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HomeMy WebLinkAbout040-310-095MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965 — TELEPHONE: (916) 538-7541 PERMIT NO. Address or location of mobilehome Owner's name Owner's address OX 7 (0 q Z-, C,/J t co 121,- 'y VqZ Insignia or hud number 9,:7 /q, Manufacturer's nam L/ Serial 1 11 — fbial Appr2�ving Installation) Year of manufacture _Z7 -A*s- (Date) IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. o- o -7,S- 513B White - Owner, Yellow - Installer, Pink - D.P.W. COUNTY OF BUTTE DEPARTMENT OF PUBLIC woRks 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA - 538-7541 CERTIFICATE OF OCCUPANCY iThis building has b&eii-'c6nste�ucted'*at�d"C'o�n�let(�d . inaecordance with the requirements of the Uniform Building Code uhd'er'pt-,rmit number 96-1520 — for the following: Use Classification MINI -SWC Address or Location 11080 HIDWAY, CHICO Group 1514 S -1 — occupancy: Type VNI -construction. It is hereby certified for the occupancy described above and may be occupied. Direc of u b 41/ o�r 8 "f Date 1/13/97 — b* -V=A POST IN A CONSPICUOUS LACE/ (0 v e,) N 0 T I C E A new Certificate of Occupancy Is required If the use or occupancy of this building changes. This Certificate of Occupancy shall be posted In a conspicuous place and Is not to be removed by other than the Building Inspector. -�COUNAPOF BUTTE DEPARTMENT OF PUBLIC WORKS�-,."- 7. COUNTY CENTER DRIVE OROVILLE, CACIFORNIA 538-'7541 CERTIFICATE OFOCCUPANCY Y, '0- h i s'b u i Id i r�g 'hSg'i bee '11-1-c'03�i-9t rldc t6d-SW&Z d M- p i,� t6'd 1� i n*"a&c 6rd a nce wit ' h the require-ments of.,the Uniform Building CodL5�Lii�-d,�'r'�p'�*r�m-i-t'Iri6mber 96-1919 — for the fol lowing: c w t-ft:,rt -i tm.s'$ *tdT �ST'G­.. Use Classificatio- Address or Location 11080 MIDWAY, CHICO Group occupancy: Type VN —construc . tion. It is hereby certified for the occupancy described above . and m a'y be occupied. Dire �t Pu lic .rks Date 1/1*7 by L M�CHAEL C-. VIEIRA- - M POST IN A CONSPICUOUS P ACE (Over) 'N' N 0 T I C E A new Certificate of Occupancy Is required It the use or occupancy of this building changes. This Certificate of Occupancy shall be posted In a conspicuous place and Is not to be removed by other than the Building Inspector. a ti - ei-� ,- 'i TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance BAR. —USE ONLY na PI. Au.*d, Flow Pka Aftachad Sent to B.D. 6nej2- Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for bedroom mobile home. Other r) 17)t , AA AMA", Hold final for: Final clearance* ON for: NOTE: I -IL 0 � CLL / Health Specialist 8/92 Date 4 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS - 7 COUNTY CENTER DRIVE I OROVILLE, CALIFORNIA - 538-7541 CERTIFICATE OF OCCUPANCY This building has been constructed and com0l'eted-i-n`a&6rdance with �� "J� K the requirements of the Uniform Building Cod tli�r:p`errnft Iriumber for the following: Use Classification MINI STORAGE, AAA I +; 11080 MIDWAY #3, CHICO %jj U�u Group B2 occupancy: Type VN —construction. It is hereby certified for the occupancy described above and may be occupied. Dir ct f P blic or Date 1/17/96 by POST IN A CONSPICU140USLACE (Over) N 0 T I C E A new Certificate of Occupancy -is required if the use or occupancy of this building changes. This Certificate of Occupancy shall be posted In a conspicuous place and Is not to be removed by other than the Building Inspector. -COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 538-7541 CERTIFICATE, 'O'"'OCCUPANCY TI-fis building ha s- bee n- 66rC9tr6c te-d-d-n.Wcom ple fed in.actordance with the requirements of the Uniform Building Codc6tider"'Ipie r I mit.-humber 99-1764 for the following: Use Classificati6n-;� Address or Location 11080 MIDWAY #6, CHI CO Group B2 occupancy: Type VN -construction. It is hereby certified for the occupancy described abov*e and may be occupied. D�ir ct f P . ubir' wor's Date 1/17/96 y by POST IN A CONSPICUOUS LACE (Over). N 0 T I C E A new Certificate of Occupancy Is required If the use or occupancy of,this building changes. This Certificate of Occupancy shall be posted In a conspicuous place and Is not to be removed by other than the Building Inspector. I Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES[ NO[ I 2. I HAVE[X] HAVE NOT[ ] signed an application for a building permit for the proposed work 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: Com: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: AlzD SOCIAL SECURITY NUMBER: (. DATE: ? Z-S'Z' ' S� NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER COUNTY OFIBLI'T�TE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA - 538-7541 CERTIFI ' CATE OF OCCUPANCY This building has be�n constructed and co"m'- p"le't-e�l�'*i"n"a'C-C-6rdance with the ents of the Uniform Building Cdd'e"'u"n'�d'e"-r;�'P"e"r"m-i:e'n'�mber W�Vireom 9 9 for the following: air -J Use Classification. INI ST0RAGE,,J,,--,,,,-,, Address or Location 11080 MWAX, . 011160 Group B-2 occupancy: Type VN construction. It is hereby certified for the occupancy described -above and may be occupied. Director of Public Works Date - 9/27/95 by POST IN A CONSPICUOUS PLACE (Over) N 0 T I C E A new Certificate of Occupancy is required If the use or occupancy of this building changes. TjIs Certificate of Occupancy shall be posted In a conspicuous place and Is �ot to be removed by other than the Building Inspector. M 6101 OFFER FOR DEDICATION 528 ty' \.00 EXISTIW-x OFFICE {p (MOBILE I-IC�"IE� \ � � � ,..•-- � QX.µ \ ! \ %00 PROPOSED 2 - HR F.R. / u AREA SEPARATION WALL ! i i i \ \ EXISTING 2 -HR F.R. \ C ` AREA SEPARATION WALLS -, A5 D PR R`y L INE 5 .. \ r I. r 0000 oe 1001 4r III "O� loft 000, 0000, 6�7.rF L ;t•'y � . r 0 � e , rr 7► r CODE ANALYSIS PER 1'0!!34 US.C. FOR PURPOSES OF THIS ANALYSIS, ALL TWE SEPARATE BUILDINGS WILL DE DIVIDED INTO SECTIONS AS 41404IN ON THE BUILDING LOCATION PLAN HEREON AND CONSIDERED AS COMPOSITE &IILDIN635 AS ALLOWED BY THE EXCEPTION TO UBC SECTION 503.3. ALL SUILDIwsB OCCUPANCY GROUP: 51 TYPE OF Ct)NSTRUCTION: it N ALLODUAE5L� AREA: 12,000 SF.` HE <914T PROPOSED HEIGHT < . 10 ALLOWbBLE HEIGHT NltIMR OR STORIES: PRO°O►SED : SINGLE STORY ALLOW45LE : 2-15TORIES OCCUPANT' LOAD: I OCCUIPANT PER 500 SF. = MAXIMUM OF I FOR ALL SPACES COMPOSITE I'VE 5U ILD I 104' PROPOSED AREA: SECTION &A: 2400 5F. (EXISTING) SECTION 1A: 1400 SF. (EXISTING) SECTION 8A: 2400 SF. (EXISTING) SECTION 9A: 200 5F. ( PROPOSED ) TOTAL: %00 SF. 'LOC AT1 g ; P+1 IrR�,tiP lRTY 20 CL&. AI! TO PL + NORTH 801 MrM111JIM CLEAR TO FUTURE ROW • EAST O' TO 2! -HR AREA SEPARATION WALL • SOUTH 20' CLI!AR TO ASSUMED PI. * WEST comP08I'T PROPOSEq AREA: SECTION 6A: 200 SF. (EXISTING) SECTION 1A: 200 SF. (EXISTING) SECTION 8A: 2005F. (EXISTING) SECTION 9A: 200 S.F. (PROPOSED) TOTAL: 8400 SF. LOCATION ON PROPERTY, 0' TO 2 -WR AREA SEPARATION WALL * NORTH I60'2 I"IINIMV I CLEAR TO RITURE ROW A EAST 80't TO PROPOSED PL f=t7UTH 20' CLtAR TO ASSUMED P,> * WEST rj L *WT GAGE STEEL FRAMING: Q_ J` It+ j I g . 1 1999 1 ALL LIT GA6E STEEL FRAMING SHALL BE EIT� *AINTED OR GALVANIZED /,, / +S GENERAL NOTES: SHAPE! MADE FRlA"1 STEEL C414FOW►R'1G TO ASTM A446 GRADE A WITH A Wlro,California I.' CONSTRUCTION SHALL COOK") TO THESE FILANS AND ALL APPLICABLE COMM MINPW YIELD POINT OF 33,000 PSI SHAPES APO SIZES NOTED ON THESE r;+ND LOC CODE: NANCES INCLUDING THE 11Y34 EDITION OF THE UNPOW PLANS ARE STANDARD SHAPES A6 LISTED IN THE ►"ETAL STUD MAMFACTURER'S A660CIATICH CATALOG AND CW ER NO 4543 DEW314ATED MEMWR SIZES ARE 2 RfGxJIIRETIENTS. MANJFACTURESTEEL BUILDING SWELL SMALL R +aALL P}�+viDE SHOP E DES*NEC� BY OTHERS TD1Pr41UNCsS O U5C A40 A • STANDARD htsMA DESK�NATIONS DILATIONS AS RECiUIRED BY LOCAL BUILDrA5 DEPARTPIENT ALL BOTTOM TRACK SHALL BE ATTACHED TO CONCRETE WMTRIJCTURE ,1JITW MINS" r DESIGN LOADS: 0144 x i" SHOT PMS AT 24" O.C., UNLESS NOTED OTHERtUSE. ROOF LIVE LOAD: 20 PSF WITH DeCREASES FOR AREA peg AS ALLOWED MY UBC TABLE 13-C. 3 2*no (&A STRAP BRIDGING SHALL BE PROVIDED AT MID6PAN OF ALL JOISTS (� ,. WIND LOAD: d0 MPH EXPOSURE 'B' Wt>•t SPAS GiI�FATER THAN 8' 0V WITHN b' OF EAGH'.lUPPORT W►�RE J0'TS 44M NOT F-'"SDOVIDED WITH VERTICAL .CLOSURE TRACK . , - 3 STEEL d11LDMG S++AIL DE FApRiCA ED (I+NGLuDMG'ALL u+ELCI*�G : 4 1"x 10�CJ STRAP BRACING SWALL BE PROVIDED AT THE THIRD POINTS OF � _. � � � MAN RISC CER*osIED 6640M�D P APfED `" TWE LOCAL. DUIL.CCi M DEPARTMFW PER UDC 1`1011eulLONG ?"APAPACT'J�R SWALL ALL STtt IN QEARING WALLS. \ SUOMIT CERTIFICATIONS AND OTWEPt ,PPNRQRMATION AS REQUIRED \ �> BUTTE �TY A.P. NO 40-31.13 R P FOAPROvAL 15y 15UILDING DEP'A(VTr1ENT 5 ALL Srl< WALLGTT S SHALL HAVE CCNTI4j" TOP APD BOH TRAC" OF 20 GA `✓ 4 STEEL EiU1LD1►NG MANtFACTURER 5+-14 L Nis11NTAM !rIJITADLE MATEMAL� ExCEPPT WHERE NOTED � TOP rwt*ZiCb'SWA L ISE 9PLCED PROCgL?+,ft$ AND RECORDS ATTE$`:'IPIG TWAT TME VIECIFIEC CoP ACE WTH s4" SECTIONS OF IDENTICAi. MATERIAL NvERTED APD LAPPED 1" ON EACH N OF STEEL A6 SEEN FUMSI&4 WWEN T4 STEEL YIELD iS COMA -10t ![CTICN 00 ATTAO-W WITH A "N"P OF 3-06 x 1/2, SCREWS THROUGH EACH TWAN 3* OOC PSI. TWE FACRICATOM'S IDENTIFICATION MARK V STE'" FLANGE OF EACH PIECE iU,�VI SWALL BE ESTAIBLIS"ED AND ON IEECORD MOOR ?O FA"ICA*IC+4 A CONFECT" BETIIEEN MET#R6 6WALL BE MADE WITH SELF-DRILLNG SCRE►A AS RECCrtj!NDED BY THE MAmpACTURER MINrlLtl COFNECTION SHALL BE SITE PLAN NOTES: EMBEDDED CONCRETE 4NGN0f-k5: 1JATH'6 bC3lEgUb As FOLLOWS: SANITARY FACILITIES FC? TH15 DEVELOPMENT ARE STu[a TO TRAGG I SCREW EACH FLANGE AYAILA15LE IN THE MANAGER6 OFFICE IN THE EXISTING I. EMBEDDED ANCHORS SET IN HARDENE1p CONCRETE SHALL BE WITH HILT( 1CILK BOLT - 11" JOLT TO TRACK: 7 SCREWS TO WALL TOP TRACK (I TW1I1WUsW CL.O&M MACK) OFFICE BUILDING �l HEREON. WEDGE ANCHORS OF THE SIZE iNDICAT D C>rl PLANE BY WILDING MANIFACTURER I SCREW TO TOP FLANGE OF CLOSURE TRACK I BRILXsING to JOISTS: I SCREW At EACH C00660,40EE "GRADING PLAN - MINI STORACaE FOR DILL CNAN+CE" DY SEE "Ca TAR ENGINiNERI1�I FOR GRADING AND DRAINAGE 2 INSTALLATION SHALL BE IN RAL ACCCROANCE WITH TWE MAN,JFACTURER'S SPECIFICATIONS AND ICBO BRACING TO STUDS: I SCREW AT EWs AC►+ CR066 lI�ORI"tAT10N NOT > �! HEREON. REPORT NO 4621. THE CCNTRACTOR )*ALL WAVE A COPY OF TWE MANFACANWR"S INSTALLATION INSTRUCTIONS AVAILABLE ON THE JOB SITE AT ALL TMS WHEN THE ANC}aORS ARE DING INSTALLED NO FEWER THAN k"^ OF THE UNITS SHALL DE CONSTRUCTED AND 3. NO SPECIAL INSPECTION IS REQUIRED FOR INSTALLATION OF ANCHORS ON THIS JOB. IDENTIFIED AS ACCESSIBLE MINI -STORAGE UNITS. DOORS TO SUCH UNITS SHALL REQUIRE NOT MORE THAN 8 ill POUNDS OF FORCE TO OPERATE. INDEX OF I w 1Nn%15* 1 'LOT PLAN 2 FLOOR 4 ELEVATIONS 3 FOUNDATION PLAN 4 DETAILS i I a i 91M { tlMO li"+ 8680 RU.► ? RU 8880 RU 8A60 RU 8880 RU 88100 RU � ' 6000 ft sow Rll RU Milo +td 0000 ft 811100 'RJ Mid? ftj 51M $� �"C3Sh ,pa i'k{ 1'IG rI,o SJa,-ALTH .. f i JUL 1 199 Ole Ui L ..r. F L O G R � L AN + 1/ -- 1, �' �../ Chico, California Y�I���/I/�/IY�//�IIY IIY�IIIr1�1111/�/YYYI/I^��IIII/ 1"11�/I/1��1/ MPCI O/9Y 7L / A u...e-I .ens.v s..r1 e�� e�rai^c 1. v_ BLITLEW5 STEEL ROOFING W! 2N -AL , FNI!�*i Ar- \ / Z-1'tJllL tPls 4' x 20 GA TOS' TRACK 4" x 25 GA STEEL STUDS • 24' O.G. 2 - LAYERS Sit" TYPE -)e CAM EACH SIDE OF 6TUC6 E PER NOTE TO RIGHT 2 -NR WALL (GA. FILE WP1546) BABE LAYER 9ro" TYPE -x GYPSUM WALLDOAPC _w OR yjrWER DAM APPLIED PARALLEL TO EACH SIDE OF METAL STUDS SPACED 2A, O.C. WITH I - TYPE S DWNUW-L SC1lWS * 24. O.C. SCREWS SPACED 1/2" Filom v%wcAL END JOINTS AND 3/4' MWM HORIZONTAL EDGE JOINTS. FACE LAYER OF 5/8" T1'PE x GYPSUM WALLBOARD APPLIED PARALLEL c. OR AT RIGHT ANGLES TO EACH SIDE WITH 1 5/8" TYPE S DRYWALL SCREWS 12" O.C. SCREWS SPACED 1/2" FOP" vERTIGAL END JOINTS AND 1" MQOM HORIZONTAL EDGE JOINTS. STAGGER JOINT$ 24" t , OG:;EAC4: LY»YErR AND SZ E. 3 1/2 • x 20 GA BOTTOM TRACK ATTACHED TO CONCRETE WITH 0.14'• x 2" SWOT PINS a 24' O.G. / 31/2" CONCRETE OLAD WITH 616 AOIIO U UIM ,�-,.,• `\;{�•h � {yn , fin, {Y.-:i'.,,rt,y•^ ��' , f-----.,.,.4"1 04lAvtL j 3 \LkolsTuptsm EARTH eaCI wn PETAL ROOFING / opt iSID wj AS WEST ELEVATION NORTH ELEVATION }S.A.J. VWRV 1 I 1 j—IVr6/ RAKE N.A-9441W 1/4- N W CELROY 26 GA MULTI -RID STEEL SIDING 26 GA PREFINISWED E PIER COVERS (TYP) RU. DOORS (TYPICAL) WEST ELEVATION N BUILDINC� "'9 ELEVATION6.ff 1/S" = 1'_ p" kE 32934 XP. 0/30/02 t n..Y./ Ali\/. SENT BMUROCOs No. Calif, 0-34 p 5" CHANNEL TOP CAP (SCl) 4x2 PURLIN 30,508 GA.STUD(TYP (FIELD OUT) 5102333385-+816-343-1632 iii 2 #1"'12 TEKS SCREW #12x1 TEKS SCREW r--- I TOP CAP (BC) 3" J 2—LAYERS GYPSUM BOARD EACHSIDE 114!' DRIVE RINS 0 12" O.C. 4' SLAB I BOTTOM CAP (BC) 4 V, 4 0 TYP DETAIL 0 2 hour SEPAR/ A MON FIREWALL 17 I MINI =STORAGE, 'Rb_ 0ETxl�L CUSTOGR �W PROJECTNINI—STORAGE IN) AREA SEPARATION WALLS (Party/Fire Walls) Fire Sound GA SKETCH AND DESIGN DATA Fire Sound Retinating Ra STC File No. ASSEMBLY DESCRIPTION Gypsum Wallboard, Metal Studs Base layer 1/211 type X gypsum wallboard orveneer base applied parallel to each side of I%" metal studs 24" o,c. with 1" Type S ASW 1100 drywall screws 12" o,c, Face layer 1/21' type X gypsum wallboard Thickness! Val' or veneer base applied on each side parallel to studs with 15/o" Limiting Height: 121411 Type S drywall screws 12" o.c. Staggerjoints 2411 o.c. each layer Approx. Weight; 9 pst and side. Sound tested using 1 mineral fiber In stud space. Fire Test: UC, 12.7-64 (NLB) Field Sound Test: ACI 1131a 7.14-64 Gypsum Wallboard, Metal Studs base Base layer 1/21' type X gypsum wallboard or veneer applied parallel to each side of 21/21, metal studs 24" o,c. with 1" Type S ASW ilos drywall screws 24" o,c, Face layer 1/2" type X gypsum wallboard or veneer base on each side applied parallel to studs with 15/o" Thickness; 02" Type S drywall screws 1211 o,c, Staggerjoints 24" o.c. each layer and side, Sound tested using 111211 mineral fiber In stud space. Limiting Height: 15'10" Approx, Weight: 9 psf (NLB) Fire Test: U0, 9.7-64 Sound Test: CK 654.40, 9-7.65 50 2 HR to 54 Gypsum Wallboard, Metal H Studs Two layers 1" x 24" proprietary type X gypsum panels inserted ASW 1110 between 211 floor and ceiling track and secured at vertical edges by 2" metal H studs friction fit between adjacent pairs of gypsum • panels. Each face of wall covered with 1" mineral fiber, 3.0 pcf, stapled to gypsum panels. Sound test conducted with 2 x 4 stud wall faced with $/all gypsum board each side at assembly, (NLB) Thickness. 4" Un-Aing Height: Refer to Mfg. App, j, , Weight: 9.1 psi Fire Fest; WHI-495-PSV-0245,4-28-83 Field Sound Test: USG -840407 4.9-84 Gypsum Wallboard, Metal H Studs, Wood Studs Two layers 1"x24" proprietary type X gypsum pane l. l-irled between 211 floor and ceiling track and secured at ver,',, - _,dges by 2" metal H studs between adjacent pairs of gypsum panels. At the intersection with wood floor -ceiling framing the partition pro- I jects through and extends above 3" to 61' and Is secured to adja- cent framing by "12' shaped aluminum "breakaway" clips that ASW 1115 are screw attached to each H stud and the wood framing, The (p) floor track for an Identical partition being "stacked" above the lower one Is placed on the web of the ceiling track of the lower partition, back-to-back, and Is attached to It by double */a" Type S Thickness: 7" screws spaced 24" o.c. A parallel wall of 2x 4wood studs spaced Approx. Weight; 16 psi 161, o.c, Is Installed 1 " from the H stud partition with alayerof 1/21' Fire Test: WH 1-651-04_qQJ2 regular gypsum wallboard applied at right angles to the exterior 8 drywall 12" o.c, 6-10-878,04-87 face of the wood studs with 11/41, Type screws Sound Teal ,Est"6ted At the intersection of the H stud partition and floor -ceiling the 1" I fiber � � cavity Is fire stopped with 1" gypsum panels or mineral Insulation 2,6 pcf. (NLB) Proprietary design — see page 1, paragraph 4 54 �, �, r � �, s' f �_ ,, 1 _ :, ,�. � } r y 1 W �. �.�.' '. F V 1 �' '. �, � I. � - �, - i ' i j�'.' I i �. � � '. ''. ., '. i _ i ' i ' :, ' II { 1 �. I'.. � j d I If, 'r ;: ,_ _ i { -- �; { �, i {'� i 1 A -----------_.-„...._ .. _, .... V. , .. ,-..m -,.,. , , w. r -� ..�. ,. . , .. - tX , t ' t C .. , , . r ..... , u.. >f , .e. , , ` .. . « •+•.,� - :.,..... ,r. . .. +'T .� z a». ',I'n' ,p� ,. ., . a . 1 .. r. r k :: t ... ., u: „. t ,. r. r. ? 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I , - -^1• I IC4.2 1/2wlG GA, 51RUTI ; / 1 1 ' Tv n lv 1 1 j I I r '�` ' x + a 1? "14--, -. I 4,-.41.1 s T' __-_._.._�.__. r i % N 1 1 I _. _. -_ Q ' t - n L.. ter r - .1 ` Jw 1 ,•"j,. 4 x' 1_ �_ �.L I I h 1 4rL s, zs.;, Iiq., _-. r . _- _... w- - .._ C(w2x16 C.A. PURLIN 1, I I I , 1 nr1���1f.�1 1 z 1 1 ' +r Iw.,?' SNftx,u,i s' t L, r 1 , 1 ; . F m 1 1 I 1 r" �l3 Y� . s . 1 0 1 / IV 4 I •,-"-` -s • • ' • .-, n , * ..! r tr t I.- Z`1a, ,, oi- W IY-. dry r 1 THE SYf1U TUr 1, t1ETT ftitS CONTRACT IIAS BEEN DESIGNED ANt7'oETALED _ _ —_ - _a__ _—.,__.._-_,. - ! I 1 I I I C 4w2r16 GA. PURLIN C 6z2 1 21f11t Ch PURLIN 1 6Q 1/2x i6 GA. PURLIN ,* (' 7 ,4 r a • 'r� _- r t y " I I a ' _..-_______-_ `•"�"••---- --, ■ I . I +` FOR THE tIaSA odvJ ONTNTNJNS STIPULATED AND S1KtNT1 ON'THESE pRAW . i _.......__��. �.. 4, I I 1 4 ittr'f'q,. ANY&TTENARONS 10'ti+t`3TRUCFURAL'SYSTEM';OR THE REMOVAL OF e.-' i +.I I i : • �T1*)1i, t y b 1 1 t - a [� THE AU"ON OF OTHER COMSTRIJCTION :, T.,,` , � i ' :p'%..k}r . v -- _' • r• 71 ti t��w-rte ~"' CP -•32 Di1EOlIAI (LONGI[UDINAL PARTRION) 1 0 1 I ,�j / t , q�' ANY COkP4MEHT'PARTS, CW u 1 wr I I �, " I i .J 1 (/ 1- (h4)'Q OF1A CNIL OR,STRUCTURA! ENCMEER UtiG i fE ADNCf , AND, OtRECiKk# '+ a y =y . •. , 4 �y r ; I .._..-. 1._..__ ..__..._-_.�___._- I_...._._-._- .,_.__,_1__._ ..�__._- __._.______._-_.r._- w P0; s . rr __._ i _�_ .. .- �N ; �__ _ _ ..-.. ^.�..� .t r...- . ^.__ .,_,.- ,� ,-,._ - „� ,, _. 0 2-F10.0 1N5PEC110N5 AND. FEES'AF1E 1?iE,RLS N3181LRY OF TSE DUILOINO j"i a z• tb A . i I f T . _.,__�, __ ._ ^ • .._ ..,Si; ,.� { OWNER AR toNT1TACTOR.: , r =1.-, ::R h �, I 1 I ^ _ r _ ,__.,,._..__ _._ _.,_ - 3-FRAMMG;SHALL,BE COLO -FORMED LIGHT GAGE METAL CONFORtt�INO TO ;ASTM.,. 2 .r ? s ,' , . ;;1 _ _. r 1 1 _ I A446 GRADE D-.. 1y. gD. k7l , ' I I I a 1 I a I 1 DE COLD -FORMED LICHT. GAGE' METAL CON a Mti I { ; (� G I I 4 -RCDP ANG WALL PANEL$ SNALL •''~ H. N r .'' I 1 ri 1 1 I ii I I 1 . FORMINGITO ASTM Mdl6 GRADE' D F -. 50 ksl. . j S, r o U1 a l r, ' j y I 1 u 1 1 ti I I I I 1 ��II. G�iQ+O®..411�URA 4D Il�.� Iii r' y3 `` t rjt .' 1 I 1 r. r -i s•.. '`. x e .r . t `w a x. I 1. J , d fl,'S UNITS A 5'-D• x tb'rO' 1 t 1 i 1 ' _ .- -- ----.. _. _. ' __._:_._ _ ..,.,. ._....__ .1._... - _ -._..... FAStENERS.<ALLjFA-STENERS ME I EV. HE4*WITH INTEGRAL HEAD' WASHER.P1. AK iA.... V•p1 r t - _ :,.. ---rte...,,. - _ -- - _.,...__, . N A FIAT NEOPRENE'WAgHERj 012ml'DIML POINT TEK SCREW- (FOR FRANING'h; : « a0; • �. ,t .m 4y I __ .. _.. 1 .. _ . . , .., .. _ .. 1 1 _ 1 I PANEL TO FRAMIN do /12x3 4 5FNRP'POINT .TEK SCREW #f OR SIDL7L. , OF ,. W , I 1 I ' I I I I 1 I N %! x i;,, S . Q(T , b,7, O V"- , 1 I 1 1 I PANELS R.TRIMS EE OET rt ,Cn` F ¢ 'rte '$i N I I t I I MA5tIC SEALER: ROOF PANEL'SEALER IS IBUM. RUBDtR-tM5fIG_DRWtOED-AS JI n ,. IV 1 T 1 '-111-1 I I w _ �._____, _ STANWO ON ALL:RODF.PANEL SIDELAPSh* ERIM CP¢`ROOP I 'j . • ix 1 - ....._.. ........_..._...._...._.._.........,_.,.._... - -. :_......:... _. __ _. - I •AT,;P EiER, LL��. + e ,� r'�N '::rr^ Plr'F"r '+�- t -6 UNITS • 1D'-lr w 20'�lY CLOSUR 5TRIP5 FgAM IYPE'CLOSURE S(RlP3.ARErPROV10ED Orn TtR00F.•lk WALT, s 'a, ut� ` �0 v,- ji �Q� GUTTER-' i I I PANEL, CLOSURE STRIP O ROOF.SHALL! 9E:�t�TAL:ED'BETM£EN TOP -FLANGES a•, ►�% Y ,; ,' x -� 1. ' '� _ -.1�_ 1 _g [e_ 2 1 r e IN AILESCCNNJDE PANWELCLLOSURE:$T 5�WLt 44% V tX p YA j, , I sl > oa P AN RAs r r _. .__.., ,» _ -._•. _. . �..�.. a �. ,,,... _ s ...._ r .. _-___,...� -, ._»» _ .,.. _. _L . ___, _ 2 12'� .2A' 2' 1/ / _ , > --I, 14,1' r 'r e',r \ _. I •- � . •. 9'-9 I " ... -1 ,-- •.- >-_ _• -'- . _ -- _ _ IO t0 U lOD O• ff « . PANEL. RooF:PANELS 11RE TO BE'ATTACNfD.b%THE^ERJE SiRUti; AT','EVE ' :rI : �1 ��. 2 /2' r ?• ROOF L, c R _, _.. _ _ —"------ _. _ _ r,_. e_. -»._.. �,_ ._.____- _,...___ A' ,C.) AND• TH QURLINS•`A 0 ER �.00 'WITH 1~ t _ „ `17 I _ALI EY ( 0 yP. _ E L'EVERI _ TH 'YAi:w ( j. �r ^f� - -":x x C .,.....:...........---_____,«_...r..�.._,_.r--,,.. -_«.„. 117-^,...�._.__,_—�..,..,,..,..�*,r -y S`F'«".r, ,tr+G�I. a _ ._ _. _� _ /t2x1 DAIU POINT tEK 3CREWSIp AP FASTEHERs,(%12xJ�, • 1,;7tjP PORIr)EK , yl�, FEE”, `F. >SCIT,S�I�11�4.,BE•SPACEO'A� 24` O1�'.i w �s r �c i J a„�K � �:rxc ' �� k`bt rFr��r � s�,, ^� ,V WALT P�NLiS� SPNEINC OF 'NuLC. FASTENER5 1�12z1 DRILL POIM TEK SCREM)v , .x "Ti^i � ti 1! � -.� �I{µt BE 2 PtMES.,ON, EVERY MAJOR.RIB e•TUP k BOTTON AT GIRT UNE ,r� f. i `'}' � x X r M„r ROOF F" llff 17LM1LIIL olma PLAN SlIALL 9K'A'%ECV-ON EVERY 1MJOW"SIGELA FA.a'�ENE , Y.lUJL AE '�� ay ' S t',,. �' � ".r �� j4 i- SPAClD AT 2ti O.O o bt . a' r qe , si- n w t „j 'i 2j �" w 3 +� ' S t �M rt L ,4; 1 S C A L E . . . . . . . . . . . . ., I/8"t1' . - ' ' � 7 s�.,- •i-, rr �r1faY2 1 ) 0TRAOS-IRIM5 ARE FABRICAMD'FRON 2BG4 SHEETING OONFORMBIC TO'ASTIA pAms1 „y, 1. f r , 1/1 7 1/2' _ ! GRADE A Tit111 SHALL BE FASTENED TO ROOF .AND/Olt WALL.PANELSJtt'2�OC' STANDARD TRIMS ARE CABLE,"iIIVE.' OUTSIDE' CDRNETttt DQQR/M+WOOW FLASNtNG;i t x $ kY ' T�Trs�p CORNER CAP,' AND CUROCO'LOGO. STANDARD'LENGTH IS 10=0` Mt R- '' 1 -, I �4%sr SECTION OF CAVE. AND GABLE TRIMS' WILL BE FiELD MiKS NO,TEp IN TTIT+IJ� 14 � Y - `r 1. it c r- _ .___ CUR THE GABLE TRIM AT THE OW14 NG.,RIDOE WILL BE COYEBEQ BY,Bh � ,r .� i _. ___ _.. _ �. DOWN $ARE,9PitONN•+:'C':u .,. ._,,,,- .�.,._---.. _..,-..-.... �.. ._-..._... .. _----»-.- •. _ � CUR0C0 hOGgr,OUTTERS AND' « SPOUT,S .• ` �` ` " r r j i SHEETING. ffiOLDING MUST BE $DOME- MD .P4UMB+BEFORE STARTING THC' TNI '.. ; t t , 1 I t W I Ixr� -AT)ON OF THE.PANELS. PANEL,,COVERAGE SHOULD CHECKED EVEFjT,•12 O.- « i- ; n *i at I Gr TO INSURE PROPER ALIGNMENT ALL±FRAMED OPENINGS ARE Dls31GNEO FOR `� r r • 2 61 stt, t , - rt. - :� r .t 1 Y 1 m FIELD Ctf1TI1V0 INTO SOLID: SHEETED SIRE AND"END WALISt +g i s < j _ 'i. I a II.x F tr K Y I '112 I NOTE: . : .' R5 t x ., ' ` y, " > _ '' , r, 1 I 4" THICK CONCRETE SLAE3 WITH 6x6x 1 C1/1 0 WIREMESH I o a : � � : �s ?-•:�. �,� � �''�.�a�+, •'- 1' PERIMETER FOOTING z.. NO WATERKEY !. "' 0 r 1 10 OF EACH SIZE aF STORAGE UNIT MUST BE ACCESSIBLE TO THE ' ` "` �''�� Z { <, �. T ' ' 1 Y , � ,i nr'1 Y t;. U5E i' -D' WIDE z 1"-0" DEEP z PERIMETER I K:+ ,4 .Y F K;, Y I I I[i[i611� WITH T- A� CONTINUOUS BAR, , PHYSICALLY DISABLED. - ' av i"•�C -` r I y.„1..,,•.yw�-; I ' i j TOTAL NUMBER SIZE H/C ACCESSIBLE NUMBER REQ`D j r F 4 � . 'r�,O ' '�iJ. a-WATERKEY I r, i .(fr. ' "'�:L .3' Y Trc "i r 1 1 6 .5X1 Q 1 ` ' ", r '1. x- �=j„ry',-j ••x,r •4 r v ro.y7 + ry �' i {, 6 10X10 1 , ..r " r x t 1 ' _ _ { _.. _ ... » -_.. ____ Ii j` 8 1OX15 1 . t ' ka ? ��: 9� ,,,ry a r _ r _ _ .t_ ._.. , .-.. ! ,.,, . • R..._, .. -- -..sa, .. .. .,_.-r ._ '--_.._,__ _,.__ .. .. .. :I .'j.. Y,.le 'It .«. '�',.. .a .•, .'.', ,., -... _ ._ _♦ _ _... - +., _. .. .... • . - ­- - r - , ...., __ w . _.. .. _ l r . x. rlI•i '<: t S Y43 •,,4 r, v _ - v , 5 12X30 1 I � 4 ' � . !, r,i _ I -, T Y , :l Y 4 t`} p i ?• ._,. .,....,..:....._.-.__... ,.__•___�.._.........-,.._..... .__-,...._....._.__. -....-..,..._y......_._.__».._... ,.-..�... _....,-...»._. _.-:._. 3(i / ...-._. tf '. ci„ r rj}y of ,! _9 1 2 t ter= S, r. _ .-. ,. I iD -2 1/z }i 0X20 r - wr 6 1 1 .y *, a ._ _- -- - .,_._._�.. _ _,. _ .a_ . - - �, s 1A7, -_- .._..._„-,.,.-........_.-_._.,_._,.-... ..._.. ..-., ----•_ ._.�...,»--.... .- ._.,»._...-_._...__- .I1. r?• _r ami <. 4S• `,:* :.>' vlTi,*;i+i '.1 I PRQVIDE 1/2" MAXIMUM THRESHOLD AT DOOR. g's �'°' i` �. ` " jr�sr.' ' "qFr ,, •©Y V �LRS�LI��IY V 'r.__ _ ._.. _: • y . . , .. r'�'-• 4,.y, '.i L `. FOUNIMAIro l MAXIMUM FFE RT TO OPERATE DOOR IS 8.5 LBS ~� r t �� �, ., - x, % ,• •,.: _ - ,..- s* . . . . , , . . . . 1 / g„ : 1 (, _ _ ;'. ' . . 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KJO 'W(M IWEXIAL WAD' Wk%4WP= A FLAT NEOPRtNE WASHER- 12$1 DRILL POINT TEX SCREW FOR FFMIN(; & PMEL To MAMM21 * #12x(/4 col-14RIP POINT TEX SC, - 410H GIMAPS OF PM EE MAII-S. MA= ICZALM ROOF VANLL SEAUR a $LfM rRU9M VASM Pf(oV6FD AS A STANDARD ON ALL P.90F FAK4 SOMWIS it AT PERIMEW OF RW, C=VRE STRIM. FOAM TYPE CLOSURE MPS ARE MOM ON 4WW * WALL PANELS, CLOSUK !;TRtP a MW CKkU BE INSTALLM WWW4 TOP 4ANX GIT, FAVE GfRift & tMER SIDE OF ROOF PANELCLOSURE 0 W" UHAM BE INSTAUZD SEWEEN MiW FACIE OF THE WALL PANEL MD SASI� TR*A, ROOF PANEL; ROOF PANEL'S ARE TO K ATTAGWO TO " fXM MUT Al M50 VALLEY (IrO.0 00 TO 7W PURLINS AT Wy 01+a VALLV WO -01) WTN 12xi DMLL POINT TEK SCREW.WMAP FASMER;� (8120/4 SI"P POINT TEK CREW) SRALL UE SPAM AT 2,C 0.0,. (#12XI fjRU PMW T% WALL PANELS: SPA04C OF W&L FAVrENERS �7,CRW SHALL BE 7 fxECES ON 0M WOR M 0 TOP At BUMM, AT GIRT ME M ML K A PIECE ON MRY MAJ54 RIB X"MaM FAVIViEW') D11411 13 SPACED OZ 24' =- TRUS. IM", ARE fAaRrATF .D MU 2eM '_qTjMj't'Q COWORMM To A�rM A446 GRADE A. TRW aWl BE FAMMM- 'ro ROOF ANDI(W W41.1, MUS) AT ZC04. SWMARD IRWS ME GA&Z, EAW, 0=4TU ORNER. WWWWOW KASIM (IORNER CAP, �AND CUROW MO. UWIM LU49M IS IV-tr 7K 941m - SECTION OF EAVE MW GABLE TftS �VALL BE FIEW Fff Ao. MCA= el 7W -090- TRIW AT TkZ SUUM MUM WIJL '13E MUM BY ay THE CUROCO LOGO. GUnERS AND DOW4 SPOIMP ARE CPT;OtW. SjJC=.Xr_- SUarifNa M= BE �;QUARE AND FLUMB KFORE --itARMS THE IN�jTALL -A'TIGN Of INE MiELU, PANEL W'WRWE EMULID BE CMECKED F.VM 12'-0 TO MSURI: PROPER ALISNW-47. ALL FRAIMS OPMNGS ARE MIGNED FOR FIELD r,=NG INTO SOLID SHEVO SME XND END WALLS". NOTE: 10% OF EACH SIZE OF STORAGE UNIT MUST BE ACCESSIBLE TO THE PHYSICALLY DISABLED, TOTAL NUMBER SIZE H/C ACCESSIBLE NUMBER REQ'D 6 5xi 0 6 i0xio 8 IOX15 5 12X30 6 1 OX20 PROVIDE 1/2" MAXIMUM THRESHOLD AT DOOR. MAXIMUM EFFORT TO OPERATE DOOR IS 8�5 T4:- im ENDWALL ELEVATION,�-b\ S C A L E ,ENDWALL ELEVAMP�N, __4T 11 v 5 0 A L t . . . . . . . . . . . VORR THIS SHEET WM4 THE APPUCABLE DETAILS ON SHEET #29 r. cq cl M z 0 04 0 AP e. P4 0 U I PIN MR JWLL-UP DO k, WWON SY 01�O qj J; j a SIDEWALL 'EM� i��!j 6 MA �q` �Q ow oil Sjo.%EWALL, 4 V Am- N 0 4k L Z wit'll, ep, wil "J 4k, .1i;i. 'lao'L i A& 0% A 0 m PPm n u I 4 GENERAL NOTES; 7 -RW WV,=*N'a AW ffft ARE 114F, RVOONSISIUV'OF ME SIMN40 OWNW OR CAMTRACTOR, 3-M.WiNG %HALL FK CM -FORMED LIGHT WA UET& CONMRWhG TO ASW A443 OWE D eFY- W kxf- PHT K METAL �;VN- 4-400F AW WALL PANEV,� rA" BE COW-WRMW Ll' 04 MMING TO ASTM A446 'GRACE 0 FY- W k3l, PANEL AND TRW SPECIFICATIONSLO 0 WMERS.' ALL ­FAST514ERS APE HEX. KJO 'W(M IWEXIAL WAD' Wk%4WP= A FLAT NEOPRtNE WASHER- 12$1 DRILL POINT TEX SCREW FOR FFMIN(; & PMEL To MAMM21 * #12x(/4 col-14RIP POINT TEX SC, - 410H GIMAPS OF PM EE MAII-S. MA= ICZALM ROOF VANLL SEAUR a $LfM rRU9M VASM Pf(oV6FD AS A STANDARD ON ALL P.90F FAK4 SOMWIS it AT PERIMEW OF RW, C=VRE STRIM. FOAM TYPE CLOSURE MPS ARE MOM ON 4WW * WALL PANELS, CLOSUK !;TRtP a MW CKkU BE INSTALLM WWW4 TOP 4ANX GIT, FAVE GfRift & tMER SIDE OF ROOF PANELCLOSURE 0 W" UHAM BE INSTAUZD SEWEEN MiW FACIE OF THE WALL PANEL MD SASI� TR*A, ROOF PANEL; ROOF PANEL'S ARE TO K ATTAGWO TO " fXM MUT Al M50 VALLEY (IrO.0 00 TO 7W PURLINS AT Wy 01+a VALLV WO -01) WTN 12xi DMLL POINT TEK SCREW.WMAP FASMER;� (8120/4 SI"P POINT TEK CREW) SRALL UE SPAM AT 2,C 0.0,. (#12XI fjRU PMW T% WALL PANELS: SPA04C OF W&L FAVrENERS �7,CRW SHALL BE 7 fxECES ON 0M WOR M 0 TOP At BUMM, AT GIRT ME M ML K A PIECE ON MRY MAJ54 RIB X"MaM FAVIViEW') D11411 13 SPACED OZ 24' =- TRUS. IM", ARE fAaRrATF .D MU 2eM '_qTjMj't'Q COWORMM To A�rM A446 GRADE A. TRW aWl BE FAMMM- 'ro ROOF ANDI(W W41.1, MUS) AT ZC04. SWMARD IRWS ME GA&Z, EAW, 0=4TU ORNER. WWWWOW KASIM (IORNER CAP, �AND CUROW MO. UWIM LU49M IS IV-tr 7K 941m - SECTION OF EAVE MW GABLE TftS �VALL BE FIEW Fff Ao. MCA= el 7W -090- TRIW AT TkZ SUUM MUM WIJL '13E MUM BY ay THE CUROCO LOGO. GUnERS AND DOW4 SPOIMP ARE CPT;OtW. SjJC=.Xr_- SUarifNa M= BE �;QUARE AND FLUMB KFORE --itARMS THE IN�jTALL -A'TIGN Of INE MiELU, PANEL W'WRWE EMULID BE CMECKED F.VM 12'-0 TO MSURI: PROPER ALISNW-47. ALL FRAIMS OPMNGS ARE MIGNED FOR FIELD r,=NG INTO SOLID SHEVO SME XND END WALLS". NOTE: 10% OF EACH SIZE OF STORAGE UNIT MUST BE ACCESSIBLE TO THE PHYSICALLY DISABLED, TOTAL NUMBER SIZE H/C ACCESSIBLE NUMBER REQ'D 6 5xi 0 6 i0xio 8 IOX15 5 12X30 6 1 OX20 PROVIDE 1/2" MAXIMUM THRESHOLD AT DOOR. MAXIMUM EFFORT TO OPERATE DOOR IS 8�5 T4:- im ENDWALL ELEVATION,�-b\ S C A L E ,ENDWALL ELEVAMP�N, __4T 11 v 5 0 A L t . . . . . . . . . . . VORR THIS SHEET WM4 THE APPUCABLE DETAILS ON SHEET #29 r. cq cl M z 0 04 0 AP e. P4 0 U I