO- Mal. MchW w Arehitootwd E0. ASPH. Aephat EQLAP. q EST, Eatmota BPL ail. Brae Fine a- EXCAV. EXIST. or EXG. Exwvole FiW" BRG Bewmg EXP. A or E.J, ENrmelm Joint BT Bent EXT. Eeterirc R. wg Momwt X -HVY Edro Hoary B a s, BOTT. or DOT, B Bottom %- Ext. Strong ' Foot SOD Sol- a Oed T.o, Feet GG. Crater of Gritty Fa. ill. Fgure Engels CLG CeWing FR Flaw CEN. Cents FTG Foothg CL Center file FDK, FNb w FiXW. F -dotbn C Channel FROG Framhg Co. cdumn GA Go" w Gouge CONC Concrete GALV. Gdvmize COIN. Canwtkn GEN. Gerard (Notes) CONST. Cautruction .01M Mpffl LLN of Idaho 1311 W. Jefferson St. Boise, Idaho 83702 Phone (208) 342 -7188 Fax (208) 342-3078 LE JOB• 062168.00 ALL STRUCTURAL DETAILS USED ON THIS PLAN ARE COPYRIGHT ® OF LDCHSA ENGINEERING OF IDAHO. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING OF IDAHO, W � i( r V V Z_ LJLJ z O � � ia Cn W N Nt N rte-+ O m ♦ � I /� w ' / _ ♦ W O rail O ppp wi Nr�L 062168.00 g W N po m a 4 C/) q O � W � i( r V V Z_ LJLJ z O � � ia Cn F- ♦ � I /� w ' / _ ♦ W O U � 062168.00 g L 4 C/) q O � W Cn LJJ W _J ~ ¢ Z O W W IT1 O U O J o �S�� \S TE�FOC� i N 7451 0 9 Q F O MPNP�`�� sheet number: so � i( r V V Z_ 8 0 � � ia J rig R ♦ � I /� w ' / _ ♦ W �W� x �`�N6LL sheet number: so � i( July�T 0,. 2`00§ R. MAHAFFEY I S. KELLOGG ° T R. MAHAFFEY I )I 062168.00 g 4 sheet number: so FOOTING SCHEDULE MARK WIDTH LENGTH THICK REINFORCING TOP BOTTOM F6 6' -0" 6' -0" 12" MIN. 7 - #4 EACH WAY 7 - #4 EACH WAY F8 8' -0" 8' -0" 12" MIN, 9 - #4 EACH WAY 9 - #4 EACH WAY (11 (21 (31 l O C EQ C NOTES: 1. SEE DETAILS 1 AND 2/S2 FOR LAP 4. VERIFY ALL DIMENSIONS WITH SPLICE LENGTH AND BAR METAL BUILDING MANUFACTURER DEVELOPMENT LENGTH 5. SEE DETAIL 3/S3 FOR JOINTS IN 2. SEE DETAIL 2/S3 FOR BAR BENDS SLAB ON GRADE, SJ = SLAB JOINT 3. SEE DETAIL 1/S3 FOR EXCAVATION 6. TOP OF SLAB = 100' -0" TYP UNO NEAR FOOTINGS & UTILITIES TOP OF FOOTING = 98' -0" TYP UNC 7. SEE DETAIL 4/S3 FOR OPENING IN SLAB ON GRADE. l lb) n ON FOUNDATION PLAN SCALE: 3/32 " =1' -0" ` #4 HAIRPIN WITH 6' -0 - " LEGS, TYP. 6 LOCATIONS AT GRIDS A AND D I NO 01 LAAdLYf Rkemw of Idaho 1311 W. Jefferson St. Boise, Idaho 83702 Phone (208) 342 -7188 Fax (208) 342 -3079 LE JOB* 082168.00 ALL STRUCTURAL DETAILS USED ON THIS PLAN ARE COPYRIGHT ® OF LOCHSA ENGINEERING OF IDAHO. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING OF IDAHO. N W 5 x _7' T T u.�m AM— T O cn W 150' -3" C3 ol 0 _ OUT TO OUT OF CONCRETE i m 1 1/2" W � 150' -0" Ld 1 1/2" 1' -2" 20' -3 1/8" 21' -5 1/8" 21' -5 1/8" 21' -5 1/8" 21' -5 1/8" 21' -5 1/8" 20' -3 1/4" z U 0 V) 1' 3 i 4" F8 --- FS S -� TYP. S4 TYP. F8 -t F8 F8� f$ -� r- -� r- -� r- ± -� 4.. r- r r r o L J F6 L- -J L- -J L -� -J L -} -J L- -J L- _ _J -J L F6 O sI in R ' r r— 1 TYP. — W �4- Z o L J F �— 0505 Z - SLAB CONTROL L F6 S4 ° L_ a o o 6" THICK CONC. SLAB ON GRADE REINF. WITH 1303 0 JOINT SEE WWF FROM TOP TYP., OPTION: #3 AT 18" O.C. EA H 00 TYP.o Lo Lr) WAY LACED 2" CLEAR FROM TOP Of SLAB. —� NOTE 5. N N 0 o _ r- F6 j L - J F6 o ° n r - r r - r- -n r- 'I 1 I F :: `l N \ L - -J'i F6 L -.},-J F8 L- .1.. F8 -J L- _. , II F8 L - '�• -J L - -J L - F8 F8 F8 L - -J N -J F'6 \ r FOUNDATION PLAN SCALE: 3/32 " =1' -0" ` #4 HAIRPIN WITH 6' -0 - " LEGS, TYP. 6 LOCATIONS AT GRIDS A AND D I NO 01 LAAdLYf Rkemw of Idaho 1311 W. Jefferson St. Boise, Idaho 83702 Phone (208) 342 -7188 Fax (208) 342 -3079 LE JOB* 082168.00 ALL STRUCTURAL DETAILS USED ON THIS PLAN ARE COPYRIGHT ® OF LOCHSA ENGINEERING OF IDAHO. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING OF IDAHO. ��STr F tic 7451 z 9 F 0 MF�P�� r 1 � U) V Z N W 5 x io fY u.�m AM— O cn W C3 =)(=) 0 0 z a i m W � Ld U_ �Q ��STr F tic 7451 z 9 F 0 MF�P�� r 1 � U) V Z N W 5 x io fY u.�m AM— O cn E— C3 =)(=) 0 N G X z a Z L OW m Ld U_ �Q J W Z o H- W w z U 0 V) o ��STr F tic 7451 z 9 F 0 MF�P�� r 1 � U) V Z s W 5 x io J u.�m AM— ;_;RRu DATE: July 10, 2006 ENGINEER: R. MAHAFFEY DRAWN: S. KELLOGG CHECKED: R. MAHAFFEY FILE: 062168.00 revisions: sheet number: S NOTES: BAR SIZE LAP CLASS f 'c = 3000 psi TOP BARS w N� CASE 1 CASE 2 W o: CASE 2 CASE 2 A 22 32 1 17 25 #3 B 28 NOTES: BAR SIZE LAP CLASS f 'c = 3000 psi TOP BARS I OTHER BARS CASE 1 CASE 2 CASE 1 CASE 2 CASE 2 A 22 32 1 17 25 #3 B 28 42 1 22 32 o A 29 43 22 3 # B 37 56 29 43 w J ~ A 36 54 28 41 #5 B 47 70 36 54 AA-43 136 64 33 50 #6 B 1 56 84 43 64 181 A 63 94 48 72 # 8 81 122 1 63 94 A 72 107 1 55 82 #8 B 93 139 72 107 A 81 121 62 93 # B 105 157 81 121 A 91 136 70 105 # B 1 118 177 91 136 A 101 151 78 116 #1t B 1 131 196 101 1 151 1. TABLE FOR USE WITH NORMAL WEIGHT HARDROCK CONCRETE AND GRADE 60 UNCOATED REINFORCING BARS. FOR LIGHTWEIGHT AGGREGATE USE 1.3Q 2. CLASS A - HALF OR LESS OF THE BARS ARE SPLICED WITHIN A REQUIRED LAP LENGTH. CLASS B - MORE THAN HALF OF THE BARS ARE SPLICED WITHIN A REQUIRED LAP LENGTH. 3. TOP BARS ARE HORIZONTAL BARS WITH 12" OR MORE OF CONCRETE CAST IN THE MEMBER BELOW THE BAR. 4. FOR BARS ENCLOSED IN STANDARD COLUMN SPIRALS, USE 0.75Q OR 12" MIN. 5. LAP SPLICES OF INDIVIDUAL BARS WITHIN A BUNDLE SHALL BE 1.2Q FOR THAT BAR IN A 3 -BAR BUNDLE AND 1.33Q FOR A 4 -BAR BUNDLE. ENTIRE BUNDLES SHALL NOT BE LAP SPLICED AT THE SAME LOCATION. SPLICES FOR INDIVIDUAL BARS WITHIN A BUNDLE SHALL BE STAGGERED SUCH THAT THEY DO NOT OVERLAP. 6. Q - BASIC LAP LENGTH, SHOWN AT LEFT. 7. CASE SELECTION -FOR FOUNDATION REINFORCEMENT USE CASE 1 UNO. -FOR COLUMN REINFORCEMENT AND DOWELS USE CASE 1 UNO. -FOR BEAM REINFORCEMENT USE CASE 1 UNO -FOR STRUCTURAL SLAB REINFORCEMENT USE CASE 2 UNO. -FOR SLAB ON GRADE REINFORCEMENT USE CASE 1 UNO. -FOR WALL REINFORCEMENT AND DOWELS USE CASE 1 (EXCEPT AS NOTED BELOW) LINO. -FOR WALLS WITH A SINGLE MAT OF STEEL CENTERED IN THE WALL, USE CASE 1 FOR WALL REINFORCEMENT AND DOWELS UNO. -FOR CHORD STEEL REINFORCEMENT USE CASE 2 UNO. TENSION LAP SPLICE TENSION LAP SPLICE LENGTHS, Q (IN INCHES) FOR GRADE 60 UNCOATED BARS NOTES: 1. THIS TABLE FOR USE WITH NORMAL WEIGHT HARDROCK CONCRETE AND GRADE 60 UNCOATED REINFORCING BARS. FOR LIGHTWEIGHT AGGREGATE USE 1.3 Q d. 2. TOP BARS ARE HORIZONTAL BARS WITH 12" OR MORE OF CONCRETE CAST IN THE MEMBER BELOW THE BAR. 3. FOR BARS ENCLOSED IN STANDARD COLUMN SPIRALS, USE 0.75 Q d OR 12" MIN. 4. DEVELOPMENT LENGTH OF INDIVIDUAL BARS WITHIN A BUNDLE SHALL BE 1.2 Q d FOR THAT BAR IN A 3 -BAR BUNDLE AND 1.33 Q d FOR A 4 -BAR BUNDLE. 5. COMPRESSION DEVELOPMENT LENGTH (ONLY WHERE INDICATED ON DRAWINGS) FOR GRADE 60 BARS USE 22 BAR DIAMETERS. 6. CASE SELECTION -FOR FOUNDATION REINFORCEMENT USE CASE 1 UNO. -FOR COLUMN REINFORCEMENT AND DOWELS USE CASE 1 UNO. -FOR BEAM REINFORCEMENT USE CASE 1 UNO. -FOR STRUCTURAL SLAB REINFORCEMENT USE CASE 2 UNO. -FOR SLAB ON GRADE REINFORCEMENT USE CASE 1 UNO. -FOR WALL REINFORCEMENT AND DOWELS USE CASE 1 (EXCEPT AS NOTED BELOW) UNO. -FOR WALLS WITH A SINGLE MAT OF STEEL CENTERED IN THE WALL, USE CASE 1 FOR WALL REINFORCEMENT AND DOWELS UNO. -FOR CHORD STEEL REINFORCEMENT USE CASE 2 UNO. TENSION DEVELOPMENT EXTEND BAR AS FAR AS POSSIBLE AND BEND WITH 90 STANDARD HOOK WHERE Q d CANNOT BE ACHIEVED FACE OF SUPPORT LOM MOMMIM !I � of Idaho i 1311 W. Jefferson St. Boise, Idaho 83702 Phone (208) 342 -7188 Fax (208) 342 -3079 LE J08v 062168.00 ALL STRUCTURAL DETAILS USED ON THIS PLAN ARE COPYRIGHT C) OF LOCHSA ENGINEERING OF IDAHO. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING OF IDAHO. \ �NSTF F tic p� 2� �� 7451 0 F iF�y d O�P�PFF``' �! U) 0 Vo N W [l Q � �a vJm DATE: JWy 10, 2006 ENGINEER: R. MAHAFFEY DRAWN: S. KELLOGG CHECKED: R. MAHAFFEY FILE: 062168.00 revisions: sheet number: S2 cn BAR SIZE TOP BARS w CASE 1 0 CASE 1 CASE 2 3 22 32 17 25 cn Z W LL6 43 w _ C!) X & o z � CL' a O W X 64 Ma � 7 63 94 w J ~ W < O F LLJ w Z Q N O O J 121 62 93 NOTES: 1. THIS TABLE FOR USE WITH NORMAL WEIGHT HARDROCK CONCRETE AND GRADE 60 UNCOATED REINFORCING BARS. FOR LIGHTWEIGHT AGGREGATE USE 1.3 Q d. 2. TOP BARS ARE HORIZONTAL BARS WITH 12" OR MORE OF CONCRETE CAST IN THE MEMBER BELOW THE BAR. 3. FOR BARS ENCLOSED IN STANDARD COLUMN SPIRALS, USE 0.75 Q d OR 12" MIN. 4. DEVELOPMENT LENGTH OF INDIVIDUAL BARS WITHIN A BUNDLE SHALL BE 1.2 Q d FOR THAT BAR IN A 3 -BAR BUNDLE AND 1.33 Q d FOR A 4 -BAR BUNDLE. 5. COMPRESSION DEVELOPMENT LENGTH (ONLY WHERE INDICATED ON DRAWINGS) FOR GRADE 60 BARS USE 22 BAR DIAMETERS. 6. CASE SELECTION -FOR FOUNDATION REINFORCEMENT USE CASE 1 UNO. -FOR COLUMN REINFORCEMENT AND DOWELS USE CASE 1 UNO. -FOR BEAM REINFORCEMENT USE CASE 1 UNO. -FOR STRUCTURAL SLAB REINFORCEMENT USE CASE 2 UNO. -FOR SLAB ON GRADE REINFORCEMENT USE CASE 1 UNO. -FOR WALL REINFORCEMENT AND DOWELS USE CASE 1 (EXCEPT AS NOTED BELOW) UNO. -FOR WALLS WITH A SINGLE MAT OF STEEL CENTERED IN THE WALL, USE CASE 1 FOR WALL REINFORCEMENT AND DOWELS UNO. -FOR CHORD STEEL REINFORCEMENT USE CASE 2 UNO. TENSION DEVELOPMENT EXTEND BAR AS FAR AS POSSIBLE AND BEND WITH 90 STANDARD HOOK WHERE Q d CANNOT BE ACHIEVED FACE OF SUPPORT LOM MOMMIM !I � of Idaho i 1311 W. Jefferson St. Boise, Idaho 83702 Phone (208) 342 -7188 Fax (208) 342 -3079 LE J08v 062168.00 ALL STRUCTURAL DETAILS USED ON THIS PLAN ARE COPYRIGHT C) OF LOCHSA ENGINEERING OF IDAHO. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING OF IDAHO. \ �NSTF F tic p� 2� �� 7451 0 F iF�y d O�P�PFF``' �! U) 0 Vo N W [l Q � �a vJm DATE: JWy 10, 2006 ENGINEER: R. MAHAFFEY DRAWN: S. KELLOGG CHECKED: R. MAHAFFEY FILE: 062168.00 revisions: sheet number: S2 Cc = 3 000 ps BAR SIZE TOP BARS OTHER BARS CASE 1 CASE 2 CASE 1 CASE 2 3 22 32 17 25 4 29 43 22 33 5 36 54 28 41 6 43 64 33 50 7 63 94 48 72 8 - 7 9 -- 81 72 107 55 1 82 121 62 93 91 136 70 105 11 101 151 78 116 #14 121 181 93 139 1 18 - 1 161 241 124 186 NOTES: 1. THIS TABLE FOR USE WITH NORMAL WEIGHT HARDROCK CONCRETE AND GRADE 60 UNCOATED REINFORCING BARS. FOR LIGHTWEIGHT AGGREGATE USE 1.3 Q d. 2. TOP BARS ARE HORIZONTAL BARS WITH 12" OR MORE OF CONCRETE CAST IN THE MEMBER BELOW THE BAR. 3. FOR BARS ENCLOSED IN STANDARD COLUMN SPIRALS, USE 0.75 Q d OR 12" MIN. 4. DEVELOPMENT LENGTH OF INDIVIDUAL BARS WITHIN A BUNDLE SHALL BE 1.2 Q d FOR THAT BAR IN A 3 -BAR BUNDLE AND 1.33 Q d FOR A 4 -BAR BUNDLE. 5. COMPRESSION DEVELOPMENT LENGTH (ONLY WHERE INDICATED ON DRAWINGS) FOR GRADE 60 BARS USE 22 BAR DIAMETERS. 6. CASE SELECTION -FOR FOUNDATION REINFORCEMENT USE CASE 1 UNO. -FOR COLUMN REINFORCEMENT AND DOWELS USE CASE 1 UNO. -FOR BEAM REINFORCEMENT USE CASE 1 UNO. -FOR STRUCTURAL SLAB REINFORCEMENT USE CASE 2 UNO. -FOR SLAB ON GRADE REINFORCEMENT USE CASE 1 UNO. -FOR WALL REINFORCEMENT AND DOWELS USE CASE 1 (EXCEPT AS NOTED BELOW) UNO. -FOR WALLS WITH A SINGLE MAT OF STEEL CENTERED IN THE WALL, USE CASE 1 FOR WALL REINFORCEMENT AND DOWELS UNO. -FOR CHORD STEEL REINFORCEMENT USE CASE 2 UNO. TENSION DEVELOPMENT EXTEND BAR AS FAR AS POSSIBLE AND BEND WITH 90 STANDARD HOOK WHERE Q d CANNOT BE ACHIEVED FACE OF SUPPORT LOM MOMMIM !I � of Idaho i 1311 W. Jefferson St. Boise, Idaho 83702 Phone (208) 342 -7188 Fax (208) 342 -3079 LE J08v 062168.00 ALL STRUCTURAL DETAILS USED ON THIS PLAN ARE COPYRIGHT C) OF LOCHSA ENGINEERING OF IDAHO. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING OF IDAHO. \ �NSTF F tic p� 2� �� 7451 0 F iF�y d O�P�PFF``' �! U) 0 Vo N W [l Q � �a vJm DATE: JWy 10, 2006 ENGINEER: R. MAHAFFEY DRAWN: S. KELLOGG CHECKED: R. MAHAFFEY FILE: 062168.00 revisions: sheet number: S2 10' -0" FINISH GRADE FOUNDATION EXCAVATION Q Lj, 2 MIN. BOTTOM OF EXCAVATION O SHALL NOT EXTEND BELOW THIS LINE J 1 FOUNDATION PARALLEL TO EXCAVATION EXISTING UTILITY PARALLEL TO FOUNDATION NOTES: 1 Contractor shall locate bottom of excavation to avoid surcharge on utilities and other foundations. 2 Contractor shall coordinate all excavations with foundation requirements. 4 3 Step foundation as required per S4 4 Contractor shall adhere to the recommendations in the Geotechnical Report and the General Notes, for all excavations, backfill requirements etc. 5 Pipes passing through footings: Less than S -0" below foundation, provide sleeve and concrete. More than 3' -0" below foundation, step intact tion per to maintain Maximum. 6 Sleeves shall be minimum 1" clear all around pipes, conduit etc. 7 For pipes etc. within the footing thickness, step footing as required to pass pipes through stem wall. FOUNDATION ADJACENT TO EXCAVATIONS AND UTILITES - WHERE APPLICABLE REINF. BARS SEE PLAN d d 6 N 4d OR 4" MI N. 90' STD HOOK 180' STD HOOK MAX OFFSET D =6d FOR #3 TO #8 BEND D =8d FOR #9 TO #11 D =12d FOR #14 AND #18 PRINCIPAL REINFORCING 6 d MIN. D =1 1/2 FOR #3 MIN. D =2" FOR #4 135' STD HOOK MIN. D =2 1/2" FOR #5 STIRRUPS AND TIES NOTES: 1. ALL BENDS SHALL BE MADE COLD. 2. #14 AND #18 BARS SHALL BE BEND TESTED AND LAB APPROVED PRIOR TO BENDING. _r_ 3/4" DIA. x SMOOTH BAR DOWEL AT 24" OC, GREASE DOWELS ONE SIDE OF JOINT ONLY, CONSTRUCTION JOINT SAW CUT 1/8" WIDE CONTRACTION — JOINT TO A DEPTH OF t/4 MIN., SAWING MUST OCCUR AS SOON AS CONCRETE SURFACE IS FIRM ENOUGH SO CONCRETE WILL NOT BE DAMAGED, BUT NO LATER THAN 12 HOURS AFTER CONCRETE HAS BEEN POURED. FILL WITH SELF LEVELING SEALANT 70 CONTRACTION JOINT c� SLEEVE SEE NO' Elevation c0 FOUNDATION n FOUNDATION WALL o w FINISH GRADE o � 0 z z BOTTOM OF FOOTING ELEVATION ��IIIIIIIII)1111I w cn U U) w C/) x ui / 1 o z Co SEE CIVIL DRAWINGS FOR j / EXISTING UTILITIES EXCAVATION Q Lj, 2 MIN. BOTTOM OF EXCAVATION O SHALL NOT EXTEND BELOW THIS LINE J 1 FOUNDATION PARALLEL TO EXCAVATION EXISTING UTILITY PARALLEL TO FOUNDATION NOTES: 1 Contractor shall locate bottom of excavation to avoid surcharge on utilities and other foundations. 2 Contractor shall coordinate all excavations with foundation requirements. 4 3 Step foundation as required per S4 4 Contractor shall adhere to the recommendations in the Geotechnical Report and the General Notes, for all excavations, backfill requirements etc. 5 Pipes passing through footings: Less than S -0" below foundation, provide sleeve and concrete. More than 3' -0" below foundation, step intact tion per to maintain Maximum. 6 Sleeves shall be minimum 1" clear all around pipes, conduit etc. 7 For pipes etc. within the footing thickness, step footing as required to pass pipes through stem wall. FOUNDATION ADJACENT TO EXCAVATIONS AND UTILITES - WHERE APPLICABLE REINF. BARS SEE PLAN d d 6 N 4d OR 4" MI N. 90' STD HOOK 180' STD HOOK MAX OFFSET D =6d FOR #3 TO #8 BEND D =8d FOR #9 TO #11 D =12d FOR #14 AND #18 PRINCIPAL REINFORCING 6 d MIN. D =1 1/2 FOR #3 MIN. D =2" FOR #4 135' STD HOOK MIN. D =2 1/2" FOR #5 STIRRUPS AND TIES NOTES: 1. ALL BENDS SHALL BE MADE COLD. 2. #14 AND #18 BARS SHALL BE BEND TESTED AND LAB APPROVED PRIOR TO BENDING. _r_ 3/4" DIA. x SMOOTH BAR DOWEL AT 24" OC, GREASE DOWELS ONE SIDE OF JOINT ONLY, CONSTRUCTION JOINT SAW CUT 1/8" WIDE CONTRACTION — JOINT TO A DEPTH OF t/4 MIN., SAWING MUST OCCUR AS SOON AS CONCRETE SURFACE IS FIRM ENOUGH SO CONCRETE WILL NOT BE DAMAGED, BUT NO LATER THAN 12 HOURS AFTER CONCRETE HAS BEEN POURED. FILL WITH SELF LEVELING SEALANT 70 CONTRACTION JOINT c� SLEEVE SEE NO' Elevation c0 PIPES THRU n FOUNDATION WALL o w �5 o � 0 z z O ��IIIIIIIII)1111I w cn U U) w C/) x ui X w a � o z Co C:) w j rn in `a> :XTEND CONC. (ROUND SLEEVE SLEEVE SEE ;EE NOTE 5. NOTE 5 & 6 Section UTILITY (PIPES) PERPENDICULAR TO FOUNDATION FOR DIMENSIONS SEE PLAN, ARCH, MECH., ETC. RECTANGULAR OR ROUND OPENING 2" CLR. NOTE: MAX. SLAB JOINT SPACING = (36)t JOINTS IN SLAB ON GRADE REINFORCING 3 .. o BARS —2_ #4 AT CENTERLINE OF SLAB a SECTION OA _n3 OPENING IN SLAB ON GRADE n UXdIVIf eMPL m of Idaho 1311 W. Jefferson St. Boise, Idaho 83702 Phone (208) 342-7188 Fax (208) 342-3079 LE JOB* 082188.00 ALL STRUCTURAL DETAILS USED ON THIS PLAN ARE COPYRIGHT ® OF LOCHSA ENGINEERING OF IDAHO. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING OF IDAHO. S �pNAL FY o � STfg N 7451 z �F P /�FY J O MP�P�� U) 1 N n �` W x01 �5 � w 0 ��IIIIIIIII)1111I cn tv S �pNAL FY o � STfg N 7451 z �F P /�FY J O MP�P�� U) s U J �5 � w 0 cn tv w C/) x 0I Co j w j Li Q o I-- w w z � < � J S �pNAL FY o � STfg N 7451 z �F P /�FY J O MP�P�� U) s U J �5 � w NN DATE: July 10, 2006 ENGINEER: R. MAHAFFEY DRAWN: S. KELLOGG CHECKED: R. MAHAFFEY FILE: 062168.00 revisions: sheet number: S3 EDGE OF SLAB OR PIT WALL ETC, SEE PLAN STEEL COLUMN AND BASE PLATE PER BUILDING MANUF. - 1 1 /2 "x 1 1 /2 "— SHEETING NOTCH IF APPLICABLE, COORDINATE WITH BUILDING PLAN FINISH GRADE mISTEM WALL BEYOND PER 3/S4 CONT. N REINF. THRU PIER AND FOOTING. (NOT SHOWN) - " ANCHOR BOLT SEE BUILDING MANUFACTURER, CENTERLINE BUILDING EXTEND ANCHOR BOLT THRU HAIRPINS MIN. OF COLUMN FACTUR R 4 -3/4" DIA. x 20 1/2" EMBED. AT MAIN FRAME -10 1/2" EMBED AT END WALLS 1' -6" 8" HAIRPIN AROUND REBAR CORNER BAR LAP CAGE SEE PLAN, WHERE TO HORIZ. IN a APPLICABLE WALL SEE 1/S2 ° [ CONCRETE SLAB N SEE PLAN PER BUILDING °ad SEE PLAN MANUFACTURER z #3 TIE SETS, (3) AT TOP 5" THEN 41 - - - w AT 6" O.C. ° d w d ° a — —h t — r 00 I ° � s I 1 d U ° d NOTE: VERIFY ANCHOR BOLT LAYOUTS WITH BUILDING MANUF. PLANS AND PIER DETAILS, PRIOR TO CONSTRUCTION, NOTIFY ENGINEER OF ANY INTERFERENCE WITH REBAR, PIE ETC. STEM WALL SEE 3/- #3 TIE SETS, (3) AT TOP 5" THEN AT 6" O.C. — -�t- CENTERLINE OF COLUMN GRID CENTEf OF CO # TIE S1 (3) AT TC THEN AT GRID TOP BAR PER SCHEDULE GRID #5 EACH WHERE APPLICABLE STEM WALL 8 - #5 CORNER SEE PLAN FOR FOOTING SEE 3/- VERT. SIZE AND REINFORCING 6 „ LrL AIN VILVV #3 EAT 24 oC To PLAN VIEW PLAN VIEW 1 _ g TIE TOP AND BOTTOM —�— M AT OP BAR E IS E APPLICABLE CORNER PIER An END WALL PIER nB MAIN FRAME PIER MAIN FRAME CORNER OR END WALL COLUMN FO OTI N G M BUILDING COLUMN PIERS 1 1/2 "x1 1/2" SHEETING NOTCH IF APPLICABLE, COORD. WITH BUILDING PLAN FIN. GRADE, PAVING, ETC. SEE ARCH. A PER PLAN 8" CONC. FDN. WALL W/ #4 VERT. AT 24" O,C. N 3 - # HORIZ. 2" TYP-n . CONCRETE STEM WALL AT PERIMETER NO SCALE 2 - #4 CONT. AT TOP #4 12"I gg � AT 48" OC d CONIC, N SLAB PER PLAN z MUD SLAB FOR FORMING STEM WALL AT CONTRACTORS OPTION FOR LAP LENGTH SEE S2 BEND AS REO'D. ° ,, I z z g Q PROVIDE DOWELS TO MATCH VERT. WALL REINF., SPACING, SIZE AND NUMBER SS SHOWN ON PLAN / INDI STEPPED HE a a ° d of Idaho 1311 W. Jefferson 3t. Boise, Idaho 83702 Phone (208) 342 -7168 Fax (208) 342-3078 LE J08w 062168.00 ALL STRUCTURAL DETAILS USED ON THIS PLAN ARE COPYRIGHT O OF LOCHSA ENGINEERING OF IDAHO. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING OF IDAHO. 07 LU p 595 1 �c9m Of upic r 3" CLR. CN MIN. TYP. / I�IIIII REINF. SHALL MATCH_—// 3" CLR, CD LC) TYP. w LONGIT. FOOTING REINF. SIZE AND FOR LAP LENGTH NUMBER SEE STEPPED S2 FOOTING WHERE APPLICABLE of Idaho 1311 W. Jefferson 3t. Boise, Idaho 83702 Phone (208) 342 -7168 Fax (208) 342-3078 LE J08w 062168.00 ALL STRUCTURAL DETAILS USED ON THIS PLAN ARE COPYRIGHT O OF LOCHSA ENGINEERING OF IDAHO. THE RE -USE OF ANY DETAILS AND CONCEPTS IS NOT ACCEPTABLE WITHOUT WRITTEN CONSENT OF LOCHSA ENGINEERING OF IDAHO. S \ ONAL N a N 7451 � A 9 Q 6 F y J MP�` �U V Z 07 LU p 595 1 �c9m Of upic r 0 w E o. `) a I�IIIII J CD LC) S \ ONAL N a N 7451 � A 9 Q 6 F y J MP�` �U V Z 07 LU p 595 1 �c9m Of upic r O U J CD LC) w C/) X o ZS 0 i .— S2 W X e7- �a LLJ w J_ ~ W Q O 1— w 'w z m O = < O J S \ ONAL N a N 7451 � A 9 Q 6 F y J MP�` �U V Z 48 LU p 595 1 �c9m .J r^ upic r DATE: July 10, 2006 ENGINEER: R. MAHAFFEY DRAWN: S. KELLOGG CHECKED: R. MAHAFFEY FILE: 062168.00 revisions: sheet number: S4 narking Schedule AMET Employees Full Time Standard Space Size 8 to 5 Shift 37 Compact Space Size First Shift 3 Second Shift 3 Handicapped Space Size Offsite Staff 3 Access Part Time 3 Total Employees 49 Peak Working Hours /Assembly & High Bay Areas Code Requirements Employees 18 18 x 1.2 = 21.6 or 22 Peak Working Hours /First & Second Floor Gross Square Footage 15,040 1,5040 x 2= 30080 or 30 06 00329 & 06 00330 AMET Bldg Revisions 5/23/2007 9'x 18' 8' x 15' 10' x 19' 6'x 19' Total Stalls Required 52 Total Stalls As Drawn 57 D GE MAY 2 3 2007 CITY 0 F RFXBUR ME - D ZONE - D Sid—Wk .. 1 -- _.. _._..__._ . .... _ _. ....__... _...__.. lit !is I ZONE B ZONE - C H) HYDRANT, 5 TOTAL Tu- I I I I U L -:A i c1 I i i 35 NORTH 1ST EAST, REXBURG ID, 83440 P: 356 -7274 r F i (PROJECT: AMET OFFICE AND MANUFACTURING FACILITY • R !;' (LOCATION: REXBURG INDUSTRIAL PARK, 355 DIVIDEND DRIVE • (TITLE: AMET - LANDSCAPING - SPRINKLER PLAN DRAWN BY: JBS II ZONE A ( y C PRINT DATE APRIL 18, 2007 I I SHEET NUMBER: 8 OF 25 1 • -.� ".� S II !PLEASE REFER SPRINKLER SCHEDULE FOR SPECIFIC DETAILS ff 1• l i I RELEASE SIGNATURE: USDA Sidewalk 5 Sidewalk L �I� • I �''. Tulip Poplar 1 H 70 1 . American Hornbeam i 2 H- 20' -30' ' W- 15 Quaking Aspen H - 40'- 50' 3 W- 20' -30 Red Flowering Dogwood 4 H- 20' -25' 5 t cs- ( / i� i 6 Y N W m r W D G 3 W 'o c fe w T v ••'c va to . "� ar F � 6 .q� • 3 _ (3 • Thuja Green Giant Evergreen ` 5 Planted Alone f • H -40' W- 10' -15' Thuja Green Giant Evergreen �� 1 6 Planted in a Row H-20' W - 5' 35 NORTH 15T EAST, REXBURG ID, 83440 P: 356 -7274 (PROJECT: AMET OFFICE AND MANUFACTURING FACILITY (LOCATION: REXBURG INDUSTRIAL PARK, 355 DIVIDEND DRIVE j ! TITLE: AMET - LANDSCAPING - TREES DRAWN BY: J85 (PRINT DATE: APRIL I8, 2007 I1 SHEET NUMBER: 6 OF 25 NOTE: I RELEASE SIGNATURE: L �I� • I �''. Tulip Poplar 1 H 70 W- 30' -40' . American Hornbeam •I 2 H- 20' -30' ' W- 15 Quaking Aspen H - 40'- 50' 3 W- 20' -30 Red Flowering Dogwood 4 H- 20' -25' W- 20' -25' Thuja Green Giant Evergreen ` 5 Planted Alone f • H -40' W- 10' -15' Thuja Green Giant Evergreen �� 1 6 Planted in a Row H-20' W - 5' 35 NORTH 15T EAST, REXBURG ID, 83440 P: 356 -7274 (PROJECT: AMET OFFICE AND MANUFACTURING FACILITY (LOCATION: REXBURG INDUSTRIAL PARK, 355 DIVIDEND DRIVE j ! TITLE: AMET - LANDSCAPING - TREES DRAWN BY: J85 (PRINT DATE: APRIL I8, 2007 I1 SHEET NUMBER: 6 OF 25 NOTE: I RELEASE SIGNATURE: USDA $1d. -1k .o. ,...a...licA 11 Ill J 1 I . l Ll. 11 - -= i i 1, I.1 �_ !.. � - L _l ; (, I,_. _. _. I 1 ... -s_.- �_ 35 NORTH iST EAST, REXBURG ID, 83440 P: 356 -7274 (PROJECT: AMET OFFICE AND MANUFACTURING FACILITY !LOCATION: REXBURG INDUSTRIAL PARK, 355 DIVIDEND DRIVE (TITLE: AMET - LANDSCAPING - BERMS IDRAWNBY: JBS II SPRINT DATE: APRIL 18, 2007 j SHEET NUMBER: 7 OF 25 !NOTE: I RELEASE SIGNATURE: Concrete / �. G > X j Asphalt Large Stones ;' : • : Gravel /River Rock Bed f I Grass � Berm /Terrace- Grass Each Line Indicates 12" of Raised Elevation Flower Bed Fire Department Access - Posted "No Parking" 16 -0 USDA Sidewalk 5 Sid—Wk 9 Zo . . . . . . 9 rt &at. �wv . . . . . . . . . . . . . . . . . . . . . . . . . �. I '01 A 35 NORTH 1ST EAST, REXBURG ID, 83440 Pt 356-7274 IPROJECT: AMET OFFICE AND MANUFACTURING FACILITY (LOCATION: REX B U R& I PARK 355 DIVIDEND DRIV ITITLE t AMET - LANDSCAPING - FENCE DRAWN BY: jas 1PRINT DATE: APRIL 18, 2007 SHEET NUMBER: 9 OF 25 NOTE: FENCE - CHAIN LINK, 6'TALL, WITH VISUAL BARRIER RELEASE SIGNATURE: � \� \ | /' / ' ' Civil Sitework for :U t 1 MANUFACTURING FACILITY IDA 'Z%'ju u 1x%j 9 PROJECT NO. 07113 MAY 2007 REVISION A PROJECT LOCATION � F� 11�� C, E O y ' Q IS A. W Designed By VICINITY LOCATION rj Schiess & Associates ENGINEERING -PLANNING -LAND SURVEYING 7103 SOUTH 45TH WEST 310 N 2ND EAST, SUITE #12 IDAHO FALLS, ID 83402 REXBURG,ID 83440 OFFICE: (208) 522-1244 OFFICE: (208) 356-6092 FAX: (208) 522-9232 FAX: (208) 356-6468 MAY 2 3 2007 1 PtAJKy_T.<, APAaWAL-,_S6xG Sh'66T C PROJECT LOCATION INDEX CATCH BASIN COVER INSIDE DIAMETER G -1 INDEX /ABBREVIATIONS /CONTACTS C -1 DRAINAGE PLAN D -1 MISCELLANEOUS DETAILS D -2 MISCELLANEOUS DETAILS D -3 MISCELLANEOUS DETAILS LIST OF ABBREV1ATIONS CB CATCH BASIN DI INSIDE DIAMETER DIA. DIAMETER ELEV. ELEVATION FF FINISHED FLOOR FT FEET FW FRONT OF WALK INV INVERT L.F. LINEAR FEET MAX. MAXIMUM MIN. MINIMUM MJ MECHANICAL JOINT PE POLYETHYLENE R RADIUS REQ'D REQUIRED SCH SCHEDULE STD STANDARD TBC TOP BACK OF CURB TEMP TEMPORARY TYP TYPICAL S STANDARD CAR STALL H HANDICAPPED STALL C COMPACT CAR STALL LEGEND • PROPOSED MANHOLE • EXIST. MANHOLE EXISTING CURB & GUTTER PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED STORM DRAIN PROPOSED WATERLINE EXISTING STORM DRAIN SEWER EXISTING STORM DRAIN EXISTING WATERLINE PROPOSED FIRE HYDRANT • PROPOSED WATER VALVE O EXIST. FIRE HYDRANT • EXIST. WATER VALVE PROPOSED CATCH BASIN -4-- DIRECTION OF DRAINAGE FLOW # PROPOSED LIGHT POLE EASEMENT RIGHT -OF -WAY EXISTING PROPOSED THIS PROJECT FUTURE O LANDSCAPE O CONCRETE ® DUMSTER CRY COMMENIS — CM 5/ww DeaCwvnDa REV: 9Y I CKD. sY I DATE REVISIONS TO DRAWINGS This docurnerd warty part thereof In detail or design concept u tine property d Schim 8 Assoclabs and stall not be copied In any form wltihwa the wrKlen authorization of Sciiess & Assodales. UTILITY & SERVICES CONTACTS CONTACT PHONE # WATER NOTES: CITY OF REXBURG ENGINEERING DEPARTMENT .................... ............................... ...........................JOHN MILLAR ............................................................... (208) 359 -3020 DIGLINE (CALL BEFORE YOU DIG) ................................................................................................... ............................... ..........................(800) 342 -1585 OWNER .................................................................................................................. AMET............................................ ............................... SCHIESS & ASSOCIATES ENGINEER .......................................................................... ............................... CHRIS PARK ................................................................. (208) 522 -1244 PROJECT MANAGER ................................ ............................... ...........................KURT ROLAND .............................................................. (208) 522 -1244 GENERAL NOTES: 1. SPECIFICATIONS AND DRAWINGS FOR THIS WORK ARE THE ISPWC 2007 EDITION. THE DETAIL DRAWINGS HEREIN SUPPLEMENT THE ISPWC STANDARDS. 2. BED PIPE IN NATIVE MATERIAL FREE OF ROCKS LARGER THAN 1 INCH IN DIAMETER AS BEDDING. IF ROCKS LARGER THAN 1 INCH ARE PRESENT, USE CRUSHED AGGREGATE OR SAND AS APPROVED BY THE ENGINEER IN EACH LOCATION. 3. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK. 4. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED. 5. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS, LIGHTPOLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR SHALL BE REPAIRED AT HIS EXPENSE. 6. GENERAL LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE NTH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPORIATE UTILITY COMPANY FIELD - LOCATE ANY EXISTING UTILITIES WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 7. THE CONSTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT. 8. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUST CONTROL MEASURES. 9. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL SIGNING IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. STORM DRAIN & STREET NOTES: 1. GRAVTTY STORM DRAIN PIPE IS TO BE PVC RIBBED ASTM -794 46PSI. 2. USE CURB AND GUTTER TYPES SHOWN ON THE PLANS. 3. ALL CONCRETE SHALL BE CURED WITH A CURING COMPOUND MEETING REQUIREMENTS OF ASTM C -1315. SEWER NOTES: 1. ALL SEWER MAIN LINE PIPING IS TO BE ASTM D -3034 SDR 35. 2. ALL SEWER SERVICES TO EACH BUILDING ARE TO BE 4 INCH DIAMETER. 3. GRADE ALL FINISH SURFACES AWAY FROM MANHOLE LIDS. PROJECT No. 07113 DATE MAY 2007 oEareMmfw 0"A" "ay K ROLAND D LECHEMNWiT CMCKED 9Y: APPROVED av: K ROLAND C PARK R ZOKTAL. SCALP VERTICAL SCALE Schiess & Associates ENGINEERING e PLANNING • LAND SURVEYING Idaho Falls 522 -1244 Rexburg 3566092 1. ALL WATERMAN PIPE AND FIRE SPRINKLER SERVICE PIPE ON PRIVATE PROPERTY IS TO BE AWWA C -900 CLASS 150 PVC WITH AWWA C153 MJ FITTINGS. ALL WATERMAN PIPE IN CITY STREETS IS TO BE CLASS 51 DUCTILE IRON PIPE WITH AWWA C -153 MJ FITTINGS. POTABLE WATER SERVICE LINE PIPE IS TO BE AWWA C -901 CLASS 200 SIDR 7 PE. 2. MINIMUM COVER OVER WATER LINES IS 5 FEET. 3. THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES IN THE PRESSURE PIPE. PROVIDE TEMPORARY CAPS AND TEMPORARY END THRUST BLOCKS AT ALL TEMPORARY WATERLINE TERINATION POINTS AS REQUIRED DUE TO PHASED DEVELOPMENT. 4. ALL FlRE HYDRANTS TO BE WATEROUS OR CLOW BRAND. 5. FIRE HYDRANTS SHALL HAVE TWO 2 -1/2' DIAMETER HOSE NOZZLES, AND ONE 4 -1/2" DIAMETER HOSE NOZZLE. 6. COORDINATE ALL METER INSTALLATIONS WITH THE CITY OF REXBURG. 7. WATER PIPE MUST HAVE A MINIMUM SEPARATION DISTANCE OF 10' FROM ANY SANITARY SEWER OR STORM SEWER MEASURED FROM THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC 2007, STANDARD DRAWINGS SD -407. 8. EACH BUILDING WILL HAVE A 1' WATER METER. 9. COORDINATE LOCATION OF WATER METERS FOR SPRINKLING SYSTEM WITH OWNERS SPRINKLER IRRIGATION PLAN. 10. CONSTRUCT WATERLINES TO 5' OUTSIDE PHASE LIMTTS IF CONSTRUCTED IN PHASES. PLACE TEMPORARY BLIND FLANGE AND THRUST RESTRAINT AT TEMPORARY END. IF MECHANICAL THRUST RESTRAINTS ARE USED (SUCH AS EBAA IRON MEGALUGS) RESTRAIN 3 PIPE BELL JOINTS FROM THE TEMPORARY END. MARK END CAP LOCATION WITH A POST. 11. USE HOT TAP CONNECTIONS OR AWWA C153 MJ TEES WITH A SLEEVE AT EACH CONNECTION. SILVERTREE BUILDERS AMET OFFICE & MANUFACTURING FACILITY NMA L Q� GWSTER � O �1� 6 1817 PL O q TE OF W0 ti R /s A . P P'� AMET OFFICE & MANUFACTURING FACIIdTY DRAINAGE PLAN G— INDEX, ABBREVIATIONS, LEGEND, CONTACTS & NOTES 8' GATE DUMPSTERS - FENCED AREA 52 L.F. OF STM PIPE 0.022% NEW C.B. GR. EL.=77-00 GR. EL=77-00 INV. EL.=73.50 /"4 0 EXISTING CB GR. EL.=76.53 NEW C.B. rP F1 =7700 :fin partmentA proved Z— 3 - 7 7 Data / Other department approvals may be required APPADIVAL — Fpm ST- PLAj OA LY f')0T bQATdAC-.,r_- PLC orry commENTS OESCMPT101 REVISIONS TO DRAWINGS Thi d ocum " or 8M parl twered in detail or design cmWW is the WOP" 01 Schiess & Assadalts end WWI not be copied i any f orm Mlj,,A the .6tten 0&rodzaeon of Sd"" & Associales, DIVIDEND DRIVE EXISTING FIRE HYDRANT NO, U/ 1 10 MAY 2W7 )IFY Schiess & Associates KR D LECHEMINANT ff.: APPROVED 10Mf. ENGINEERING -PLAIVIVEVG - LAND SURVMVG K ROLAND C PARK Idaho Falls 522-1244 Rexburg 356-6092 T� CAL SCALE VERTI. . SrALE '� AS AS S NO TED 'j EXISTING FIRE HYDRANT SILVERTREE BUILDERS AMET OFFICE & MANUFACTURING FACILITY c NA L 6 NA \ST E,? ctiF 7t, Z 18 lq I of IS A. AMET OFFICE& MANUFACTURING FACILITY DRAINAGE PLAN DRAINAGE PLAN A.-ID Ra2 io I 1/4' TOOLED RADIUS 2 ' TOP OF CONCRETE SIDEWALK TO �. t TBE 1/4' ABOVE BACK OF CURB \ I 2' -6 R =3' 1 STANDARD CURB & GUTTER DETAIL 1/4' TOOLED RADIUS 2 LIP DOWN CURB & GUTTER DETAII 5' -0' _ 1 I 4' CONCRETE SIDEWALK a ', a ', o ', 4 4 4 te s ' s' s• a• s' a• a• 6' OF 3/4' ( —) CRUSHED AGGREGATE BASE 3 SIDEWALK 2 1/2' ASPHALT PLANTMIX PAVEMENT PRIME COAT 3 1/2' OF 3/4' CRUSHED AGGREGATE BASE 12' GRANULAR BORROW 4 PARKING LO CRO SS SE ' Derry 1 REV. BY 1 Crm: BY DATE REVISIONS TO DRAWINGS This dom msnc or any pert Ihereol M deWf or daslpn owcapt is ft pop" of Sd*m" 8 Agoddas and shelf not be ooPled In uy form wMxM the written sulhorbabon of Schism 8 AssodaMe. No. 07113 M AY 2007 K RM MD — D LE CHD~ gay; APPROVED K ROIAND C PARK Sc hie s Amci tes ENGINEERING e PLANNING e LAND SURVEYING Idaho Fells W-1244 Rexburg 358.6092 TOUCH READ BUTTON & COVER LAWN LEVEL GALVANIZED PIPE, :, ' ' - METER SUPPORT 1 8' \ I 2' -6 R =3' 1 STANDARD CURB & GUTTER DETAIL 1/4' TOOLED RADIUS 2 LIP DOWN CURB & GUTTER DETAII 5' -0' _ 1 I 4' CONCRETE SIDEWALK a ', a ', o ', 4 4 4 te s ' s' s• a• s' a• a• 6' OF 3/4' ( —) CRUSHED AGGREGATE BASE 3 SIDEWALK 2 1/2' ASPHALT PLANTMIX PAVEMENT PRIME COAT 3 1/2' OF 3/4' CRUSHED AGGREGATE BASE 12' GRANULAR BORROW 4 PARKING LO CRO SS SE ' Derry 1 REV. BY 1 Crm: BY DATE REVISIONS TO DRAWINGS This dom msnc or any pert Ihereol M deWf or daslpn owcapt is ft pop" of Sd*m" 8 Agoddas and shelf not be ooPled In uy form wMxM the written sulhorbabon of Schism 8 AssodaMe. No. 07113 M AY 2007 K RM MD — D LE CHD~ gay; APPROVED K ROIAND C PARK Sc hie s Amci tes ENGINEERING e PLANNING e LAND SURVEYING Idaho Fells W-1244 Rexburg 358.6092 TOUCH READ BUTTON & COVER LAWN LEVEL 20' RING AND COVER W/ TOUCH READ HOLE Z-SERVICE LINE rFN RA NOTES: 1 GALVANIZED STAND PIPE 32 INCHES WRAPPED WITH TAPE. 2 ALL SERVICE LINES SHALL BE BORED UNDER EXISTING ASPHALT PAVING. NO ASPHALT PAVING SHALL BE CUT FOR SERVICE LINE INSTALLATION. 3 ALL SUPPLIES PROVIDED BY CITY EXCEPT CORPORATION CURB STOP, METER SUPPORT, SUPPLY LINES IN do OUT. NOT TO SCALE 5 METER BOX AND METER SETTER DETAIL NA L E� c14 F.G`STERF C� O —0- of \aP AMET OFFICE & MANUFACTURING FACHM SILVERTREE BUILDERS DRAINAGE PLAN D -1 AMET OFFICE & MISCELLANEOUS DETAILS .�. MANUFACTURING FACILITY GALVANIZED PIPE, CONNECT TO METER METER SUPPORT do ANGLE METER VALVE W /APPROXIMATE FITTINGS SEE NOTE 10 STRAP SERVICE LINE TO METER SUPPORT BALL TYPE CORPORATION AND CURB STOP ADAPTER, POLY —BY— FEMALE 2" MIN METAL PIPE RATED AT 300 PSI MINIMUM WORKING PRESSURE. 20' X 48' POLY BARREL HOUSE SIDE — — 20' RING AND COVER W/ TOUCH READ HOLE Z-SERVICE LINE rFN RA NOTES: 1 GALVANIZED STAND PIPE 32 INCHES WRAPPED WITH TAPE. 2 ALL SERVICE LINES SHALL BE BORED UNDER EXISTING ASPHALT PAVING. NO ASPHALT PAVING SHALL BE CUT FOR SERVICE LINE INSTALLATION. 3 ALL SUPPLIES PROVIDED BY CITY EXCEPT CORPORATION CURB STOP, METER SUPPORT, SUPPLY LINES IN do OUT. NOT TO SCALE 5 METER BOX AND METER SETTER DETAIL NA L E� c14 F.G`STERF C� O —0- of \aP AMET OFFICE & MANUFACTURING FACHM SILVERTREE BUILDERS DRAINAGE PLAN D -1 AMET OFFICE & MISCELLANEOUS DETAILS .�. MANUFACTURING FACILITY Z— PURLIN CONSTUCTION CONNECT FROM END OF REMOTE BRANCH LINE 1 Cl 90 Ell HIGH BASE UNISTRUT - 61N • 1 UNISTRUT CLAMP Typical 2 Ell 1" TxT PIPE 1" BALL VALVE • ARGCO Inspectors Test Sign • Test valve in readily accessible location 1 Wall Plate Typical 2 1 Galy Mal 45 Ell 1 x 1/2 Galv Bushing 1/2 Test Orifice Smooth bore corrosion- resistant outlet giving flow equivalent to smallest sprinkler 1" TxP GALV PIPE FLOOR 1" 2 -1 BUILDING SECTION SCALE: 1/8" 1 -0 E E o E - 0 ti FAST CLAMP 4" WET RISER DETAIL WET S YSTEM INSPECTOR'S TEST DETAIL NOT TO SCALE STRUCTURAL MEMBER (Z- PURLIN) METAL PANEL OR VAPOR BARRIER STEEL SAMMY SUPPERSCREW ALL - THREAD ROD PIPE RING SPRINKLER PIPE �- BOTTOM PURLIN SAMMY HANGER NOT TO SCALE PIPE SIZE AT -ROD 4 INCHES OR LESS 11/4 - 1 1/2" 6 AND 8 INCHES TYP. CEILING GRID 10 AND 12 INCHES / PLYWOOD DECK TYP, STUD WALLS 21/2" 41/2" BAR— JOIST CONSTRUCTION 3" 5" 6" 4 " 8 8" 6" 10" 10" 8" 12" CONNECT FROM END OF REMOTE BRANCH LINE 1 Cl 90 Ell HIGH BASE UNISTRUT - 61N • 1 UNISTRUT CLAMP Typical 2 Ell 1" TxT PIPE 1" BALL VALVE • ARGCO Inspectors Test Sign • Test valve in readily accessible location 1 Wall Plate Typical 2 1 Galy Mal 45 Ell 1 x 1/2 Galv Bushing 1/2 Test Orifice Smooth bore corrosion- resistant outlet giving flow equivalent to smallest sprinkler 1" TxP GALV PIPE FLOOR 1" 2 -1 BUILDING SECTION SCALE: 1/8" 1 -0 E E o E - 0 ti FAST CLAMP 4" WET RISER DETAIL WET S YSTEM INSPECTOR'S TEST DETAIL NOT TO SCALE STRUCTURAL MEMBER (Z- PURLIN) METAL PANEL OR VAPOR BARRIER STEEL SAMMY SUPPERSCREW ALL - THREAD ROD PIPE RING SPRINKLER PIPE �- BOTTOM PURLIN SAMMY HANGER NOT TO SCALE PIPE SIZE AT -ROD 4 INCHES OR LESS 11/4 - 1 1/2" 6 AND 8 INCHES N/A 10 AND 12 INCHES N/A �.1/GNE�P ONLyUfETH /JHANGE�6YyENA �f1ET,4lP,4NEL OOrFl� ,4r°YIiPBARif' /ErF /S�TTgINED TOTHEB0Tl0lff0FT 2EPUrPZ/NS. A E T, 4 l B U/ L D /N G K 4 N 4 FA l T N� a, 4 OPA 0 n 1 /. f SEISMIC AREA CLEARANCE REQUIREMENT 1 " 3 3 " 11/4 - 1 1/2" 31/2" 4" 2 " 4" 4" 21/2" 41/2" 6" 3" 5" 6" 4 " 8 8" 6" 10" 10" 8" 12" 12" 10" 1 14" 1 14" Flexible couplings may be installed within V -0" of all non - frangible penetrations for 2" and larger pipe, in lieu of designated clearance. Pipe 11/2" and smaller, require designated clearance. STRUCTURE RISER CLAMP STRUCTURAL MEMBER (Z- PURLIN OR SIM.) OFFSET EYE - SOCKET —____� WITH CAP SCREW, NUT AND WASHER(s) ALL - THREAD ROD PIPE RING SPRINKLER PIPE EYE -LET HANGER NOT TO SCALE PIPE SIZE AT -ROD BOLT 4INCH _ 6 AND 8 INCHES '/ 61NCH % 2 8 INCH 3 /a i OES /GNER- la""ZILNlf 6fafs#4 /Nl. EARTHQUAKE BRACING STRUCTURE >WIVEL ATTACH ATTACH LONGITUDINAL E.Q.B. NOT TO SCALE NOT TO SCALE PIPE SI AT-ROD i 4 INCHES OR LESS 8 _ 6 AND 8 INCHES '/ 10 AND 12 INCHES 5/ NUTAND FENDER WASHER TOP CHORD OF OPEN WEBBED JOIST ALL- THREAD ROD PIPE RING SPRINKLER PIPE NUT a WASHER HANGER NOT TO SCALE PIPE SIZE AT-ROD _ 41NCHES OR LESS 6 AND 8 INCHES UA 11: 10 AND 12 INCHES 5/ 0 qf FASTEN SWIVEL ATTA( LATERAL E.Q.B. RETAINER STRAP W/ NUT ON TOP BEAM CLAMP WIDE FLANGE BEAM - ALL - THREAD ROD PIPE RING SPRINKLER PIPE - TOP I -BEAM C -CLAM HANGER NOT TO SCALE PHONE NUMBER 208 - 334 -4370 TOP OF RISER E.Q.B. NOT TO SCALE 10" ELECTRIC BELL • Wiring by Others 120 4" X 1 -6 G &G #10 PIPE • with 2" & 1/2" POLS 2" MAIN DRAIN • (Drain to Outside) \ X 2 Wall Plate • WATTS 530FP 1/2 Relief Valve • (Piped to Main Drain) • Watts 1/2" Ball Valve VIK Pressure Gauge UB 1/4 3 -Way Globe Valve 1/4 MI Plug 4" DOUBLE CK VA ASSEMBLY • AMES COLT SERIES 200 • with (2) Gry BFV & Tamp Switch SPARE HEAD CABINET VIK 6 Head Cabinet VIK 10896W/B Head Wrench 4" X 1.0 G &G GALV #40 PIPE • with 1/4" POL 6" x 4" GRV CONIC REDUCER 6" GRV FLANGE • 3/4 X 31/2 Bolt 3/4 Hex Nut MISC MAIN DRAIN ITEMS 2.1/2 X 4 Nipple 1 • 1/2 X 1/2 X 1/4 Red Tee 1 • 1/4 X 4 Nipple 2.1/2 C X MIP Adapter 2.1/2 Copper Tube 1.2 Galy Cl 45 Ell REVISION & DRAWING _.OG TEST SHOULD BE WITNESSED BY IDAHO FM - DON McCOY —' - 4" FLEX GRV COUP 4" G &G #10 PIPE 4" FLOW SWITCH o • Wiring by Others 4" G &G #10 PIPE 4" FORWARD FLOW TEST OUTLET 4" VIK G1 SWING CHECK VLV 0 4" G &G #10 PIPE 4" X 1" Drain 90 Ell with 1 X 112 Cl Bushing Q 1/2 Ball Drip FECI Stock 1/2 Street Ell FECI Stock 4" X T -0" T &G GALV #40 PIPE 4 X 21/2 X 2112 SIAMESE FDC • 4 FDC Wall Plate 21/2 Breakable FDC Caps 4 Wall Plate 0 v g VIK PRESSURE GAUGE UB 1/4 3 -Way Globe Valve 1/4 MI Plug - 1/4 X 4 Galy Nipple U 4" FLEX GRV COUP C? -, so NOT TO SCALE 2" MIN CLEARANCE 6" UG PIPING TO FIRST FLANGE • Flush and Test per NFPA requirements • By Others OTHER MISC ITEMS 1 • ARGCO Alarm Test Sign 2 • ARGCO Main Control Sign 1 • ARGCO Main Drain Sign 1 • ARGCO When Bell Rings Sign NOTICE: OUR WARRANTY IS SUBJECT TO THE OWNER'S ADHERANCE TO NFPA 25. NFPA 25 IS THE APPLICABLE STANDARD FOR THE INSPECTION, TESTING, AND MAINTENANCE OF A WATER BASED FIRE PROTECTION SYSTEM. UNDER NFPA 25, THE OWNER IS RESPONSIBLE FOR MAINTAINING AND KEEPING THE SYSTEM IN GOOD OPERATING CONDITION. THIS DRAWING IS THE PROPERTY OF FIRE ENGINEERING CO., INC. IT SHALL NOT BE USED OR COPIED WITHOUT WRITTEN PERMISSION. SPRINKLER HEAD COUNT MAKE MODEL SIN TYPE FINISH K- FACTOR THREAD CANOPY TEMP SYMBOL QNTY TOTAL NUMBER OF SPRINKLERS ON THIS SHEET SI TE PLAN NCT TO SCALE AMET INC. DESIGNED PER NFPA 2002 SHEET NUMBER / TITLE 01 TITLE SHEET & SITE UTILITY PLAN 02 UPPER LEVEL 03 UNDER MEZZ IMATION ON ISTALLED, ' ESTED IN !4 BY PRIOR FABRICATION, RDANCE SPECTION 4. ALL MATERIALS SHALL BE U.L. LISTED AND /OR F.M. APPROVED FOR USE IN AUTOMATIC FIRE SPRINKLER SYSTEM. 5. ALL HANGERS SHALL COMPLY WITH NFPA No. 13. 6. PIPE SHALL BE JOINED BY USING GROOVED TYPE MECHANICAL FITTINGS, SHOP WELDED BRANCH OUTLETS OR THREADED FITTINGS. 7. PIPE USED ON THIS PROJECT SHALL BE BLACK STEEL PIPE AS ALLOWED BY NFPA No. 13, EITHER, BUT NOT LIMITED TO ASTM A 53, A 795, OR A 135, INCLUDING SCHEDULE 40, SCHEDULE 10, DYNA - THREAD 40, DYNA -FLOW, AND E -Z FLOW AT THE SUPPLIER'S DISCRETION. OTHER CLARIFICATIONS: 1. DESIGN CRITERIA: ORD HAZARD GRP 2= EXISTING BUILDING AND ASSEMBLY AREA. LIGHT HAZARD= ALL OFFICE AND RESTROOM AREAS FIRE ENGINEERING HAS NOT BEEN CONTRACTED TO PROVIDE THE FOLLOWING: 1. UNDERGROUND SUPPLY LINE FROM SUPPLY SOURCE TO FIRST FLANGE ABOVE FINISHED FLOOR. 2. FLUSHING AND TESTING OF WORK INSTALLED BY OTHERS. 3. KNOX LOCKING TYPE FDC CAPS. 4. ELECTRICAL WIRING OF ANY TYPE, 5. ANY DETECTION OR ALARM EQUIPMENT, EXCEPT FLOW AND TAMPER SWITCHES. 6. PAINTING AND /OR LABELING OF FIRE SPRINKLER PIPING. 7. FIREPROOFING OR CAULKING OF FIRE SPRINKLER PIPE. 8. CENTERING OF SPRINKLER HEADS IN CEILING TILE. 9. SPRINKLER PROTECTION OF ANY ROOF OVERHANGS OR CANOPIES. % IN RACK SPRINKLERS. 11. HOSE RACKS AND CABINETS. 12. FIRE EXTINGUISHERS OR CABINETS. 13. RELOCATION OR VARYING OF EXISTING SPRINKLER LINES OR MAINS TO ACCOMMODATE OTHER TRADES. 14. OVERTIME WORK BEYOND FIRE ENGINEERING'S NORMAL WORKING HOURS. h \ WASHINGTON FIREEC1988KL SHEET NUMBER: WYOMING NOT REQUIRED REDUCTION REQUIRED: ® NO El YES 355 DIVIDEND DRIVE REXBURG, IDAHO IF YES, EXPLAIN: � OF 140. UA 11: LATEST DRAWING REV15 Q 11 SUBMITTED TO GC AND AH - - -5 -07 LICENSED CONTRACTOR IN THE FOLLOWING STATES: WATER FLOW TEST INFORMATION • • *� F Eng DRAWING TITLEISYSTEMLOCA, C ALCULATED FLOW TEST ir_ie ering SITE PLAN ARIZONA CALIFORNIA 070937 -009 44397 STATIC RESIDUAL FLOW PI ) Ccnxipainy Inc . DETAILS COLORADO 06. 74 PSI 62 PSI 520 GPM ( & A DRAWN BY FTV IDAHO 5738 - AAA -4(18) WWW .fireengin ee r i n gco.com MONTANA 39225 ACTUAL FLOW TEST SCALE: AS INDICATED NEBRASKA 25274 STATIC RESIDUAL FLOW (801)262 -3329 South West 1- 800.453 -6222 Salt Lake Cityy, , Utah alt DATE: 11!812007 NEVADA 6276A 74 PSI 62 PSI 520 GPM Fax(801)262 -0601 84123 ^RAWINGFILE: NEW MEXICO 18634 OREGON 148454 DATE: 11 /2007 - PROJECT NUMBER: TEXAS 111-0504 TEST LOCATION: AMET INC UTAH 22- 28747 -5501 REFERENCE NUMBER: 07-78 WASHINGTON FIREEC1988KL SHEET NUMBER: WYOMING NOT REQUIRED REDUCTION REQUIRED: ® NO El YES 355 DIVIDEND DRIVE REXBURG, IDAHO IF YES, EXPLAIN: � OF A' 1 lop 2 2' - 4 " VK302 31/2" 2 2 " VIKING 4" 4" 21/2" 3 41/2" 6" 3 " 18634 5 " 4 4" SCR -O0 8" 8" 6" 5 10" 10" TUR BUR Z O H U W 0 _'6 U J g o _ a CL U A F- � W U QE Lj L" W 12" 21' -5" 21' -5" 21' -5" 21' -5" 21' -5" 21' -5" 21' -5" by 24 -8" �" �" 4 $/2 10'•8/ 5'-4" i > 5'-4/" 10' -8 /z" 5'-4" > > 5'-4/" 10' -8/" 5' 4^ 5' > >" 5'-4 /z" 10' 8/2 4^ �" 5' 4/ 10-8/' S' 4^ �" 5 4/ 10' -8Y2" 5'�3" i �, 5'-4/2" 10' -8/' 4 ' 11� 11� 1� lyt 12 5 11�" 2 -7 4' 4' 259 O 4' - 2 + + a co L 3" 3' I 2 + OD 2 b 2 2 + + 2 00 2 3" b 2 2 + + co 2 0 L 4' � b 2 4; + + ao 2 ao 2 b 2 2 + + Z oo Z °Q- 3' _- b 2 1 z; + + 2 105 «, Z Q- 05 = ° p o ! - 5 p o - - '• 2 p ' 12 p 2 + 1 aD 101 203 °� 201 2 + 2 3" 1 -0l� 12 -5 12- 9 -9 b +� 0 - 4' 9 -9v FF �b i + ' 1, 2 -7 Iy �" 209 4 110 0 207 Q I 1> 10 v 8� 10 -8 1 �, c 8' I 10 -8k 10 0 < I v 8 1 -8� 10 v Q 8Y� I 10 - 8� 10 o , v • 8 - 10 29 0 27 8'� 19 I 1 -8� O o Q I 3> 17 Tt O 0 6 < 7 -4 Iy �, , Iy �, 1 -Oil c 1 -0 12 - 5 12- 12 5 -5 2 -5 12 -5 6 4 1}�• I i 2-7t I �" l Y�° I'�" 0 x o , o 0 0 0 0 0 0 0 0 0 / * 0 , x 0 , 1 -OyZ 12 -5 12- 12 5 - 5 2 - 5 12 - 5 9 -9) �b �1_0y o ' It = � 25 15 5 o 1t' I 1 1 yZ" 1'`�" 1 12- I 2 -7 I I I. �i -01� 1- 0 0 0 0 0 1 0 o 1 r, 0 � o 0 0 1 0 0 0 � 0 o 0 o I -0 12 -5 12- 9 -9 �,b -5 2 -5 12 -5 2 23 13 3 C ' 4 lj�• 1 lye` 11�" I y�, Iy2 2 -3 1 , " 1V 0 o r .., 0 o ,.. 0 f o 0 I ,..., o 0 0 0 0 0 0 0 0 0 0 I ;� E ;a I 0 0 0 o r , o ..,, o ,.., o ... o " - . o 0 1 -0 12 -4 12 -4 10 -1 �b 1 -4 2 -4 12- 1 4 �1 -8 `L 21 11 1 o ° r , 1t' �" 5' 10' -8%" 5'-4" 6- 4y2" 10' -8%" 5 5'42" 10' -8%" 5'4' 5'�" 10' -8%" 5'-4" 5' 4 F 10.$y2„ 5,4" 5'�" 10' V2" 5A" 5' 2" 10' 2' 5 - 4 1 v I I I I V l y e " 2 - 1 - - 12- 2 -4 �1 -8 1 -0 12 -4 12 -4 10 -1 , b 1 4 1 -4 L i D r 1 , 1 , - - Design Area No. 1 - OH II �Z 0 -4' Z FF— 1 " 1 h" V 1 if x Density 0.2 Area 1500 Flow 584.95 gpm @ 57.73 psi 12- 2 -4 B _ 1 Includes 250 gpm Hose allowance 1 -0'� 12 -4 12-4 10 -0l� �b 2 + -3 1 4 1 -4 9- B 5 - 0 • ' GENERAL NOTES: 254 25 1 , 2 Iy2 12 237 ,�, 505 605 I , I 12 ' `" -4 1l� 9- 1 "_ M 1. REFER TO SITE AND /OR UTILIY PLAN FOR INFORMATION ON UNDERGROUND PIPING AND UTILITY LAYOUT. 3 - 8Y� 13 - • OD - • 1 -0' 12 -4 12- W -01� b -3 1 4 2 -4 q � E + 2 _ o 2, UNDERGROUND FIRE SUPPLY LINE SHALL BE INSTALLED, i ED IN ACCORDANCE WITH T NF THRUST-BLOCKED, NFPA No. 24 BY OTHERS. FECI TO WITNESS HYDROSTATIC TEST PRIOR - B 6 _ 1 V 250 IY�' 25 11¢" 2 1 - 3 1 503 603 1 1 2 - 4 ' 3, TO BURY. 3. AUTOMATIC FIRE SPRINKLER SYSTEM DESIGN, FABRICATION, INSTALLATION, AND TESTING SHALL BE IN ACCORDANCE 4 -0 13 -5 • E-3 , • i -OyZ 12 - 12 - 9 -il �O 5 1 4Y2 1 - 4 g-5 7 + 2 24 WITH NFPA No. 13 AND SHALL BE SUBJECT TO INSPECTION BY THE AUTHORITY HAVING JURISDICTION. ` 4. ALL MATERIALS SHALL BE U.L. LISTED AND /OR F.M. 1 241 Ike 24 Iy2 2 3 4 Iy �, 501 601 ifs" " y2" '�` 3 1 1 3 91¢ • APPROVED FOR USE IN AUTOMATIC FIRE SPRINKLER SYSTEM. - • _- M'" 1 - OyZ 12 - 4 12 - 4 12 9 - 11 �b 2 + - 5 DN 4 57 x 1 -8 4 12 2 - 4 8 I; .� 5. ALL HANGERS SHALL COMPLY WITH NFPA No. 13. 6. PIPE SHALL BE JOINED BY USING GROOVED TYPE MECHANICAL FITTINGS, SHOP WELDED BRANCH OUTLETS, ( OR THREADED FITTINGS. 7. PIPE USED ON THIS PROJECT SHALL BE BLACK STEEL PIPE AS ALLOWED BY NFPA No. 13, EITHER, BUT NOT LIMITED TO ASTM A 53, A 795, OR A 135, INCLUDING SCHEDULE 40, SCHEDULE 10, DYNA- THREAD 40, DYNA -FLOW, AND E -Z FLOW AT THE SUPPLIER'S DISCRETION. _ - -_ - 9 9'k 1 F I a B - • 5 1 7- � I I 8 - 1 • 1 8- • 1" 5 -10 Design Area No. 4 - OH II Density .20 Area 1500 Flow 593.98 gpm @ 53.91 psi Includes 250 gpm Hose allowance • _ 2 1 2 -3 • '� 0 7- • 6 -2i� - • 9 9'f 9- - 19 + 2 ( 11- 18 __ ___ _ -__ __ - 11 0 -4 F OTHER CLARIFICATIONS: 17 DI 5 99 • • � 1, DESIGN CRITERIA: ORD HAZARD GR P 2= EXISTING BUILDING AND ASSEMBLY ARE - • b 7 • • 14 • 4 - 99 9 2 14 - 1 + B 9 159 5 +; LIGHT HAZARD= ALL OFFICE AND RESTROOM AREAS G �* v if -_ - - zo • D163 61 67 • 65 61 253 I I , r, 4 - 8 - 9 5 8 1 b 3 -11 • i o 2 D157 • o FIRE ENGINEERING HAS NOT e = zoc 0j N - 8 -1 5- 8 54 • 1 Yz DI53 53 • 1 5 B - 1 BEEN CONTRACTED TO PROVIDE THE FOLLOWING: 1. UNDERGROUND SUPPLY LINE FROM SUPPLY SOURCE TO - zo 3 • 58 • 56 1' 10l� • 8 • 14 -$ 10 7 -0 • - __ - - -- - - - -._ _- by 25 -6 FIRST FLANGE ABOVE FINISHED FLOOR. 2, FLUSHING AND TESTING OF WORK INSTALLED BY OTHERS. lop 22' -4" ct 3. KNOX LOCKING TYPE FDC CAPS. 4. ELECTRICAL WIRING OF ANY TYPE. 5. ANY DETECTION OR ALARM EQUIPMENT, EXCEPT FLOW AND TAMPEF STRUCTURE I2 3 �4 5 6 7 Design Area No. 2 - LH Density .1 Area 990 Flow 299.21 gpm @ 53.39 psi Includes 100 gpm Hose allowance 6. PAINTING AND /OR LABELING OF FIRE SPRINKLER PIPING. 7. FIREPROOFING OR CAULKING OF FIRE SPRINKLER PIPE. 8. CENTERING OF SPRINKLER HEADS IN CEILING TILE. 9. SPRINKLER PROTECTION OF ANY ROOF OVERHANGS OR CANOPIES. 4. SWITCHES. 10. IN RACK SPRINKLERS. 11. HOSE RACKS AND CABINETS. 12. FIRE EXTINGUISHERS OR CABINETS. 13. RELOCATION OR VARYING OF EXISTING SPRINKLER LINES OR MAINS TO ACCOMMODATE OTHER TRADES. 14. OVERTIME WORK BEYOND FIRE ENGINEERING'S NORMAL WORKING HOURS. RISER CLAMP SUBMITTED TO GC AND AHJ Q 11 -5 -07 SEISMIC AREA CLEARANCE REQUIREMENT 1 " MODEL 3 3" 11/4 -1 1/2" VK302 31/2" 4 2 " VIKING 4" 4" 21/2" 1 155° 41/2" 6" 3 " 18634 5 " 6 4" SCR -O0 8" 8" 6" FIREEC1988KL 10" 10" 8" 12" 12" 10" 14" 1 14" Flexible couplings may be installed within 1'-0" of all non - frangible penetrations for 2" and larger pipe, in lieu of designated clearance. Pipe 11/2" and smaller, require designated clearance. 1'. FAST CLAMP EARTHQUAKE BRACING STRUCTURE FASTENER SWIVEL ATTACH ATTACH LONGITUDINAL E.Q.B. NOT TO SCALE FASTEN SWIVEL ATTA( LATERAL E.Q.B. NOT TO SCALE TOP OF RISER E.Q.B. NOT TO SCALE 0� PHONE NUMBER 208 - 334 -4370 REVISION & DRAWING LOG TEST SHOULD BE WITNESSED BY IDAHO FM - DON McCOY OUR WARRANTY IS SUBJECT TO THE OWNER'S ADHERANCE TO NFPA 25. NFPA 25 IS THE APPLICABLE STANDARD FOR THE INSPECTION, TESTING, AND MAINTENANCE OF A WATER BASED FIRE PROTECTION SYSTEM. UNDER NFPA 25, THE OWNER IS RESPONSIBLE FOR MAINTAINING AND KEEPING THE SYSTEM IN GOOD OPERATING CONDITION, THIS DRAWING IS THE PROPERTY OF FIRE ENGINEERING CO., INC. IT SHALL NOT BE USED OR COPIED WITHOUT WRITTEN PERMISSION. MAKE MODEL SIN VIKING M -QR VK302 VIKING M -QR VK300 VIKING M -SR VK100 SPRINKLER HEAD COUNT TYPE FINISH K- FACTOR THREAD SSP WHITE 5.6 2" SSU BRASS 5.6 )/2" SSU BRASS 5.6 2" CANOPY TEMP SYMBOL QNTY W HITE t ADJUSTABLE 155 155° COLORADO 64 N/A 155 O 2 N/A 1 155° 1 p 154 TOTAL NUMBER OF SPRINKLERS ON THIS SHEET 1 218 LICENSED CONTRACTOR IN THE FOLLOWING STATES: ARIZONA 070937 -009 CALIFORNIA 446397 COLORADO 06 -335 IDAHO 5738- AAA -4(18) MONTANA 39225 NEBRASKA 25274 NEVADA 6276A NEW MEXICO 18634 OREGON 148454 TEXAS SCR -O0 UTAH 22- 28747 -5501 WASHINGTON FIREEC1988KL WYOMING NOT REQUIRED WATER FLOW TEST INFORMATION STATIC RESIDUAL FLOW 74 PSI 62 PSI 520 GPM ACTUAL FLOW TEST STATIC RESIDUAL FLOW 74 PSI 62 PSI 520 GPM TEST LOCATION: REDUCTION REQUIRED: ® NO ❑ YES IF YES, EXPLAIN: Fire Engineering coriapariy Inc . www.fireengineeringco.com — (801)262.3329 4717 South 500 West 1- 800453 -6222 Salt Lake City, Utah — Fax(801)262- 0601 84123 AMET INC 355 DIVIDEND DRIVE REXBURG, IDAHO DRAWING TITLE i SYSTEM LOCATION: OVERHEAD PIPE DRAWN BY: F 1 Y SCALE: AS INDICATED DATE: 11/8/2007 DRAWING FILE: am etfec' nrg2 dwc PROJECT NUMBER: 789.208 REFERENCE NUMBER: 07.78 SHEET NUMBER: 2 OF 3 1. REFER TO SITE ANDIORUTILIY PLAN FOR INFORMATION ON UNDERGROUND PIPING AND UTILITY LAYOUT 2. UNDERGROUND FIRE SUPPLY LINE SHALL BE INSTALLED, ANCHORED, THRUSTBL0CKED. FLUSHED, AND TESTED |N ACCORDANCE �|THNFPA No, 13 AND WFR4 No. 24BY OTHERS, FEC}TU WITNESS HYDROSTATIC TEST PRIOR TO BURY, 3. AUTOMATIC FIRE SPRINKLER SYSTEM DESIGN, FABRICATION, INSTALLATION, AND TESTING SHALL 8E|NACCORDANCE WITH NFPA No, 13 AND SHALL BE SUBJECT TDINSPECTION 8Y THE AUTHORITY HAVING JURISDICTION. 4� ALL MATERIALS SHALL BEUl, LISTED AN00RF.M. APPROVED FOR USE iN AUTOMATIC FIRE SPRINKLER SYSTEM. i ALL HANGERS SHALL COMPLY WITH NFPA No. 11 8, PIPE SHALL BE JOINED BY USING GROOVED TYPE MECHANICAL FITTINGS, SHOP WELDED BRANCH OUTLETS, OR THREADED FITTINGS. 7. PIPE USED ON THIS PROJECT SHALL 8E BLACK STEEL PIPE ASALL00EOGYNFPANo. 13. EITHER, BUT NOT LIMITED TOA8TMA53.ATO5.DRA135.INCLUDING SCHEDULE 4O. SCHEDULE i0.DYNA-THREAD4A.DYNA-FL0*. AND E-Z FLOW AT THE SUPPLIER'S DISCRETION. m�� CLARIFICATIONS: �� 1, DESIGN CRITERIA" ORO HAZARD @RP2= EXISTING BUILDING AND ASSEMBLY AREA. LIGHT HAZARD= ALL OFFICE AND RESTRUOMAREAS ��U��W N��~ UUV&~K 1. UNDERGROUND SUPPLY LINE FROM SUPPLY SOURCE T0 FIRST FLANGE ABOVE FINISHED FLOOR. 2. FLUSHING AND TESTING UF WORK INSTALLED QYOTHERS. lKN0X LOCKING TYPE FDCC4P& 4. ELECTR WIRING 0F ANY TYPE. 5. ANY DETECTION OR ALARM EQUIPMENT, EXCEPT FLOW AND TAMPER SWITCHES, 8. PAINTING AND/OR LABELING 0F FIRE SPRINKLER PIPING, 7. FIREPROOFING 0R CAULKING OF FIRE SPRINKLER PIPE. 8. CENTERING OF SPRINKLER HEADS |N CEILING TILE, S. SPRINKLER PROTECTION OF ANY ROOF OVERHANGS 0RCANOPIES. 10.|N RACK SPRINKLERS, 11. HOSE RACKS AND CABINETS, 12. FIRE EXTINGUISHERS 0RCABINETS. 13. RELOCATION OR VARYING OF EXISTING SPRINKLER LINES 0RMAINS T0 ACCOMMODATE OTHER TRADES, 14, OVERTIME WORK BEYOND FIRE ENGINEERING'S NORMAL WORKING HOURS, SEISMIC AREA CLEARANCE REQUIREMENT STRUCTURE EARTH QUAKE BRACING STRUCTURE / � o 1 1/4-11Cp 31 41! FA STE N ER �� 4 " 4 " ' ^A=°' =,"°,EL ATTACH 21/2p | 411 | A" U 11 P If :�/SWIVEL ATTACH 6 1011 1 U 1 RISER CLAMP F coup be i wmm/ V-0 o all /uxn/uogmle penetrations for 2" and LONGITUDINAL E Pipe 1 1/2" and smaller, require designated clearance, NOT TO SCALE FAST CLAMP LATERAL E NOT TO SCALE AST CLAMP NOT TO SCALE PHONE NUMBER TEST SHOULD BE WITNESSED BY IDAHOFM - DON McC[Y ��. U��UU��&�" OURY'ARRANTY0 SUBJECT TDTHE OWNER'S ADHERANOE0NFPA 25.NFPA 25|G THE APPLICABLE STANDARD FOR THE INSPECTION, TESTING, AND MAINTENANCE 0FA WATER BASED FIRE PROTECTION SYSTEM, UNDER NFPA25.THE 0VVNER|8 RESPONSIBLE FOR MAINTAINING AND KEEPING THE SYSTEM |NGOOD OPERATING CONDITION. Density .1 Area 900 ` Flow 268.17 gpm @ 52.65 psi Includes 100 gpm Hose allowance_ SUBMITTED TO GC AND AHJ SPRINKLER HEAD COUNT LICENSED CONTRACTOR IN WATER FLOW TEST INFORMATION Fire ]Erigiiaee DRAWING TITLE, SYSTEM LOCATIONI MAKE MODEL SIN TYPE FINISH K-FACTOR THREAD CANOPY TEMP SYMBOL QNTY CALCULATED FLOW TEST UNDER MEZZ VIKING M-QR VK302 SSP WHITE 5.6 WHITE - MODEL F-1 y2" ADJUSTABLE 155 0* 72 ARIZONA CALIFORNIA 070937-009 446397 STATIC RESIDUAL FLOW - - pally Ilie. C c) I ri VIKING M-QR VK300 SSU BRASS 5.6 V" N/A 2 155 0 67 COLORADO 06-�35 74 PSI 62 PSI 520 GPM DRAWN BY: FTV IDAHO 5738-AAA-4(18) www.fireengineeringco.com ACTUAL FLOW TEST SCALE: AS INDICATED MONTANA NEBRASKA, NEVADA 39225 25274 6276A STATIC RESIDUAL FLOW 74 PSI 62 PSI 520 GPM (801)262-3329 4717 South 500 West 1-800453-6222 Salt Lake City, Utah Fax (801) 262-0601 84123 DATE: 11/812007 DRAWING FILF NEIN MEXICO OREGON' TEXAS UTAH 18634 148454 SCR-0504 22-28747-5501 DATE: 11/2007 TEST LOCATION: T IN PROJECT NUMBER: 789-208 REFERENCE NUMBER: -- 07-78 WASHINGTON WYOMING FIREEC1988KL NOT REQUIRED REDUCTION REQUIRED: 0 NO E YES 355 DIVIDEND DRIVE SHEET NUMBER REXBURG, IDAHO Density .1 Area 900 ` Flow 268.17 gpm @ 52.65 psi Includes 100 gpm Hose allowance_