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TYPICAL TYPICAL c� �- � w 3 A-FRAME ASSEMBLY 3 w w ; N W►-N V) Z W N I 2 TYP. — — -- O z J Wm� .►- ~��W9 I — — -- _ — — -- — 3 45' a JE ~a � ��W SAFETY 0 �' 1lI� H J � LINE I / \ ~o a x / SAFETYa SA.F ETY z \ K LINE \- LINE I 40" I 1 / -==a. �'�17 X` Qq z W I 1( 40" Q �2�� zU~�I-� WNWyWy�� it SHADED PORT;ONS _` 4O I I-- �+ W I SHADED PORTIONS �~ ��I �= r W�'H IMEMO I I INDICATE FLAT AREAS O INDICATE FLAT AREAS a28 Is (� N �UI�Z SHADED PORTIONS � / ►- INDICATE FLAT AREAS ` .� ! jl;!� W __ 1 INIC WWU L L x I_: ~ Zpyy� �mO $ � c� LENGTH WIDTH DEPTH 13 �- x — `� Z o ;3 s{�+aZz1Nio�0 v 60 30' g 3 TYPICAL ui < y o -i 3 TYPICAL N N - _ N� c o 0 / 13 �� v' � 148' 24' 8' Q � c� 3 TYPICAL N Nips ►-� �N-= c `v °O p '{` 40' 20' 8' (MODEL SHOWN) U iv FU ;,, m uj N oo v I .- 36' 18' 8' 9 40 16' 8' ul 34' 16' 8' LENGTH WIDTH DEPTH LENGT;-i JvIDTH DEPTH zCN _ I 32 16' 8' 44'-6" 20'-6" 8' 36'-4" 17'-11 ya" 8' W 24' 14' 28' '4' 6' * 40'-6" 18'-6" 8' (MODEL SHOWN) * 31'-4" 15'-10" 8' (MODEL SHOWN) O W M 6' 35'-6" 16'-6" 8' V :4 t cp 24' 12' 6' 32'-6" 16'-6" 8' I N C' Z M W N c RECTANGLE GR W In • ca � o x ECIAN ROMAN END z 0 Vz LL. � o Z OI F :-I: m QLLJ C) 00 8'-0" MAX. 1 ,'PICAL 8'-0" (vIAX. 0� CDo 8 -0 MAX. TYPICAL Q z n r M / -FRAME ASSEMBLY4 TYPICAL i A.-FRAME AS�FN'RI Yx(Em01 : 3 A-FRAME ASSEMBLY .. 1p M — — — I 4 TYPICAL — TYPICAL /\I-i- ; / a SAFETY SAFETY SAFETY LINE 1 E Y 1 LINE \ 0 TYPICAL LINE \ I I 3 m � I 40„ a 40 40 z �, a) V)SHADED PORTIONS I I SHADED PORTIONS O INDICATE FLAT AREAS- I f IN[ CATE FLAT AREAS % SHADED PORTIONS I W / 0 INDICATE FLAT AREAS 0 CL z 0 TYPICAL In _l p TYPICAO > L O -ja7M � � Ge J p TYPICAL p c� 13 C, J J r z V N Z V 3 a p 3 TYPICAL �ti V. OO Q N N °° o w 3 0 W o z UN � Q LENGTH WIDTH DEPTH LENGTH WIDTH DEPTH LENGTH TH ~ O O z WIDTH A WIDTH B DEPTH 0 Cp Q W Q * 40' 20' 8' (MODEL SHOWN) * 40' 20' 8' (MODEL SHOWN) * 36'-117/6' 20'-0" 16'-0" 8' (MODEL SHOWN) 3 O C-4 2 ~ F-- 35' 17' 8' 36' 18' 8' 36'-0" 16'-0" 12'-0" 6'-6" A,IJ V) N ~ (A 0 32' 16' 8' 32' 16' 8' l 28' 12' 8' REVISIONS -4 DATE BY RADIUSL___ RECTANGLE 0 VvEd. oy d �t,'o�t�ap A K I I_, N ra��y ,K a -- PP dro C v+cot\ Q SAFETY LM ADDL DRAMS, 50g � NOTES. 10-03-.98 �' NOTE: � RLU�sss'. DRAWN' 1. SEE DRAWING 2 OF 3 FOR ADDITIONAL PLANS AN OP P FOR GES ERAL NOTES. CHECKED: MFR 2. SEE DRikWING 3 OF 3 FOR STANDARD DETAILS, DATE: 04-03-96 JOB NO.: 95699-2 REF.: 5020-01 OF 3 NOTICE: IF THE PRINT OR TYPE ON ANY r i I ( I 11 1 !_�rjIIIjII I I I � I IIIIIIiIlIIIIIIlifIfITT' fffIMAGE IS NOT AS CLEAR AS THIS NOTICE, P_ _� —� _.4L_ I I g IT IS DUE TO THE QUALITY OF TNF ORIGINAL DOCUMENT s 8Z 8Z LZ 9Z Z i'Z s Z I tZ Z et 1•►I II►IIIIII IIIIIIIII 111111111 IIIIIIIII 1111lII►1 ��Illll llll(Illl i►ILlllll l lltl Ill 1111i 1111111111111111118F1111111f � L1111"I'll 1I i11I ILt llll[ItIt T �8IL 9 4 I� I I�I�I.I u 1 I I LI 1 1 11 llll 1�1�1�111 LENGTH LENGTH m a ow 10 8' MAX. 8 _011MAX 19'-3 3/4" i10 ���r. .. O CL 'U ` r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - — — - - - - -� � � - - - - - - - - - - - - - -- - - - - - -- - - - -- - - - - - - - - - - - - � ` - - - - - - - - - -� z h 4. SAFETY odr LINE I W J N JWyrjy{�g'Jy SAFETY TY I I sI NN O < W- - ,1> r m k I I IxI ►�-v gwb SHADED PORTIONS Q .J YPICAIy �y`i3 rv�pII �, IIiI F IiII\ IiI p a INDICATE FLAT AREAS -2 -2r--WIDE x a8 4' 8" THICK CONT. m�y g "sSHADED PORTIONS i CONC. COLLAR z 1-- 1- INDICATE INDICATE FLAT AREAS co a06U. _j 40 �f- x4uyf gvf;-r � 40 W 0Z U- C \ I SHADED PORTIONS \ / NOTE: w r gc7i �oQSWW \ I INDICATE FLAT AREAS \ / ALL POOL PANELS 8' LONv r. � - r p �5 L_ - - - - - - - - — — — — — — — — — — — — — — — — I \� � - - — - - - - - - - - - - - - - - - - - I \\ // NO DIVING CLa xy� s'^ ruri= x hoc I �' I \ / � r ���19i6g D _ H W_ o I W 3 I \ - - - - - - - ---/ 45- 13 I p U 13 I � — (13 45' s " 3 TYPICAL I I a " 3 TYPICAL 3 i I TYP. m H � v�J � v 3 I i .��' W a .� yy V'W V rN � U 3 ICV COU IUW u r I I OCTAGON ] I I _ <�• r y O w 0'' W yperc��~_y~`m�prm 1se` yZga lW oho r W 90• , I I IMPORTANT NOTES - PLEASE READ r JQ � CL 0 TYP. 3 I 4 / GENERAL NOTES 3 1, ALL POOLS ARE NATIONAL SPA AND POOL INSTITUTE TYPE II RESIDENTIAL USE — / UNLESS OTHERWISE NOTED ON THE POOL PLAN. ONLY TYPE II EQUIPMENT SHALL e4 - - - - --• - - - - �- - - - - — J - - - - - - -- - BE USED. W 2. FINISHED DECK SHALL SLOPE AWAY FROM COPING AT A RATE NOT LESS THAN 1/4" Q WIDTH "B" WIDTH "B" H E FOOT. 3. THE POOL HAS NOT BEEN DESIGNED FOR SURCHARGE LOADING. U � M � 4. ALL COMPONENTS ARE FABRICATED OF STEEL CONFORMING TO ASTM A-529, Z N N FY = 42,000 PSI. THE PANELS ARE GALVANIZED WITH A G-165 OR A-235 — W ' f` LENGTH WID fH WIDTH "A" WIDTH "B" DEPTH LENGTH WIDTH WIDTH A WIDTH B DEPTH = to COATING, DEPENDING ON POOL PURCHASED. OTHER COMPONENTS ARE GALVANIZED � q � 45'-0" 36'-0" 20'-0" 16'-0" 8' MODEL SHOWN) 45'-0" 36'-0" 20'-0" 16'-0" 8' (MODEL SHOWN) WITH A G-90 COATING CONFORMING TO ASTM A-525. ALL BOLTS, NUTS AND W • O X , ( WASHERS SHALL BE SAE GRADE 2/ ASTM A-307ZINC PLATED. 39'-0" 28'-0" 18'-0" 14'-0" 8' 39'-0" 28'-0" 18'-0" 14'-0" 8' — Q 5. CONCRETE FOR COLLAR FOOTING AND DECK SLAB SHALL HAVE MIN. COMPRESSIVE Z � Z 37'-O" 24'-0" 16'-0" 12'-0" 8' 37'-0" 24'-0" 16'-0" 12'-0" 8' STRENGTH OF 2500 PSI AT 28 DAYS. DECK SLAB SHALL HAVE A NON-SLIP BROOM U a FINISH. REINFORCING BARS TO BE ASTM GRADE 40 OR HIGHER DEFORMED BAR,. Z N LAP SPLICE BARS 24" MIN. ® UJ • q cp I 6. STEEL WALL PANELS MANUFACTURED BY CARDINAL SYSTEMS, INC., 269 SO. ROUTE 61, l+.Q = --- L SCHUYIKILL HAVEN, PA., 17972. NO SUBSTITUTION SHALL BE PERMITTED WITHOUT Da rj O TRUE L 4 RADIUS TRUE I PRIOR APPROVAL, IN WRITHING, FROM BRADFORD CONRAD CROW ENGINEERING CO. <O 0 AND SCUTH CEiJTRAL POOL SUPPLY. COU U 7. NOTE: THIS IS A "STANDARD" SET OF DRAWINGS INTENDED FOR USE ,AT VARIOUS i^ PROJECT SITES. THEY HAVE NOT BEEN CUSTOMIZED FOR ANY SPECIFIC SITE. p LENGTH IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT THE SITE u) CONDITIONS MEET THE MINIMUM CRITERION ESTABLISHED IN THESE NOTES AND 14 LENGTH 2 2 30' DRAWINGS. AS PART OF THE COPYRIGHT RESTRICTIONS, A WET INK STAMP AND = 3 30' 8'-0" MAX. 3 SIGNATURE IS REQUIRED TO VALIDATE THE LSE OF THE PLANS, BUT DOES NOT a. INDICATE SITE SPECIFIC ENGINEERING. PHOTO COPYING OF THESE PLANS IS 8' MAX. STRICTLY FORBIDDEN. 8. FROM TIME TO TIME, THE MANUFACTURER MIGHT MAKE MODIFICATIONS TO THE PRODUCT " WITHOUT THE ENGINEERS KNOWLEDGE. IT IS THE CONTRACTORS RESPONSIBILITY TO i 17— - - - - - - - - - - -" - - - - - - - - - - '- - - - - - - - - - � "6• - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - e" TO COMPARE THE PRODUCT RECEIVED WITH THESE PLANS. THE ENGINEER MUST BE \IN, // \ NOTIFIED OF ANY VARIATIONS OR DISCREPANCIES BETWEEN THE PRCDUCT RECEIVED AND WHAT IS SHOWN ON THESE PLANS. 9. THE ENGINEERING PROVIDED FOR THESE POOLS BY BRADFORD CONRAD CROW ENGINEER- IN \\ ING IS RELATED TO STRUCTURAL ISSUES ONLY. NON-STRUCTURAL ISSUES HAVE NOT \ \ BEEN ADDRESSED AND THEREFORE BRADFORD CONRAD CROW ENGINEERING ASSUMES SAFETY \ I SAFETY \ NO RESPONSIBILITY FOR NON-STRUCTURAL ISSUES AND MAKES NO CLAIM THAT THE V) LINE \ LINE " \ PRODUCT IS SAFE OR SUITABLE FOR THE INTENDED USE. Z \ 0\' I \ 10. IT IS THE CONTRACTORS RESPONSIBILITY TO MEET ALL LOCAL, STATE AND FEDERAL N / I 1 REGULATIONS AND TO COMPLY WILL ALL REQUIREMENTS OF THE NATIONAL SPA AND Lai / I POOL INSTITUTE SPECIFICATIONS. 11. THE ENGINEERING PROVIDED HEREIN ASSUMES THAT THE PRODUCT IS UNDAMAGED, p NEITHER DURING CONSTRUCTION NOR DURING USE. DAMAGE AND/OR CORROSION WILL J " / I SHADED PORTIONS x 'o REDUCE THE STRENGTH OF THE STRUCTURE AND MUST BE REPAIRED OR REPLACED AS Q IZ 40 / I INDICATE FLAT AREAS 40 /� NECESSARY TO ENSURE THE INTEGRITY OF THE POOL. Z SHADED PORTIONS / I 12. THE POOL STRUCTURAL DESIGN HAS BEEN BASED UPON THE 1997 UNIFORM BUILDING INDICATE FLAT AREAS I // CODE. N J Q INSTALLATION NOTES - I C) CD N 1. THE BASIS DESIGN OF THE POOL IS PREDICATED ON A TYPICAL INSTALLATION 10' NV) BEING IN SOIL NOT CONTAINING ORGANIC CLAYS, HUMUS SOIL OR HIGHLY J J J r'.. Z EXPANSIVE SOILS. SEE FOUNDATION NOTES BELOW. O < Q / O 2. INSTALL_ AN 8" THICK CONCRETE COLLAR AT THE BASE OF THE OVER EXCAVATION CL F- W CL AREA AROUND THE FULL PERIMETER OF THE POOL. SEE DETAIL 13 ON SHEET 3. Z LLJ 3 O u Q L - - - - - - - - - - - - - - - - - - - - - - - - - - - / � - - - - - - - - — - - - - - - - - -- - - 3. BACKFILL WITH SAND, GRAVEL OR NATIVE SOILS, PROVIDING THE NATIVE SOILS DO NOT p x � � / x 5 / CONTAIN ORGANIC CLAYS, HUMUS OR HIGHLY EXPANSIVE SOILS. BACKFILL IN LAYERS z U D Q p i 3 5 \ \ / o 13 �� / 6" TO 8" THICK. EACH LAYER SHALL BE PUDDLED AND CAREFULLY TAMPED TO = p Q Q # TYPICAL 3 \ / TYPICAL 3 — ELIMINATE VOIDS. FILL POOL WITH WATER DURING BACKFILLING. WATER LEVEL MUST �_ _ Q W ZQ v 6 3 \\ v5 3 NOT DIFFER FROM BACKFIELD BY MORE THAN ONE FOOT. 3 O N LD ~ I— _ N v N � 4 4. SURROUNDING GRADE SHALL BE 4" LOWER THAN TOP OF POOL V) V) r- F- V) V) N00UfV000 TYP. LENGTH "A" 90, 3 LENGTH "A" FOUNDATION NOTES REVISIONS 1, SOIL PRESSURE DOES NOT EXCEED 1000 PSF. 2. BACKFILLED EQUIVALENT FLUID DENSITY ASSUMED TO BE 40 PCF. DATE BY 3. SOILS BEARING UNDER FOOTINGS SHALL BE THE FOLLOWING "CLASS OF MATERIALS" LENGTH WIDTH LENGTH "A" LENGTH "B" DEPTH LENGTH WIDTH LENGTH "A" LENGTH "B" DEPTH DIVING PER UBC TABLE 18- 1 -A: SAFE BRSE MAX D SPACING &�t REVISED RLU * 34-0 20'-0" 28'-0" 14'-0" 8' (MODEL SHOWN) 34-0 ' 20'-0" 28'-0" 14'-0" 8' YES (MODEL SHOWN) A) F,RM UNDISTURBED CLASS 1, 2, 3 OR 4, OR; NOTES. 10-o3-seBEARING SOILS 29'-0" 16'-0" 24'-0" 13'-0" 8' 29'-0" 16'-0" 24'-0" 13'-0" 8' YES B) IF CLASS 5 SOILS EXIST ON SITE, OVER EXCAVATE 18 INCHES MINIMUM TO FIRM Rau OAR -S NATURAL UNDISTURBED SOILS AND BACKFILLEC WITH 18 INCHES OF 3/4"(-) OR BACKFI L MATERIAL 1 1/2"(-) CRUSHED ROCK COMPACTED WITH VIBRATORY PLATE IN 4" MAX. LIFTS. 1 09-01-96 ;��� GRAVEL FILL MUST EXTEND 18 INCHES, OR DEPTH OF GRAVEL FILL, MINIMUM DRAWN' RLU BEYOND EACH EDGE OF FOOTING. THE GRAVEL FILL MAY BE SLOPED AT 1: 1 FROM EDGE OF FOOTING, IF THE EDGE IS WELL COMPACTED, CHECKED: MFR LAZY -- L LA Z Y L 4. WALLS MUST BE BACKFILLED TO WITHIN 4 INCHES OF TOP OF WALL ON ALL SIDES. DATE: 04-03-96 -- -- 5. BACKFILL MUST BE APPROXIMA?ELY LEVEL FOR 7 FEET MINIMUM BEHIND FACE OF JOB NO.: 95699-2 WALL BEFORE SLOPING UP OR DOWN OR STEPPING WITH RETAINING WALLS. 6, ADJACENT SLOPES MUST BE IN ACCORDANCE WITH UBC CHAPTER 18 REQUIREMENTS REF.: 5020-01 OR ENGINEERED TO PREVENT ADDITIONAL PRESSURE FROM BEING APPLIED TO THE NO1 WALLS OF THE POOL. 1. SEE DRAWING 1 OF 3 FOR ADDITION PLANS. 7. ADJACENT FOUNDATIONS MUST BE PLACED BELOW THE ELEVATION OF A LINE 2. SEE DRAWING 3 OF 3 FOR TYPICAL DETAILS. PROJECTING FROM THE BACK EDGE OF THE POOL FOOTING AT A 1: 3 SLOPE AS OF 3 SHOWN IN DETAIL 15 ON SHEET 3. Jill IIIIIIIIIIIII` LII_IL�IIIINOTICE: IF THE PRINT ORTYPL -ON ANY I I T I1IIILfTl 4 f�f1I1(fLI�I�l11)IIIIIIIIII�IIIlllll�l((IIIIIIIIIIIII III(II III�Ilill I� IIf l�lllll IIjl�OIMAGE IS NOT AS CLEAR AS THIS NOTICE, FTIrgjI �ll�l Illllllltllll�llllll I I /�Z M c ��C� IT IS DUE TO THE QUALITY OF THE No.36 i ORIGINAL DOCUMENT 8 S 8G LfC e$ Z �►1G S Isii tL >� 8t 8i Lt 9t 4t 1►T St Lt tt t II8 8 L 9 4 6 S Talus Illulll III�II�. Illl�llll IIII�I�III�IIII ��������� IIII�IIII illi�llll IIII�IIII IIII�IIII IIII�IIII Illl�llll hllllll ull�lul u.11�. 111�I11�1�11 - iY►J�Iw:iA�llilrl�l.`t41r/:+�i1�1�.�.r f X44 r --"A FRAME" BRACE - SEE 1 nD a I a- YPICAL EA. PANEL ENO, "A FRAME" 14 GA. GALVANIZED 4 0 MB 0 ALL HOLES �- BRACE -5tE 13 TYPICAL EA. PANEL END N 1'-0" AT INSIDE ROW. AT SINSIDE MB ROW. HOLES STEEL WALL PANEL. / \ N TYPICAL EA. PANEL END 14 GA. GALVANIZED / 1� GA. GALVANIZED 8 1/2" --- L 1 Vs"x1 3,b"x14 GA ANGLE W STEEL CORNER PIECE X 14 GA. GALVANIZED V) STEEL CORNER PIECE n� STEEL WALL PANEI w 1 ti x m 1Qb w Z ~W5.�Ic; 14 GA. GALVANIZED -Ve"0 x 1" MB 0 ALL HOLES. - uj ------ STEEL WALL PANEL. ,' .' ,"' - � ` � � �~ � ~ r ►- 3 S W 'cn- 'w V55 Ll - -- TYPICAL EA PANEL END I , I � < �m `���gm9> -- - --� ---- �� Z O� J W ro r-j a Vwwi A FRAME BRACE '13 ,� "� x 1" MB ® EVERY o 14 GA. GALVANIZED _ SEE OTHER HOLE (STAGGERED) �j �' p Q >-Su,4 it '�os �ui � a 14 GA. GALVANIZED STEEL CORNER PIECE w -- - f STEEL WALL PANEL. `' " ~�� ~`" - -- ---- ' I �'e"m BENT TIE BOLT ® O � � � '^ J � 1 WIDE x 14 GA. GALV, STRAP w - - 4 GA. GALVANIZED EACH OUTSIDE HOLE I I � a v >�' z w w V,V, rx STEEL WALL PANEL. rL __� EACH CURVED PANELNUOUS TOP & . 0- AT Q ��W �~ ww a 14 GA. GALVANIZED I _ A J _ 5 _ BUTTON PUNCH TO FLANGES z�la, � STEEL CORNER PI i ' w w N ;0 E PIECE a II / In �WQ� ~ 7 ��d I I II II � I ---111111 U 4r u� y W N 2t�Ul!1(�0.- 14 GA, GALVANIZED z z°-OW w` 0_Z�x W I� I w _r-�<T-6U046- 14 Y Ww z_ I' ' I STEEL WALL PANEL. _ _ o I 1 I Q ��� - O Z O ' I �14 GA. GALVANIZED I I 14 GA. GALV. - W U - STEEL WALL PANEL. "A FRAME" 14 GA, GALVANIZED i STEEL WALL ~ < W~ N I a < °M z' TYPICAL EA. PANEL END �'0 w W a BRACE -SEE STEEL WALL PANEL. I I 13 PANEL. OW i >0�~w I I 1 N FRAME" a� � BRACE -SEE W/ Ve"O MB AT EA HOLE "A FRAME' 13 0 Q W" ; to`� z u I I �-� AT INSIDE ROW. BRAS.E -SEE N d. J m�U �J '° ��,�CA I I L -iPLAN u. 8 PLAN Jg sj, PLAN NOTE;_ PLAN - PLAN- aFdi8 -wwzw2 cg w-- Wt�►- �2}m 45 CORNER SHOWN _ 30' CORNER SIM. ��NJWtWN�_^aa� vm-c� Ngo (� U r 1 1 2 = 1 -0 " = 1'-0" 1 1/2" = C-0" 1 1/2" = 1'-0" 1 1 2 1 -0 QZ I- 1 1/267 O xQ 9lzlj; /,mo �WOJ V�IY~ ~ (.3W �� T 90 CORNER ASSEMBLY 1 SPECIAL WALL CORNER 2 90 TRUE — L CONNECTION 3 RADIUS WALL CONNECTION 4. SPECIAL LAZY — L CORNER 5 V~-WLJ WWx -$N'- =T. <z- :r :r JN�z (LOU rxU-) w N z M LO O z ! W Q U w r� I­- cO --"A FRAME 1 ,, v —fir_. A = M ' BRACE -SEE y Z cv z '• 14 GA. GALVf,"JIZED 1" WIDE x 14 GA. GALV• STRAP .� ,,, O O STEEL WALL PANEL. CONTINUOUS TOP & BOT. OF CY_ Nul 1 CURVED PANELS. BUTTON LTJ m I " PUNCH TO FLANGES "4 " I.LI O TYPICAL EA. PANEL END Q Z z 36" BRACE i 1 -~ FRAME - -SEE 13 u Yeo MB AT ALL HOLES I I I "A FRAME" 13 U I I - y Z N V) Q O O B'qCE -SEE � ' O p LTJ � O F.- u� ALUMN. li Q -1 00 cp COPING 4" THICK CONC. DECK p rY 3: o I - - --� / 14 GA. ,SEE GENERAL NOTES Q Z 0 r- M GALVANIZED � �, co STEE CORNER PIECE - -- --- -- -- WO U \ 0--- -, M �• / Q In = p S/6.' / i v i 14 GA. x 4 7/8" GALVANIZED \ '0 iI Ii STEEL Z PANEL STIFFENER. 1 -0 5/ \ CURVED PANELS. 3/8"`^ Mg. TYPICAL , 5/8"0 THREADED ROD ` 14 GA. GALVANIZED ; i i • STEEL CORNER PIECE I / STD 5/8" TURNBUCKLE 0 � TYPICAL EA. PANEL END W/ Va"O MB AT EA HOLE — 5/8"0 A307 THREADED ROD 11 AT INSIDE ROW - FOR WELDING SEE DETAIL 14 GA. GALVANIZED NOTE: STEEL WALL PANEL. I PLAN ® 4' OR SMALL PANELS - NO STIFFENER i 0 , ' I �`� TYPICAL - 3/8A307 MB. ® 5' & 6' PANELS - STIFF. ® t � ca ,•� \ ® 7' & 8' PANELS - STIFF. ® THIRD POINTS (1) BOLT ® ALL HOLES AT INSIDE V) ROW (NEXT TO POOL) AS A MINIMUM ?_ I 1 1/2" = V11-0o VINYL \�� 1 1/2" = 1'-0" (n uj ROMAN ASSEMBLY 6 PLAN LINER �' LDIAGONALIBRACEx " g CURVED PANEL DETAIL 110 „ 8x2 -2 S. CONT. CON . 0 18 4 14 GA. GALVANIZED / COI LAR FULL PERIMETER � STEEL WALL PANEL. J i OF POOL Q ' 11 \ 1 (8'-0" MAX. PANELS) ;• I p CL Z :D Ln 0 3" CLEAR _ Imo- - V) J p ® ZYPICAL 1 O J 1, STD 5/8" TURNBUCKLE A5OD N 0� °_ I_®u (2) #4 CONTINUOUS '� L 11/2"x11/2"x11 GA. -^ _ V N 5 8"m THREADED ROD STEEL ANGLE -- ^;;v;:,•. :; '' \L 1 1/2 x 1 1/2 x 14 ga. / 0 Q -J / I BOTTOM STRUT 0 c Q N Ld Z Cy Ldp I � 0 SAND OR VERMICULITE 2" x1 x8" 6" PATIO BLOCK O � � FOUNDATION FOR Z US I,I I I I I I I I I I,I I I I I I 11 I I I I I I I I I I I CONCRETE BASE, AT EACH PANEL JOINT -- MAX. SLOPE FOR SAND AND CORNER FOR r -�L 1 5/8 x 1 5 8 x 14 ADJACENT STRUCTURE Q - - 14 GA, GALVANIZED 14 GA. GALVANIZED BASE IS 1.25 : 1 / / go. x 1 -6" m = C) 0 Q p - LEVELING, AT METAL STAKE OR RETAINING WALL � �. � W Z STEEL WALL PANEL, STEEL Z PANEL MAX SLOPE FOR CONTRACTORS OPTION p Lo Q W Q / STIFFENER. VERMICULITE IS 1 1 0 C4 22 5/8"0 A307 THREADED ROD FOOTINGS FOR ADJACENT 0 LI) F- to V) WELDED TO INSIDE FACE OF STRUCTURES MUST BE PLACED BELOW THE STEEL ANGLE ELEVATION OF A LINE REVISIONS 1 r-9rr Y4" 21/4' PROJECTING FROM THE BACK EDGE OF THE POOL DATE BY 2'-2" FOOTING AT A 1: 3 SLOPE 5 MINOR CORRECTIONS RLU 06-03-99 AS SHOWN. REVISED ANGLE SIZE SLW NOT TO SCALE Z4s 05-13-95 _ - SAFETY LINES, BRACES, 3 MAX SPACING & REVISED RLU SECTio_N NOTES. 10-03-98 1 REV. WELD B-01-96 RLU DRAWN: RLU CHECKED: MFR DATE: ^ 04-03-96 LA JOB NO. : 95699-2 REF.: 5020-01 _ SECTION — 3" = 1'--0" 1 1/r,LLrr = 1'-Or' 1 1/2" = 1'-0„ �) UPPER A — FRAME ASSEMBLY 11 TYPICAL PANEL STIFFENER 21 TYPICAL WALL SECTION & A '-- FRAME 13 OF s�if�cs�: Imo. NOTICE: IF THE PRINT OR TYPE ON ANY IT�1�II(IIIIIIIIfIIIIIII IIIII I IIIIIII IIIII +IIIIl�f11 f1T�T 111111-1 fit ( 1111111 III+! ►fI111Il1! 1111 i IIIIIII 111�i11 11r�T� 1111 I i1fllli 11111+ !�ilr�lVl�11111 11111111111 i IMAGE IS NOT AS CLEAR AS THIS NOTICE, ! I ] II I I 3� II Irl I I 161 - 1 I $ I 10 I 11 I + 12 __1-_________f___� _�- __ __ � _J IT IS DUE TO THE QUALITY OF THE No Ju � • I .. ,.. ORIGINAL DOCUMENT - Gt 9i 9t ibt f:t zt it T 8 g I L 8 1 9 'b £ Z T ��w 111111,111111111111111111►I►,111111111►, 11111111►►►1�11►��►1�► �� � I � ► � ►II I � ► I ' 11 � �, 1 �1 ►1111111J11111 ► 11 ►111111,C111111►1 � � I W 00 �d H M H i �3 I i .13899 SW ALPINE VIEW CRT ,C I G Ij k 1 Yi7, o ti �4RD BUILDING PERMIT CITY OF TIG PERMIT#: BUP2000-00230 DEVELOPMENT SERVICES DATE ISSUED: 7/25/00 13125 SW Hall Blvd.,Tigard. OR 97223 (503) 639-4171 PARCEL: 2S109BA-02600 SITE ADDRESS: 13899 SW ALPINE VIEW CT SUBDIVISION: HiLLSHIRE SUMMIT ZONING: R-7 BLOCK: LOT: 011 JURISDICTION: TIG REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: OT-R FIRST: 650 sf N: S: E: W: TYPE OF USE: SF SECOND: 0 sf PROJECT OPENINGS? TYPE OF CONST: 5N 0 sf N: S: E: W: OCCUPANCY GRP: A3 TOTAL AREA: 650.00 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: 8 BASEMENT: 0 sf AREA SEP. RATED: STOR: HT: ft GARAGE: 0 sf OCCU SEP. R 4TED: BSMT?: MEZZ?: _ REQD SETBACKS_ REQUIRED FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 13,000.00 Remarks: Install swimming pool.Vinyl lined 37'X 20'Approximate dimensions Owner: Contractor: DELUCA, PHILIP G+ DONNA J SEEBERGER CONSTRU,;TION 13499 SW ALPINE VIEW CT 28780 SW ASHLAND DR TIGARD, OR 97224 WILSONVILL.E, OR 97070 Phone: Phone: 682-5014 Reg #: LIC 00079845 FEES REQUIRED INSPECTIONS _ Type By Date Amount Receipt Final Inspection (?CA-P-POC, /tJSP. PLCK� GEO 6/6/00 $110.66 0002735 PRMT DEB 7/25/00 $151.75 0003954 5PCT DEB 7/25/00 $12.14 0003954 Total $274.55 chis permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-1987 You may obtain a copy of these rules or direct questions to OUNC by calling (503) 246-1987. , �jPe rm it e e Signature: Issued By: Call 639-4175 by 7 p.m. for an inspection the next business day C:IT'v GARD Commercial Building Permit Application Plan Check# - 13125 SW HALL BLVD. New Construction and Additions Recd By Date TIGARD, OR 97223 Date oeP!E /0 (503) 639-4171 Date to DST Print or Type Permit#&)p Incomplete or illegible applications will not be accepted Related SWR#_ Name of Development/Project Job Existing Building p New Building Address Street Address. -,Suite Building Bldg# City/State Zip'^ '�/ Data Existing Use of Building or Property. Property Proposed Use of Building or Prooerty: Owner 'r re ��Y�`% lt.�r' City/State zPhone NoOf. Stories: Occupant Name Sq, Ft. Of Project: --- Name --� Occupancy Class(es) Contractor Prior to permit Mallin Addre Suite Type(s) of Construction 7 ssuance.a copy of all licenses are require if CitylState Zip Phone Will this project have a Fire Suppression System? expired at o C. ,�?.�J �y/'�rZ3ry !-�- '�'�� Yes 0No ❑^ )m � regon Const.Cont Board Lic.# Exp.Date — Americans with Disabilities Act(ADA) Valuation X 25% = $ _ Participation Complete Accessibility Form Project $ rc Ahitect Valuation Mailing Address Suite Pla& Required See Matrix for number of sets'to submit city/state Zip Phone on back Engineer Name I hereby acknowledge that I have read this application,that the information given is correct,that I am the owner or authorized agent of the owner,and Mailing Address Suite that plans submitted are in compliance with Oregon State Laws Sigw'yturee yCnt Date City/Stale Zip Phone k act Person Name Phone Indicate type of work /New 0/Addition O Demolition O Accessory Structure O Foundation Only O eraon _ Repair o Other o Cr'1 FOR OFFICE USE ONLY _ — Deacrlptlon of work: l Ma �, e- I_# � v � dU� g�! Notes Parka: Estimated#-of Empanyees TIF If the above figure Is not supplied at the time of application,the city will calculate the fee based upon the number of parking spaces Note: Site Work Permit Application must precede or accompany'Building (� Pormr it Application 7s ( ,!sts\formScomneW rine 5;10;99 �0" L� t! �� 1 DEPARTMENT OF LAND USE&TRANSPORTATION WASHINGTON LAND DEVELOPMENT SERVICES 155 NORTH FIRST,HILLSBORO,OR 97 24 COUNTY INTY INSPECTION REQUESTS: 503/640-3581/693-4415 t PHONE: 503/648-8761 OREGON Pare 1 of. Late 08/02/1+4 Time 1b : 48 L,ermit 'Type Residential Electrical Permit Permit # 05;)56598 L'(-rmi.t Status APPROVED Applied 08/02/94 :.,itus Address : 13899 SW ALPINE VW TI Issued 08/02/94 Po-r.mit 'Title SFR - ELEC/NE:W HOUSE; h L.V. Completed Permit Uescr . To Expire U1/29/9:-) 11t o-ject Title SFR - ELEC/NEW HOUSE: & L.V. Project t# Pt)f14268'/ Project Uescr . * EROSI()N Parcel Number 2S1TI - Land Use District Valuation 0 Legal Uescr . Owner INSPECTION - `1'IGARU Construction U1'H Applicant Name BUCKAROO ELEC'1'RiC Classification 9U0 Applic.-int Addr . : 16780 S UNION MILLS RD Occupancy R3 MULINO, OR 97042 Validated try KF Applicant Phone: 829-5'LU7 Inspector Area I_'UNTRAC'TUR : BUCKARUO ELECTRIC: Lic . C 34-3610 87.9-6/6H Fee description Units Fee/Unit Ext fee U.tta ------ Square FootageLEnter Sq . Ft . ] 2500 185 . 00 Limited Energy 1 25 . 00 25 , 00 Subtotal Electrical Fees : 210 . 00 State Surcharqe of 51, 1() . L)1) L'ot.al Electrical Fef-s : 1211 !�U **w Fees kequired *** *** Fees Collected & Credito * * * - ------------------------- Method Check # Receipt No . Date Paymeni: CK 946 08/02/94 220 . 50 TOTAL 'THIS DATE: 2'20 . 51) Fees : 220 , 50 Adjustments : . 00 'Total Credits : . UU Total Fees : 220 . 50 'Total Payments : 2%0 . 511 balance Due : i1 I1 NOTICE This permit becomes null and void If the work nr construction for which It Is Issued Is not commenced within 180 days once construction ties slarted, the permit becomes null and void It constructlnn Is Interrupted for a period of 180 days. I certify that the Information presented by the appllcant and his spent or agents In support of this permlt Is true and correct to the best of our knowledge. I acknowledge that the Bullding Deparin.-int's reliance upon false and misleading Information may Invalidate this permit All provisions of applicable laws and ordinances governing the construction and use of this building or structure will be compiled with whether or not specified on the plans or noted on the plans correction sheels I acknowledge that the granting of a permit does not grant authority to access private property at to use easements. I further arknowledge that the use or occupancy of the structure or building permitted depends upon my calling for inspections at variou times during the process of construction and the building inspection staff verifying compliance with the various codes. Use or occupancy of the building or structure permitted prior to r oprovai by the Building Department Is solely at the risk of the applicant and such use or occupancy is revocable until all Inspection requirements are satisfied and approval Is given by the Building Official I further acknowledge that a Ilan may be placed on the title of the property upon which the permtt Is issued specifying that the use or occupancy of the building or structure Is provisional and revocable until the satlsfacilon of all Inmpection requirements APPLICANT'S SIGNATURE WASHINGTON COUNTY ELECTRICAL PERhilff Department of Land Use & Transportation Electrical Inspection Section APPLICATION 155 North First Avenue, #350-12 Hillsboro, Oregon 97124 Information: 503 640-3470 Fax: 503 693-4412 project/Permit PLEASE ' " Number -� � ,_� Date Please cohipletesections, • • 1. Location of Installation 4. Complete Fee Schedule below Number of Inspecilons per permit allowed Address - Building Service included: Items Cost(ea.) Sum City Suite No. -- - - -- A. Residential - per unit Tenant Name (if commercial) 1000 sq,ft.or less $110.00 �r�' �_ 4 .4 Each additional 500 sq.ft Tax Lot Map No. or portion thereof _ $25.00 - Limited Energy $25.00 --- 1 Thomas Map Book: Page: Section; Each Manuf d Home or Modular Directions.___-_ __ [dwelling Service or Feeder --- $6800 - B. Services or Feeders Commercial I Residential Installation,alterations or relocation 200 amps or less $60.00 --- 2 201 amps to 400 amps $80.00 -- 2 2a. Contractor installation only: 401 amps to 600 amps $120.00 -- Electrical Contractor -�- - 601 amps to 1000 amps $180.00 -- 2 Address Over 1000 amps or volts $340.00 i Date -- Job Number -?111-64Z Reconnect only $50.00 - Property Owner -- C. Temporary Services or Feeders Contractor's License No. '71/ Installation,alters'ion or relocation Contractor's Board Reg. No. - 200 amps or less $50.00 2 201 amps to 400 amps $75.00 -_ 2 Signature of Supr. Elec'n _ f --'! '1 IAC '' 401 amps to 600 amps $100.00 - 2 License No. ,-�-- Phone No. - Over 600 amps to 1000 volts see'B'above 2b. For owner installations: D. Branch Circuits New,alteration or extension per panel I'honc No - a) The fee for branch circuits with I57n-t�wneeT-9Namo purchase of service or leader lee, o a --- - - --_--- - Each branch circuit $5.00 .---- b) The fee for branch circuits without i�- Staiep purchase of service or feeder lee. First brand,circuit $35.00 2 The installation is being made on property I own Each add'nl branch circuit $5.00 2 which is not intended for sale, lease or rent. E. Miscellaneous (Service or Feeder not included) Each pump or irrigation circle $40.00 -__ 2 Owner's Sign,.tura ------- --- -- - -- Each sign or outline lighting -- $40.00 2 Signal circuit(s)or a limited 3. Plan Review section if required) energy panel,alteration or extension _ $40.00 2 Please check appropriate Remand enter fee In section 5B. 1 & 2 family dwellings over 320 amps s/c meter F. Each additional inspection over the allowable in any of the above 4 or more residential units in one structure Per inspection $35.00 Service over 225 amps; feeder 400 amps or more Per hour _-_ $55.00 - _ System over 600 volts nominal In Plant $55.00 - __ Building over 3 stories in height 5. Fees Building over 10,000 sq. ft, I Occupant load o�,er 99 persons A. Enter total of above fees $ L=- } Manufactured Structures Park or Recreational 5% Surcharge (.05 X total fees) $$ i Vehicle Park; new, addition or alteration Subtotal Classified area or structure containing special B. Enter 25% of line A for occupancy as described in N.E.C. Chapter 5 Plan Review if required (Section 3) $ - p y p Subtotal $ Submit 2 sets of plans with application where any of the Less Bulk Label Fee $ - above apply. Not required for temporary construction Balance Due services. I For inspections call This perm"becomes null and void It the work authorized by the perm"Is not commenced wNhln 1110 day.from data of Issuance of such perm"or M the work authwited u 640-3561 or 693-4415 suspended or abandoned at any lime after work is commenced for•period of 1.0 day 24-tour recorder,one working day In advance of need Electrical Permits ars non-refundable and non-Iransferable. 5/93 DEPARTMENT OF LAND USE & TRANSPORTATION WASHINGTON LAND DEVELOPMENT SERVICES DIVISION #350-12 155 NORTH FIRST, HILLSBORO, OR 97124 COUNTY, PHONE: 503/640-3470 OREGON INSPECTION REQUESTS (24 hours): 503/640-3561 or 693-4415 .� .� -4,40 -/i(�� DEPARTMENT OF LAND USE & TRANSPORTATION LAND DEVELOPMENT SERVICES DIVISION #350-12 WASHINGTON 155 NORTH FIRST, HILLSBORO, OR 97124 COUNTY, PHONE: 503/640-3470 OREGON INSPECTIOW REQUESTS (24 hours): 503/640-3561 or 693-4415 CITY O F T I G A R D ELECTRICAL. PERMIT PERMIT#: ELC2000-00428 DEVELOPMENT SERVICES DATE ISSUED: 7129100 13125 SW Hall Blvd.. Ticlard, OR 97223 (503) 639-4171 PARCEL: 2S109BA-02600 SITE ADDRESS: 13899 SW ALPINE VIEW CT SUBDIVISION: HIL.LSHIRE SUMMIT ZONING: R-7 BLOCK: LOT : 011 JURISDICTION: TIG Proiect Description: Installation of service/feeder and (1) branch circuit. RESIDENTIAL UNIT TEMP SRVC/FEEDERS MISCELLANEOUS 1000 SF OR LESS: 0 - 200 amp 0 PUMP/IRRIGATION: EACH ADD'L 500SF: 201 - 400 amp: SIGN/OUT LINE LTG: LIMITED ENERGY: 401 - 6011 amp: SIGNAL/PANEL: MANF HM/SVC/ FDR: 601+amps - 1000 volts: MINOR LABEL (10): SERVICE/FEEDER BRANCH CIRCUITS — _ --�� ADD'L INSPECTIONS 0 - 200 amp: 1 W/SERVICE OR FEEDER: 1 PER INSPECTION: 201 400 amp: 1st W/O SRVC OR FUR: PER HOUR: 4'J) - 600 amp: EA ADD'L BRNCH CIRC: IN PLANT: 601 - 1000 amp: PLAN REVIEW SECTION _ 1000+ amp/volt: >=4 RES UNITS: > 600 VOLT NOMINAL: Reconnect only: SVC/FDR>=225 AMPS: _ CLASS AREA/SPEC OCC: Owner: Contractor: DEL.UCA, PHILIP G + DONNA J OWNER 13899 SW ALPINE VIEW CT TIGARD, OR 97224 Phone: Phone: Reg #: FEES _ Required Inspections _ Type By Date _Amount Receipt Rough-in �PRMT BLD 7/28/00 $69.60 0004054 Elect'I Find 5PCT BLD 7/28/00 $5.57 0004054 Total $75.17 This Parrnit is issued subject to the regulations contained in the Tigard Municipal Code State of OR Specialty Codes and all other applicable laws All work will be done in accordance with appf ived plans This permit will expire if work is not started within 180 days of issuance,or if work is suspended for more than 180 days ATTENTION Oregon law requires you to follow rules adopted by the Oregon Ut.ildy N,.fication Center Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080 You may obtain copies of these rules ordirect questions to OUNC at(503) 246-1987 PERMITTEE'S SIGNATURE{- ISSUED BY: OWNER INSTALLATION ONLY The installation is being made on property I own which is not intended for sale, lease, or rent. OWNER'S SIGNATURE: `�(� = �_c_ �� r �<=c `^� --� DATE: L2 U CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N: ____—__ ._ _ — DATE: LICENSE NO: Call 639-4175 by 7:00pm for an inspection the next business day CITY OF TIGARD Electrical Permit Application Plan Check 13125 SW HALL BLVD. Rec'd By Date Recd TIGARD OR 97223 /, r j �C�� � � 3e� � IDate to P.E. Phone(503)639-4171, x304 , Date to DST Inspection (503)639-4175 Print of Type �� Permit# tcc'A&rV � Fax(503) 598-1960 Incomplete or iliegible will not be accepted Called 1. Job Address: 4. Complete Fes' Schedule Below: Name of Development.. {1'�IZ I re- Number of Inspections per permit allowed Name(or nameio�f business) D �_.�.�ti Service included: Items Cost Sum Address 1�9`"1C� � �f'�'� Cj 4a. Residential-per unit I -7 2?`Y I 1000 sq ft.or less $ 117 75 4 City/State/Zip T�(][(,�r_. Q '7 _ Each additional 500 sq ft.or portion thereof $ 26 75 __. 1 Commercial ❑ Residential ® I imited Fnergy $ 60.00 Each Manufd Home or Modular 2a. Contractor installation only: Dwelling Service or Feeder $ 72.75 _ 2 (Prior to permit Issuance,applicants must provide contractor license 4b.Services or Feeders Information for COT data base). I stallation ration,or relocation Electrical Contractor __ ams or less $ sa.2s , 2 2 201 amps to 400 mps _ $ 85.50 2 Address 401 amps to 600 amps E 12850 71 City _-State Zip 601 amps to 1000 amps S 192.50 _ 2 Phone No. Over 1000 amps or volts E 363.75 2 Job No. Reconnect oniy $ 53.50 2 Elec. Cont. Lice. No. Exp.Date 4c.Temporary Services or Feeders OR State CCB Reg. No Exp.Date Installation,alteration,or relocation COT Business Tax or Metro No Exp.Date 200 amps or less $ 53.50 2 201 amps to 400 amps $ 80.25 2 401 amps to 600 amps $ 100.00 _ 2 Signature of Supr. Elec'n -- Over 600 amps to 1000 volts. see"b"above. License No. __Exp.Date _ 4d.Branch Circuits Phone No. _ -- New,alteration or extension per panel a)The fee for branch circuits 2b. For owner installations: with purchase of service or feeder fee. Print Owner's Name_ h, I I �_� Each branch circuit / S 535 , � 2 W A n r b)The fee for branch circuits Address �_ without purchase of service City T r tate_Q_(Z Zip 9]2,_ZL4_- or feeder fee. Phone No. ��U-�O 2 First branch circuit S 37.50 _ Each additional branch circuit S 5.35 _ The installation is being made on property I own which is not 4e.Miscellaneous intended for sale, lease or rent (Service or feeder not included) Each pump or irrigation circle _ $ 42.75 Owner's Signature __ Each sign or outline lighting $ 42.75 Signal circuit(s)or a limited energy panel,alteration or eytension S 60.00 3. Man Review section (if required):* Minor Labels(10) - $ 100.00 _ Please check appropriate item and enter fee in section 5B. 4f.Each additional Inspection over 4 or more residential units in one structure the allowable in any of the above --- Per inspection _ $ 5000 _ Service and feeder 225 amps or more Per hour S 5000 System over 600 volts nominal In Plant $ 5900 Classified area or structure containing special occupancy as described in N E C Chapter 5 Sa Fees: 5a.Enter total of above lees $ Q * Submit 2 sets of plans with application vnere any of the above apply. 8%Surcharge(.08 X total fees) $ 5, 52 Not required for temporary constructir in services. Subtotal S � 5b.Enter 25%of line 5a for NOTICE Plan Review if required(Sec 3) $ PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED Subtotal $ -_ IS NOT COMMENCED WITHIN 180 DAYS,OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS ❑ Trust Account# _ AT ANY TIME AFTER WORK IS COMMENCED Total balance Due $ -75, 1-7 i\das,I'onna\cIe0ric doc CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4111 B ---- /�. UP Date Requested 7S ' -3 AM PM BLD Location Suite _� MEC _ Contact Person Ph PLM ��'4 �� PLM Contractor _ Ph SWR BUILDING Tenant/Owner EL.0 , 2'e,U Retaining Wal' ELR - Footing Access: FPS Foundation - Ftg Drain SGN Crawl Drain Inspection Notes: -" Slab _ - _--- -----.-_ SIT _ PLSt& Beam Ext Sheath/Shear — -- Int Sheath/Shear Framing - — - �_^ ------ ---- - -------- Insulation Drywall Nailing -- - ----- -- - - - -- -- - -- Firewall Fire Sprinkler {t-- -- Lail ----------- - -- -- Fire Alarm Susp'd Ceiling -- ---- ------- Roof -----Roof Misc:— - _ -- --- -- - - --- Final PASS PART FAIL — - --------- ------ - -- - ---- _ _ - PLUMBING Post& Beam Under Slab Top Out Water Service Sanitary Sewer Rain Drains - Final PASS PART FAIL - -- MECHANICAL. Dost& Beam - -- - - - - Rough In Gas Line ---- �-- _ - - Smoke Dampers _ Final PASS PART FAIL ECTRICAU Service -- -- —-- .. -- Rough In UG/Slab - Low Voltage Fire Alarm Bv-y`d i'e, - - F AS PART FAIL -- - - -- Backfill/Grading - - Sanitary Sewer Storm Drain ( ]Reinspection fee of$_ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin ( ] Please call for reinspection RE: ( J Unable to inspect-no access Fire Supply Line ADA p / Approach/Sidewalk Date a �� _-Inspector _ ,____EXt Other --- Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. SES 35mm ROLL.,# 22 FOR. . LARG-E- D OCUMENT