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STEEL FRAME OR GENERAL NOTES NOTE: USE (1) BRACE AS SHOWN AT ALL HEADER COLUMN GIRT BRACES, USE (2) BRACES (ONE EA. tilliiiiiiiPli 2 X 6HOR1Z I 1 / 8 SIDE) AT PURUN BRACES. I ' 1. CONTRACTOR/OW TO VERIFY AND CONFIRM ALL CONDI71ONS AND (NOTCH ENDS TO _ DIMENSIONS AND NOTIFY ENGINEER REGARDING DSCREPENCIES PRIOR TO GIRT DEPTH IF (2) x 10 REQ' D) START OF WORK. SCREWS j I ~ I 2. DRAWING SCALES INDICATED ON PLANS ARE APPROXIMATE AND INTENDED i`'I i GI1lON OF BRACE STEEL STEEL FRAME � r� TO BE USED FOR REFERENCE ONLY. DO NOT SCALE DRAWINGS FOR CONSTRUCTION V @ GIRT BRACE 16d NA1L5 @ 16' O.C. / PURPOSES. / . PURUN OR GIRT STEEL FRAME OR COLUMN j I 3. CONCRETE STRENGTH: 2500 psi @ 28 DAYS \ 30 60° L7 X 1X.1 a9 ' I I TYP GIRT CLIP 4. REINFORCING STEEL SHALL CONFORM TO ASTM A -615, GRADE 60 FOR ; .. BRACE I I I I 2 X 2 X 1/8 X B• # 4 BARS AND LARGER, GRADE 40 FOR #3 BARS. WELDED WIRE MESH SHALL I CONFORM TO ASTM A-1 85 (70 ksi MIN. YIELD STRENGTH). T YP. AT COL EA END 2 X 4 GIRT WITH (8) #10 SCREWS 0 2 O.C. 5 . STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: 1/e r Lt X t X.109 BOLT � _ I TYP. GIRT PER BLDG. EA. WAY WIDE FLANGE AND CHANNEL SHAPES: ASTM A -36 ___I_ I / INFORMATION NOTES ANGLE SHAPES: ASTM A -36 (M H MIN. YIELD STRENGTH OF 42 ksi) TYP. GIRT /PURLIN BRACE DETAIL I I TUBE (TS) SHAPES: ASTM A -500, GRADE 'B', (Fy MIN. 46 Isi) NO E 6. ALL WELDING SHALL BE PERFORMED WITH E70-XX ELECTRODES BY LARGE DOOR FRAMIN DETAIL CERTIFIED WELDERS. 7. BOLTS SHALL CONFORM TO THE FOLLOWING STANDARDS: ANCHOR BOLTS: ASTM A -307 BUILDING FRAME BOLTS: ASTM A -307 INSTALL HARDENED WASHERS WHEREVER HOLE SEE EXCEEDS THE BOLT DIAMETER PLUS 1/1 6" INCH. SIZE WASHER TO COVER ENTIRE HOLE. 8. GRADE BEAMS, PIERS, AND SPREAD FOOTINGS SHALL BE POURED ONTO FIRM AND NATURAL SOIL WHICH IS FREE FROM ANY MATERIAL THAT WILL ENDWALL ADVERSELY AFFECT THE SOIL DESIGN BEARING PRESSURE REFERENCED ABOVE. 4' 2X6 D.F. #3 1/2' 01k A -307 (4) a10 SCREWS rYP 9. LUMBER SHALL BE DOUGLAS FIR -LARCH (NORTH) OF GRADE AND SIZE AS P.T. @ END X 6' A. B. -TYP I `` SPECIFIED IN ABOVE NOTES AND ON PLANS. @ 12'-0 O.C. MAX ' 1/8" : 1 _ 4 0 pp. 10. WOOD SCREW LOAD VALUES CONFORM TO U.B.C. TABLES 25-1 7-L AND -M. , . G t ,,, PREDRILL HOLES, IF NECESSARY, TO PREVENT SPLITTING OF WOOD. • 3/16" PLAT w #1 'W?" • ., 11. SHEET METAL SIDING AND ROOFING, IF USED, SHALL BE MIN. 30 GA. . MATERIAL. SEE MANUFACTURER'S LITERATURE FOR ALLOWABLE SPAN INFO. 2X4 D.F.x3 LOCATE A.B. @ MAX COLUMN oR 3 • ftie • - ` AND ATTACHMENT TO ALL SUPPORTING MEMBERS (MANUFACTURER IS P.T. @ SIDE OF I2• FROM EDGE FOR INSURING THAT PANEL AND ATTACHMENT WILL SUPPORT SIDEWALL I OF ALL OPENINGS / �, ORE.. THE ABOVE LISTED LOADS). (OR END OF BOARD) / Op, Y 3.. %C 12. SPECIAL INSPECTIONS SHALL BE PEFORMED AT OWNER'S EXPENSE AND TYP. PURLIN /GIRT CLIP DETAIL T•/y M LA IN ACCORDANCE WITH U.B.C. SEC. 306 FOR THE FOLLOWING ITEMS: TYP. SILL PLATE DETAIL 1) S I RUCTURAL WELDING • WEn STSEL �A! cS, it��. ASK4 Engineering, Inc. WEB .v ,_,_ .. 37395 R 15Ei ANE, ;OX 9 S N YD E R BUILDING 39084 Proctor Blvd. Suite 'C' :4-E 14 9 � 5 -0s-7 _ (503)558-3257 TIGARD OREGON S andy, O R 97055 TEE __= �s to —010 I SANDY, OR ;7o t���, (503) 668-6550 - :. � _ r __ -- Ni 84'-0". (SIDEWALL) . 11'-5" 12'-0" 12' -0" 12' -0" 12'-0" 12'-0" 1 1' -5" 7 ,, E 7" CLFRAME t FRAME FRAME CLFRAME CLFRAME tFRAME t FRAME It FRAME 0 1 TYP. X -BRACE En SEE 1 /S4 1 ,� X S 2 J J TYP. ; a 0 0 z , N AI v 1 TYP. @ . S 1 SLAB EDGE 1 °' S3 - ___ 1 p. 10 o X 8 0 3 � X 6 10 0 X 8 o OVERHEAD DOOR OVERHEAD DOORS 9' SHEAR PANEL DOORS ( T\TYPICAL FOUNDATION PLAN 1 PER SHEET 2 ' �" NO SCALE _ ���� P . /441 t N% ;1 ;,1 4Q 4 JRE., s y r )., , 'T7-7, MA , - . WEB 5 f CI I r INC. SALES, IN ASK4 Engineering, Inc. SW EB - LG 37396 R E:,; A E �JX SNYDER BUILDING 39084 Proctor Blvd. suite `C' = C -9 SANDY, OR 970E5-9377 TIGARD O RE S OR 97055 TE 12= F.O. � 5 to- oio (503) 558 -6550 � _ .. !l� =S ,, i i OF ROOF PURLINS USE SIMPSON CS 16 STRAP . • NOTE: SEE GENERAL NOTES (SHEET N1) STRAPS PER DET 2/2 ' TO STRAP CONTINUOUSLY FOR ROOF AND WALL PANEL INFO. (PER SHEET N1) ACROSS EDGE PURLINS, EDGE OF PLYWOOD BOTH SIDES. SHEAR PANEL i mai iii: �i / ;. „i � /'4�� :. // H illii. A+ is, % %;; ` ,,r ::< >.a ,. I I CS 16 CONTINUOUS .,' %:::<^,:..,,.:. - STRAP( S) % sra /a r_i,✓��sr�r ( 3) 8d NAILS IN S PURUN ;;;::.. T ,—, : �: ,„ A ) I EDGE PURUN W/ <,: Ry ;; EDGE P ' �ry AND (12) 8d NAILS p fix a� 5 �;.<R ✓;� ,;,,�.,.,,.. :1;4$'14 ( ILS IN DOOR JAMB. , ' � :nr:.: :; "::a I O.C. IN BETWEEN. STRAP 1_ -4-- ';∎;I:"V:14' %: ; :;sw r D 2 X BLOCKING NAIL AT 3" % ,.,,�; ,✓s�,7 ryY ''' � � >�” %' IS NA! PLYWOOD. DOOR %a�%;� >: y % " '� DBL GIR ABOVE LED TO OUTSI OF ii4.W. i UMBER OF STRr % ,rwi� xi v f SEE ELEV. 1 /2 FOR N / i <; �;f is . %G'?`:' ' �Y -H " 4:105 = NOTE PLYWOOD NOT SHOW WALL GIRTS SHADED AREA INDICATES EXTENT DOOR JAMB 18" MIN. FOR CLARITY. (PER SHEET N1) OF PLYWOOD SHEAR WALL t SHEAR WALL NOTES: SHEAR PANEL HOLDOWN, 1) USE 3/8" PLYWOOD CONFORMING TO ASTM STD. 25 -9. NAILS T(P. (2) PLACES PER TYPE TO BE 'COMMON' OR GALVANIZED 'BOX'. DETAIL 2/S1 2) TRIM 1 /2" MAX OFF OF OUTSIDE FACE OF GIRTS TO RECESS PLYWOOD @ SHADED AREA SHEAR PANEL EDGE STRAPPING 3) AT SHADED AREAS, INSTALL 6d NAILS @ 6" O.C. @ BLOCKED PANEL N.T.S. EDGES, 12" O.C. ELSEWHERE. 4) HOLDOWN STRAPS TO BE INSTALLED ON EXTERIOR SIDE OF WALL SEE DETAIL 2/S1 FOR ADDITIONAL HOLDOWN INFORMATION. 0 SIDEWALL EXTERIOR ELEVATION % #14 Wit, e a* .ii.A JR!.... �T� Ni. L ' WEa STEL! SA! S, INC. ASK4 engineering, Inc. 1„..c.- � 3 395 R;,5_ ANE, 3bX S N YD E R BUILDING 3 9084 Proctor Blvd. Suite `C' :A C--7. I4 - � S �. L SANDY, OR 9;_0E5_ -93:7 TIGARD. OREGON Sandy OR 97055 TEE ,� NJ. �,� 1 o -01 ;503) 555-3257 1 - (503) 668 -6550 z1- 0! r ,,' :,�_ . ... - -= sr te- S, . - Z F • • k 14' -8 1 /2" 1'-8 1/2" 2' -O" typ• 14' -1 7/8" 3 12 NW 2 2 � B + B S 3 2 1 2 PEAK o '" 1 D D B q B A F---- ^ r 1 AL 1 � _ EAVE I ' / . ., A `A SYMMETRICAL �� .0 ��AM�� ►� WALL GIRTS (PER SHEET / ,� S SHEET Ni ABOUT N1)SIDING NOT SHOWN l \' % J A l • FOR PURUN FOR CLARITY. n , O Z BRACE ■ NOTES N N 1.L'SE BUILT UP C SECTION AT INNER LEGS AT OPENINGS 1 Z WHERE GIRT BRACES ARE NOT POSSIBLE AND AT `" _ OUTER LEGS WHERE SIDING WIDTH IS LESS THAN 2'-0 ". T.O. USE SAME SIZE ANGLE AS LEG MEMBER (SEE 3/S4 ). CONCRETE 1 2. FOR WELDING REQUIREMENTS, SEE SHEETS S3 & S4. 1 0 3. TOTAL LOAD = 28.5 PSF, WIND LOAD = 90 MPH, 'B' EXP. A R Ni 4. FRAME SPACING = 12' -0" S 2} BRACE 5. TOTAL FRAME WEIGHT = 356 LBS. A KEY 0 y —A---- A UPPER CHORD..L2X2X.1875 ENDWALL INTERIOR ELEVATION iv 1 LOWER CHORD..125 INNER LEG..L2X2X.182X.1875 1 S 3 OUTER LEG..L2X2X.1875 r cN V A..L1XIX.109 B..L1.5X1.5X.130 C..L2X2X.12 5 D.. L2X2X.18 7 5 E..L2X2X.25 .0Q I irliirZ8 - ?v- .11(49 0 FRAME HALF vop ■ NO SCALE o -74 y 3, � ' 0 ;, 7-H _ = `V , ' ` WEB STEEL SALES, INC. FRAME HALF ASK4 Engineering, Inc. WEB By LC 37396 Rl1BEN LANE, BOX 9 39084 Proctor BML State 'r' DATE G - ! 4- q SANDY, OR 97055 -9377 Sandy, OR 97055 ! JOB N0. 9510-07o (503) 668 -3267 (503) 6668 -5550 3JILDINES ADANA W°5 E1sx ,,N . SHT 7 OF ID ( 1) - gS CONTINUOUS TOP AND BOTTOM OF FOOTING AT SIDEWALLS CONCRETE SLAB (1) - n4 CONTINUOUS TOP AND BOTTOM OF FOOTING AT ENDWALS UNDISTURBED GROUND SURFACE 6 X 6 - W1.4 X W1.4 WELDED WIRE MESH – LAP SPLICE 6" MIN. A A ------A— VARIES lif x x x 4 — _ x „ 3 A U =111 1 /2" �, NOTE SEE DRAWING i /Z / er—lim FOR SHEAR PANEL MATERIAL • Z • INFORMATION. • N z NOTE: 2 X z 1. THICKEN CONCRETE AS REQUIRED TO DOOR JAMB - 4 X JAMB STUD PROVIDE 3" MIN. OF CONCRETE COVER D00R : _ 'SIMPSON' •?•NO ON ALL ANCHOR BOLTS AND REINFORCING r• AT SURFACES IN CONTACT WITH SOIL OPENING HOEDOWN STRAP (INSTALL PER MANUFACTURER'S 2. DEPTH OF FOOTNG BELOW SURFACE SHOWN DIRECTIONS) 8 „ IS THE MINIMUM REQUIRED DEPTH FOR FOUNDATION STRUCTURAL RESISTANCE TO LATERAL P.T. SILL PLATE WITH 1 /2" DIAM. LOADING ONLY. F WITH LOCAL BLDG. ANCHOR BOLTS @ 3' - 0" O.C. MAX. DEPARTMENT FOR R FROST LINE REQTS. \ , (3n MIN. 9 EDGE OF SLAB DETAIL NO SCALE - J 0 SHEAR WALL HOLDOWN DETAIL *, SHEAR ➢AIFc.L STRAP H.D. NO SCALE :::::1/111117•1611 ` 1'4 !30 • . ' M M. L� WEB STEEL SALES, INC. 5WEB 3Y LC ASK4 Engineering, Inc. fnc 37395 � , � , BOX 9 BUILDING DETAIL 39084 Proctor Btvd. Suite 'V DATE G -14 - 9 G SANDY, OR 97055-9377 Sandy, OR 97055 5141 E JOB NO. 10 -070 (503) 558 -3257 (503) 668 - 6550 3UlL 0lN:; Si-T S7 OF 4 Or WmS�? SA M,t� — • ENDWALL COLUMN L3 X 2 X 3/1 6 X 5" LONG 111r) O 2 X 6 P.T. SILL PLATE (CANTILEVER @DOOR 4• 'O _ o i Atli - - i • 2 X 6 FASCIA ( 3) #14X1 1/2" , I (3) #14 X 2 1/2 LONG LONG LAG SCREWS- r-- LAG SCREWS EQUALLY (3) #14 X 2 1 /2" EACH MEMBER SPACED - EA SIDE LONG LAG SCREWS - ENDWALL COLUMN: EACH MEMBER H L3X2X3/16 (3) 2 X 6 DF -L # f I X 5" LONG - TYP NAILED W/ 16d NAILS ! FRAME @ 6" OC STAGGERED 1 ENDWALL COLUMN BASE DETAIL PLAN VIEW STEEL FRAME S2 ENDWALL CLOUMN L3 X 2 X 3/16 X 5" LONG HOR _ , OS OF FASCIA 2 GIRT PER SHEET N1 2 X 6 FASCIA r^ @ I N ITION T ERMEADIATE I O � 7 O POSITION OF FASCIA O C a d .------- @CENTER ( 3 ) #14 X2 1/2" LONG SIMPSON A34 FRAMING b ` ANC LAG SCREWS EQUALLY ANCHOR W /8 -8d NAILS SPACED -EA. SIDE 1 (3 ): X 1 1/2" ( _ S / - 2 LA ( G 3) #1 X 1 S 1/2" LONG G 1/2" DIA. A -307 A.H. CREW EQU LONG LAG SCREWS - EACH MEMBER EMBEDDED 4" MIN. SPACED - EA SIDE 7- SILL PLATE PURLINS PER - L-1...._/rOr y((( SHEET N1 ENDWALL COLUMN I t i ' I I II �• ' _ ENDWALL COLUMN TO FASCIA CONN. gx3' D � r ili F 1 b 389 , w CONCRETE 6" MAX. I 6" MAX. 0 FOUNDATION S l+ ORE, COLUMN / GIRT CONN. DETAIL �,o �� " ,s WEB STEEL SALES, INC. ASK4 Engineering, Inc. 5 W EB1 BUILDING DETAtL DATE G - 14 - 4 15 SANDY, OR 97055 -9377 Sandy, OR 97055 iTEEA, JOE NO. 96/ (7 - 0 70 (503) 568 -3267 (503) 668 -6550 BUILDINSS SHT S2 OF A enesoN OF WES STEEL SALE, PC. • SEE SHEET NI FOR GIRT • AND GIRT CUP INFORMATION ..--,-- 4 " ------- T f----1-1- 7 7 EDGE PLJRUN 5/8" DIAM TYP. @ INNER A -307 BOLTS 1 / 8 1/ & OUTER LEGS . 't — A 4. 1 BUILDING FRAME 1. (SEE DET. 1 /2) TOP CHORD SIDING —� PT, 'C' MATERIAL L2X2X1/4 A V - -' - _' � A CENTER ON ' ' ' N i -I @ -��" `�� CEN i cR ON ENID CONCRETE PT 'B' & PT 'C' FOUNDATION r Xl�ND 6" MIN. BEYOND N�XT ' n AUGN EDGE----..... W/ PT. 'A' D{AGONAL LOCATION. LAP r j ► i (SEE SHEET Si) SPLICE 6" MIN. WITH 1 /8" rh 1n PT. 'A' FILLET WED ALONG (2) EID DS. r r (2 1/2" /2" DIA m L2 X .I.1 _ ` BOLT BOLT ) I 2 X 1 /4 ANCHOR BOLTS Typ. ALL I . s ic (EMBED 4" MIN. MEMBERS V PT. 'B' __� N 5 1 /2" 1 6 " INTO CONCRETE) 1 /8 6" MIN 3/1 V 6" ^� TOTAL 't TYP @ BOTH .--_,__dv_.__ SILL PLATE AND BOLTS E ALIGN GE CHORDS (SEE N1) GIRT AT THIS W/ PT. • 1 /8 V 6" LOCATION NOT li NOTES: L2 2 X 1 /4 SHOWN FOR CLARITY SEE 2/S4 FOR ADD - BASE fTIONAL WELD INFO. FRAME PEAK DETAIL 1/2" DIA A -307 AUGN EDGE CENTER A.B. EMBEDDED A W/ F 'A' ON PT.'' USE 5/8" DIA. A -307 MIN. OF 4" AND FRAME & SPACED @ 6' - 0". JJ BOLTS 1 0 BOLTS @ LOCATIONS 2 '1 6" 2 " ( .. >. SHOWN. 2X4 SILL PLATE K (SEE Ni) 1 0" j :�`� © FRAME EAVE DETAIL G 1 , ,r s F _ SECTION A -A ® ' w 1�1 -4 oF_Es,...),... FRAME BASE DETAIL "S'$‘-. -1, 30...i 1 .N NO SCALE ' H m. , ' WEB STEEL SALES, INC. BUILDING DETAIL ASK4 Engineering, inc. 5W BY Lc 37395 RUBE! LANE, BOX 9 39084 Proctor Blvd. Sulte'C' TEE DATE —14 -g5 SANDY, OR 97055-9.'377 Sandy, OR 97055 _ UDB ND. 9 S 1 0 o D (503) 668 -3257 (503) 668 -6550 BUILDINDS j A nry 7 � S� SALES, PC. �'� OF . . NOTE: CUP CORNER OF WEB LIN 1 " PUR NOTE: MEMBER AS REQ'D TO > • 1. TIGHTEN STRAPS AS TIGHT AS POSSIBLE BY ATTAIN SPECIFIED WELD. I C V HAND BY ATTACHING ONE END FIRST AND THEN ANGLING A SCREW INTO THE OTHER END, THEREBY - \ / ��� � � � PULLING THE STRAP TIGHT. IF THE STRAP IS NOT STIFFENER PROPERLY TENSIONED THE BUILDING MAY EXPERIENCE - - ' \ I (SEE FRAME II EXCESSIVE MOVEMENT. t_ DRWG.) 2. ATTACH AT BASE OF COLUMNS IN SIMILAR MANNER / I i / \ g V 2-1 2 r- A . • y 6" A ✓ B ✓ A 2 -12 BLDG, FRAME `r TOP OF FRAME (OR ' COLUMN @ SIM. CONDITION) C FRAME MEMBER • 1 FRAME JOINT AT 2- MEMBER CONN_ y ( CHORD STIFFENER WELDING $4 ) NO SCALE yy , ACME 1-1/4 HIGH TENSILE C I/ '- L; STEEL STRAPPING W/ 3/4" STAGGERED HOLE SPACING \ WELDING REQ'TS. STIFFENER NOTES: H. CONNECTED TO FRAME W/ 3 EA ELCO DRILL -FLEX #12 SELF \ 1. C`NTERUNES OF WEB MEMBERS TAPPING SCREWS. SHALL ALIGN AT COMMON PT. 1. WELD LEG SIZE TO MATCH ) r / AS SHOWN. STIFFENER THICKNESS. �'� 2. FILLET WELD LEG SIZE TO MATCH 0 ' \ l / WEB MEMBER THICKNESS. 2. TOTAL WELD LENGTH AT 3. TOTAL WELD LENGTH HI AT THE ENDS IS THE SAME AS . • • ' EA. END NEED NOT EXCEED: WELDING REPTS NOTE 3. / CHORD L 1 X ] 3" *L 1.5 X 1.5 5" 3. WELD "B" ONLY REQUIRED B / "L 2 X Z - -6 1/2" WHEN S IFFENER IS A 4. OF SPECIFIED WELD LENGTH, L4 X 4. TACK WELD AT OTHER X- BRACING CONNECTION DETAIL FRAME JOINT AT 3- MEMBER CONN. MAC- WELD "A" FIRS (1 1/2" ANGLEzEs. MIN. TYP. -1" 0 L 1 X 1), S 4� WELD "B" SECOND, THEN 4. EXTEND STIFFENER BEYOND BYOND s s ` WELD "C". PANEL POINT SUCH THAT g w . I' 5. WELD ON BACK IF MIN. NOT 1/2 THE SPECIFIED WELD 6,V G 1 N �/ r POSSIBLE ON FRONT. IS PAST THE PANEL POINT 4.," �d38� ' 2 FRAME WELD CONNECTION . 0 ...uN 4, gY30, , � i 4 's $.T M. ‘OX' • WEB STEEL SALES, INC. ASK4 Engineering, Inc. WEB BY 37396 RU8EN LANE, BOX BUILDING DETAIL 39084 Proctor Blvd. Suite IC" DATE (-) - I4 95 SANDY, OR 9705 -9377 Sandy, OR 97055 JOB NO. R S t o - 01 o (503) 668 -3267 (503) 668-6550 BUILDINGS � Si-1T S4 OF SALES, A ONG: 10F WEB SIM 7, C. "From : SAS Building Services, Inc PHONE No. : 624 6005 Jan.04 1994 11:21AM PO4 i fi r/ . � " 4- — 1�.;� _ ••••„..• � .4 f % ..... ,..... :... .4, N. Cp 'C. - ..: ilo.s ....s% , ' 4 :1 ' 7 . __:: CO jo or c4. -.-; . Cj o iek___ .N... / 1f .... N. fr.a../., N. t 1 Ot a y` (r y j o O 1 z e ith 4: iS c Nt el v. ■ X ." t iff 4.i j tig) 'it's% el -s ,--' .>' :: 7;‘r; if6P !.: 4' 0 ! '% r ..... am. liir N ■ � 4. -17 s, L e % ` � � I, / ( if (if O M. 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I ::: I I . • ::::: ::: • PLAN CHECK FEES LIST PLAN CHECK# 6- 77 /Z PERMIT# DATE / - / ADDRESS 97470 Sw 777 eft- TAX /MAP /LOT ,2S lot 13A - '>So I SUBDIVISION LOT # LAND USE VALUALATION 1.5 ✓:r SETBACK FRONT REAR LEFT RIGHT 7 WORK CLASS lJ r'� HEIGHT /J TOTAL AREA S USE TYPE yY) 7 FLOOR LOAD 50 1st FLOOR CONST TYPE .3 HEAT TYPE 2nd FLOOR OCCUP GROUP f 3 D /UNITS / 3rd FLOOR OCCUP LOAD BED ROOM BASEMENT STORIES BATHS GARAGE PERMIT # DESCRIPTION AMOUNT AMOUNT PD BAL DUE BUILING PERMIT FEES /70.5 / 70.S v PLUMB PERMIT FEESg D• jpv✓ 30,c1 MECH PERMIT FEES STATES BUILD TAX BUILDING !C? PLUMBING /, j» MECHIANICAL_ PLAN CHECK FEES //VI] j/0 , rj BUILDING /j i. ,y3 PLUMBING MECHIANCAL SEWER CONNECTION FEE SEWER INSPECTION FEE PARKS RESIDENTIAL TIF MASS TRANSIT WATER QUALITY WATER QUANTITY EROSION CNTRL PERMIT „2_1( 4 EROSION PLAN CK USA Y-11 . EROSION PLAN CK COT yr• TOTALS : - /10Ae- 3