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HomeMy WebLinkAbout29043 EL TORO RD_ 02-00000392. 02-00000396 FH CaG NOW SfREaf LIbNf r LAN050APE PARKWAY 20'LAN05GAP6 STRIP �/� T 0 vQ 1\O R O A O 6 If 6 0 A T A EX OY w o 6P�--�------- ---- _ �\ ^� NOW GURD ANO bUff6 — -----R N —'40'4/"N 302.$0' LE '..� POKfION5 Of 6KOVE LOf6 139 ANO 140 IN fORESf NO. 10 Of 6L5INOKE BUGALYPTUS fKAGf, GOOK 6 \, a £ Wo PAGE 75, RIVER510E GOUNtY, GALIfORNIA • - -y - APNr EX15fIN6 MINI-6TOKA6E 377-050-073-4 4 076-9 LAN05GAPE \, - --_1 �L _ RaMOve Ufr'/ICE C'LIL..!lltiG � '� 30" I NEW 6XPAN61ON 377-050-022-6 V FGC SLAB M n .� \S 6181OCK WALL \ ELECT),, I I 1_4� 01A. 60wAR06 o PROPERTY QATA s METE. 24,\ --J IN 6146111 fYP. \ \ STUbCO\GARAGE r,. ............ ........_... ................ - AREA, 43,547 5f 1.00 AGRE 'y 30' bnr6 N -� 2 EX 15f I N6 ANO PROP05E0 ZONE F M 2 EM6R66NGY/ROSfRIGfEO • .� Lam} a " EX15f IN6 USE: AOANOONEO Sf KUGTURB AGGE55 ONLY ALVE`\\ ti.. 1 V e PROP0560 U66s MINI-6TOKA6E EXPANSION V \ .. .. .. \ M rRnSh `� PKO Q P05E0 OEVBI.OPMENT= \ r \ 1bL, L ° I OU I LO I N6 ENGL05URE •.v � ��(�f f1(_.'L ''llvJ t1 ME 5740 5f •ONE STORY* > cns coax.g �_4' 01 A. 001.LAR06 \ \ - W IN 5La6Va5, fYP. LI 5735 5f •ONE STORY• ..... KI 2669 Sf •ONE STORY+ �wAv v'•y N N �c C t JE 6270 5f +ONE 5TOKY+ ------. --�--------------------�------- a .. T - ... \.......... x Q`� 9GN GA I If 1645 5f +ONE STORY+ fOfAL: 24479 5f A55UM60 PROPERTY LIN65 fOK 503 GOMPLIANGae . . Jfl;ilJ✓/ vlid NUMOER Of UNIfSs 136 v vA'\. '•v 't_4' 01A. 6014.AR06 V s L„ v �, Kti•� iN 66EOVE6, fYP. �..., i N 0 EW R ti k,0 PA KI 6E N N SPADES, U5E EX15t NG �` ! "Move LAN05GAPIN6E NO ON51f6j LAN05GAPE eKONTA6E N. 6•BLOCK WALL Of EL fOKO RO O -��y �L GOWKUGT I ON TYPE 1 1 1 -N \ IDLO6 J g Nc 4 CONSTRUCTION TYPE: II-N OCCUPANCY: S-1 N 96'33' OGGUPANGY: 6- 1 _. g5"YI" T4.74', eb 0 ALLOWABLE AREA PER TABLE 5-13 12,000 SF BUILDINGS 'M' AND 'L' ��� ft,OG' I nv.rc, sic 5740 SF + 5735 SF = 11,475 SF < 12,000 SF W J APPLIGANT= /L i'Vb LAKE BLS I NORE SELF 5TOKA6E y — G/O BUILDINGS 'K', 'I' AND EAST END OF 'J' F L_ �L THE OARRY COMPANY, LLG 2889 SF + 3500 SF + 1845 SF 16152 6TKAffORO GIKGLE NOW WALL f0 M. v VILLA PARK, GAL I PORN I A 92661-1 14 = 8,234 SF < 12,000 SF OX15f INb WALLS" 22� _. � �} GONTAGfs f6KKANGE OAKKY, 714-633-5012 WEST END OF BUILDING - --- - - - { 4770 SF = 11,475 SF < 12,000 SF HEADERS SHALL BE FIRE RATED AT THE NORTH y SIDE OF BUILDING 'K' AND THE WEST WALLS OF 2 3q BUILDING 'K', 'L', AND 'M' -.... r ..:.Y e I i 57 OP/Jf !YLIZ/)I,NJ „J,r ..,fR rER 30, Z ire 74 d. N 96 AI5 W /9,x15T 15 SCOTTF AZEKAS tf jU4W,:F. SIT6 v ie Lr JL,IAI b ivC a 1 ese plans ha�a""e c A ./I` 74 B 6 4�• 'fie a pllcable codes and or� ' e R510 e / h reby granted to Issue a budtlmB pmniii Pmimi RIVE y a a proval by all applicable G'ly.gentles. a i ¢ 7 e leauanoe or graming o1 a permll based a proval pt theS. planb.Call not f Gen the PlllI l V I G I N I TY MAP rmlt or approve any,viola,,,I ofesumetl/loc9 ----------------------------------------------------------------- -•—•--------------- codes or ordinance. No perm' Pr fMOMA5 DROS.r CI, MAP 666 aulhorlty to violate or cancel the prov"' 's of s codes shall be valid. GO[I. I AVfMfi APN: 377-050-022-8 2 SKY VIEW DRIVE LAKE ELS I NORE SELF STORAGE SCM= 30LE: G ma.a COL TON, TON. CA 92324 - - � ASSOCIATES 1 No.2"Do • _ SITE PLAN A —1 CIVIL , 29043 EL TORO ROAD P Q � ' SHEET sDOu�LAS L. GOODMAN DATE CASE No. I 2001-04 5MARK PPR LAKE ELSINORE. CALIFORNIA —SHEETS 3-31-2006 AT A. 66WAI, NOT66 0. MA60NKY FRAMING I. THE CONTRACTOR 5HALL VERIFY ALL OIMEN510N5 ANO GONOITION6 AT fHE SITE. I. MASONRY UNITS 5HALL Of &KAOE A LI&HfWEI&Hf UNITS, EXGLPf 5LUMP5fON6, 1. LL fRAMIN& 5HALL Of 2X4 6TU05 ! 16. OG INTERIOR WALL5 ANO 2X6 5fU GONfORMIN& TO ASTM G-90. MA60NRY UNITS 5HALL 66 PROPERLY GUREO OEfOR6 EXf6R R WALL5> UNL655 NOfOO OfHOKW156 ON P1,AN5. 2. ANY 0150REPANGI66 5HALL OL OROU&Hf TO fHE AffENTION Of THE LN&INOOK U51N&. fM • 1500 P51. O6fOR6 PROGOOOIN& WITH ANY R6LATOO WORK. 2. SILL LAfOS Of ALL WALL5 5HALL 06 ANGHORLO PER SGGf. 36 Of 6TRU URAL 2. MORTAR SHALL Of ONE PART CEMENT, THREE PARTS 5AN0 ANO 1/4 FART LIMO NOT66 OR Of PINNEO ! 40. OG MINIMUM U.M.O. 3. ALL WORKMANSHIP ANO MATERIALS 5HALL CONFORM TO TH6 1994 UNIfOKM PUTTY OY VOLUMO Of GEMONT ANO 5HALL CONFORM TO ASfM C-270. WAFER SHAW OUILOINb COO(- ANO/OR ANY LOCAL OROINANC06. OE MINIMUM R60UIKOO fOK WOKKIN& GON5IBTLNCY. 3. OOUOLE P PLAf6 WITH MINIMUM 40• LAP 5P1,I6E ANO 2-160 ! 16 C LAP. 4. ALL A5TM 0061&NAfION6 SHALL 0G AS AMONPOO TO OAT$. 3. &FOUf 5HALL OE ONE PART GLMLNT, THROE PARTS 5ANO TO WHICH MAY Of 4. OOUOLL TRI ORO REOUIROP UNOLR OOAM% WHICH OXCOOO 5-INGH NbfH. AOOEO NOT MORE THAN 1/10 PART LIMEI TWO PARTS PGA &RAVEL WIfHA MINIMUM 5. 501L 15 6ILTY/5ANO LOW EXPANSIVE PLR 501L5 REPORT. COMPR6S51V6 %fR6N&fN 0f 2000 P51 AT 26 OAY5. &ROUT SHALL 06 Of fLU10 5. ALL OXf6RIOR "0 ANO MAIN CR055-%fUO PARTITIONS 5HALL 06 6RAGOO AT GON515f6NGY WITH A MAXIMUM Llff Of 40 INGHES UNL655 GLEANOUT% ARE U5E0. EACH ENO, 09 AS NO A5 P055161,E ANO Af LLA5f EVLRY 25. Of L6N&TH WITH &ROUTIN& MUST NOT 00 OON6 fHKOUbH fHE OONO OEAM 5f(-LL. bROUf 50LI0 ALL 61fH(,R A IX4 GONEIN US OIA&ONAL L6f-IN ORAGE OR EOUAL A AN AN&L(- Of Ai• G I T`W O p y DELLS OELOW FINISH fL00R, GELLS GONTAININ& RLINfOKGIN& STOOL 09 00Lf5 OR MORO THAN 60 OR LE55 HEN 45 FROM fH6 HORIZONTAL. VV J V 1�1� ANCHORS. METAL LATH fOKMS 5HALL OL U5E0 A OOffOM5 Of GtLL5 TO 06 fILLLO TOR LMOLNMLNf Of HORIZONTAL 5ftEL> ANCHORS OR OOL45. 6. PROVIDE 2X 50L10 OL KIN& AT ALL EN05 Of JOI 6f5 0 RAfftRS ANO AT ALL 1. ALL OAGKfILL 5HALL 60 GOMPACTOO TO A MINIMUM Of 90% Of MAXIMUM 0ON61TY OEAKINb POINTS. OR AS OIROGf G0 OY fHE SOILS EN&INOOK. 4. ROINfORGIN& 5f66L 5HALL GONOORM TO ASfM A-615 &RAOO 40 ANO OE OEPORM60. RLINf ORGINb 5fLEL 5HALL OE LAPPED A MINIMUM Of 40 DIAMETERS OR 7. RAff6R5 5HALL Of PRAM60 IR6GfLY OPPO%If6 6AG OTHER A5 RIP&f6 ANO 2. ALL WATER 5HALL O6 KOMOV60 fROM fOUNOATION 6XGAVAf ION% PRIOR TO 24 INGH65. RLINfORGIN& %FEEL 5HALL Of 56CUR0LY H6 L0 IN PLAG6 OLfPRO HIPS. RID&OS ANO HIP RAPTER 5HALL 06 ONO NOMI L SIZE WIDER THAN RAff6R5 FLAOIN& Of GONGR6ft. &ROUTINb. PROVIOGE OOWELS IN 5LA0 WHO96 G6LL5 AR6 TO OL RLINfORGEO. OR AT L6A5f A5 6106 A5 TH6 GUT ONO Of fH6 RAff . 3. fH6 OOffOM Of fOOf INb5 5HALL Of PLAGOO 10. OEL LE OW fHE LOW65f AOJAGENf E• M T A O. OOUO fLOOR JOISTS UNDERAl, PARALLEL A P fIf IONS. &rAO6. 9. PROVIDE P05f5 OR OUILf-UP MUM66 UNO ALL 66AMS OR MULTIPLE 4. POOfIN&O AR6 0651bN60 FOR AN ALLOWAOLE OOARIN& VALUE Of 1500 P5f TOR 1. STRUCTURAL 5f66L 5HALL GONPORM TO ASTM A-36. HORIZONTAL MEM06R5. WIOfH Of POT TO E LEAST THAT Of OOAM. 150LAT60 f00fINb5 ANO 1500 P5f fOR CONTINUOUS fOOTIN&O IN AGCOROANGL WITH 5011,6 INVOOTI&AfION PLR OELOW. 2. PIPL COLUMNS 5HALL GONfORM f0 ASfM A-53 bRAOE O. 10. NAILINb 5CH60ULE- 5. FOOTINb5 5HAI4. GEAR ON NATURAL UNOIOTUR660 EARTH OR EN6I1,166RE0 fILL IN 3. 601.46 5HALL GONfORM TO A5TM A-307. HOLES 5HALL 06 1/16 LARbER THAN GONNOGTION NAILIN& AGGOKOANG6 WITH SOILS R6POP.f PROPAR60 OY 501L5 50UTHWESf ING., PKOJEGT COLTS. NO. 90024f> OATEO MARCH O> 1990, RG6 •31706. I. J015f TO 51" OR 0KOER, TO AIL 3-60 4. ALL W6LOIN& 5HALL Of CONE OY 6L6GTRIC ARG FKOG056 WITH THO USE Of G. G 0 N G R E Tti TH6REOL4GfR5H ALLAOERNOUFRELO W61.4OIN(I&PERFORM60OfOKMEO OY CERTlf160 WLLOOKO. 2. TOP PLATE f0 5fUO, ONO N 1, 2-160 1 . I. CONCRETE 5HALL HAVE THE fOLLOWINb 26 PAY MINIMUM COMPRESSIVE 5. STEEL 5fU0 fRAMINb 5HALL OL ROLL fROM60. %GREW TYPE A5 SHOWN ON fH6 3. 5TU0 TO 506E PLAf6, TO AIL 4-69 5fKON6,1H- 51,A05 ON &RAO$ ANO fOOfIN&O - 2500 P61 WITH 4 INCH %LUMP PLAN5 GONEORMIN& TO A5fM A-446 &RA06 A) fY • 33,000 P51 HOT OIPPLO 4. OOUOLt 6TUO5, fAG6 IL 160 ! 24' OC &ALVANIZEO 5f6LL. TRAGIC, TOP ANO 00TTOM TO MATCH 5TUO WIOTH ANO bAUb6. 2. GEMENf 5HALL GONFORM f0 ASTM G-150/ OOTTOM fKAGK f0 0E PASfONEO WITH POW06R ORIVtN PINS AT 24 INGH65 ON 5. OOUOLtO TOP PLATE , fAG6 NAIL 169 0 16' OG CENTER OR AS NOTEO ON THE PLANS. PROVIDE ORIO&1N6� OLOCK.1% ANO 3. 661-ORO GONGRtft 15 FOUKOO, CHOCK WITH ALL TRADES f0 IN5UR6 PROPOOR %TRAPPINb A5 REOUIR60 OY APPROVAL OR A5 SHOWN ON fHL PLAN . fA5TEN 6. TOP PLAft5, LAP 4 INfOK6fCf10N5, fAG6 NAIL 2-160 PLAC6MONT Of ALL OPONIN&S� SL6EV06� GONGUIT5, GUROS� OfG. RLLATLO TO fH6 5TU05 A5 PER GOO$ APPROVAL. WORK. 5LOOV66 TO 50 2 INGH65 LAR&OK THAN PIP(-. 7. CONTINUOUS H A06R, TWO P16005 160 ! 16' 0G EA E066 4. ALL ANCHOR 001,45i OOWELS OR IN60RTO SHALL 06 56GURELY fILO IN PLAGE fG. I.0 M 0 E K O. G61LI1,16 JO 5f f0 PLAf6, fOLNAIL 3-69 06fORE GONGKOT6 15 POUKOO. 1. ALL %TRUCTURAL I.UMO6R 5HALL OE &RA 06 MARK(-0 ANO GONf9OM TO THE 9. GLILINb JOIOT5> LAP5 OVER PARTITIONS 3 160 5. REINfORG1N& 5f66L 5HALL GONfORM TO ASTM A-615 &KA06 40 ANO 0E &RA01Nb RULES OF TH(- W65f GOA5f LUMOLR IN5P6GT ION OUREAU. THE OOfORM60 OXCOPT fOR NO. 2 WHICH MAY 0E SMOOTH. WIRE M65H 5HALL GONPOKM fOLLOWINb bRAOt% ANO 6PECI66 APPLY UNLE55 NOT EO 0TH6KWIOO 10. GEILI JOIST fO PARALLEL KAfTORS, fAC6 NAIL 3-1 f0 ASTM A-165 OR A-497 ANO 5HALL 06 LAPP60 ONO fULL M65H PLUS 2 INGH06. REINfORGIN& 5T6E1, 5HALL 0E LAPPED A MINIMUM Of 30 OIAM0f6R% OR 24 INGH65. MU051LL PRESSURE fKOAfEO OOUbLA% fIR OR HEM FIR 11. RAO R f0 PLAT6, f06NAiL 3-80 6fU05 5TUO &KAOL OOU&OAS FIR UNL655 NOT60 6. ALL BARS SHALL BE FREE fROM RUST, &ROA66 OR OTHLR MATERIALS LIKELY TO OfHERWISE 12. 1 L6f-IN ORA06 TO 5TUO 4 FLATE, fAG6 NAIL 2-60 IMPAIR OONO. PLAf6 6fANOAR0 bRAOE MOM fIR RAff6R5 ANO JOISTS NO. 2 OOU&LA% fIR 13. OUILf-UP GORNER 5fU05 160 ! 24' 0 7. ALL DON06 5HALL Of MA06 00L0. OEAM5 ANO FOOTS 4X - NO. 2 OOU&LAB FIR 6X - NO. 1 OOU6,LA5 FIR O. REINfOKGINb 511`66L 5HALL HAVE THE FOLLOWIN& MINIMUM GOVOR- Off. NAILS TO Of GOMMON OR SOX GASf A&AIN5f ANO PORMAN61,111,Y OXV060P TO 6AKfH - 3 INCHES 2. MAXIMUM MOISTURE GONTENT AT TIME Of INSTALLATION 5HALL 06 19% _ fOKMEO ANO OXF0009 TO 6AKfH OR WOATH6K - 2 INGH(-% COLUMNS ANO 06AM5 - 1 1/2 INGH65 3. ALL HORIZONTAL fRAMINb 5HALL Of GROWNEO UP. WALL 6 G N E 0 Ul.E STRUCTURAL 5LA05 A00VL &RACE - 3/4 INGH 4 ^ . PLYW000 FLOOR 5NEATHIN6 5HA 0E 5/O• f4b> P.I. 32/16 APPLIED fAGE &RAIN [/� 9. ANCHOR 00LT5 5HALL 0(- A MINIMUM Of 1/2 INCH OIAM6fOR %PAGO9 A MAXIMUM PERP6NOIGULAR TO 6UPPOKf5. LL SEE RIOROOf PLAN5 Of 6 066f ON GONfOR ANO 12 INGH65 FROM ON06 UNLE55 OTHORWIOO NOTOO. 00LT% 5HALL 0E 6M060060 A MINIMUM Of 4 INGH65. 5. PLYW000 ROOF 5H6ATHIN6 5HALL Of 1/2' P.I. 24/0 WITH LXTOKIOR bLUE ANO x• :'. -'e`'"�l�l APPLIED POKPONOIGULAR TO SUPPORTS. -� _. r.-d'n N Y FLOUESTS OKAWING INDEX 6H66f OKAWIN& I A-I SITE PLAN 2 A-2 66NERAL NOf65 3 A-3 fL009 PLAN5 4 A-4 ELEVATIONS 5 A-5 61,EVAf IONS zut i<� I 6-I tL6GfRIGAL PLAN SEE PLAN5 OY R10ROOf fOK ALL STRUCTURAL ORAWIN&S I U-1 fIRG PKOTEGTION 4 UfILIf165 PLAN •SEPARATE PLAN• I G-1 &KA01N6, PLAN5 -SEPARATE PLAN5• C-2 OLMOLIfION PLAN 1 1.1-1 LANOSGAPE PLAN •5EPARAft PLAN- G a]=- .n COLTONKYCAIE92324VE LAKE ELS I NORE SELF STORAGE aa�Ew,7 SCALE: MASSOC I ATES (909) 924-2775 - N/A N•.285� - GENERAL NOTES ;1V;`,�°�,� 29043 EL TORO ROAD _ - f OF CAU�Q RCE128nnilai/AS L. 3-31-2GOODMAN D" LAKE ELSINORE, CALIFORNIA CASE No. I 2001-04 SHEET- F RCE 28500. 3-31-2006 MARK REVISIONS BY APPR. DATE rflOK 0' SfONf VENEERKGOLUMN6 5EE ELEVAf I ONS, TYP 1921_6 1 — 0. rs 11 °'F 0-0' 14'-D' 10'-0' f PIGAL OlME1,51ONO 10'-0' 12'-0' 121-0' 12'-0' 12'-0' v r o fY100 P 1YP i o fYP D'-D'�D'-4\�IO-0. CI0-01 � 10'-0' TYPIGAL OIM£N51ON5 fYP fYP 'fYP 10'-6' \O.\ \ ` I'-4' fYP I' fYP ' ' fYP \ 6''T' 183 I I o 2 -0 10'-4• IQ OU I LD I N& M 6' D '_ n v � � / . 157 4 / \ 10 \\ '�� -D'r1 0'-0 it rr S rs SAME 01 MEN51 ON5 A5 OPP051 fE 6196 r 10 9 00 �s 10 �v o w °'-o' YPI AL OIMEN ION5 °'-0' r o TYP 1 GAL UN If e 1 z05 03 OU I LD I N& J fYP 0 -0. ® lrYo 5YM001. W I pTH DEPTH NUM6EP \ 1 0 r \ e'-� 6' 1 r/ Q 10'-0" 30'-0" 12 F lo' o' v' ` "rvP`lo' D� 1 Q y fYPIGAL, 01MEN51ON5 O2 12'-0" 30'-0" 4 O \ I'-4' fYP 1 25'- 1 1 /2" I'rP -4' 0 8'-0" 20'-0" 30 10 v v� 63' r ® 10'-0" 10'-0" -0' I' 17 10 =; 31-4-1' . 7'- OU I LO I NCB L � / 2' fYP 4' 0 10'-0" 15'-0" 7 ri,z,ryr rr rr'it ri rr�ri r r © 10'-0" 18'-0" 6 rp, 10 9'-0• 4' fvP 96, n r�,�p• ® ® ® o - - / 0 5'-0" 10'-0" 24 7'-4,r , r10'-O�rD'-D�f SAME DIMENSIONS A5 OPP051fE 510E r 8,_0„ O I0'-0" 32'-0" 2 O r \ ff to lo'-o° 20'-0° 20 � '` 10 °-°• N 5 5 5 5 5 5 5 I I 12,-0° 20'-0" 2 2-HOUR AREA 5£PAKATION ?. / 1fYP• N fYPIG L OI £N5I0 5 10'-0' 0'-0'r6 Mr o qr GONG DLOGK WALL �\F', I Q ° -O. o `} h A '1 -f 0 I RPEGUI.Af� 5 I ZE I 0 p� °'-°'� 1rv'v ,y TOTAL. 138 r 72'-7 n A 10'-0' r,bfYP it TYP I GAL 01 MEN51 ON5 b YP r1 0'-D' / I'-4• 72' -8n TV fYP 7 " IDU I LD I NCB K �9s.\ / ri 0 0�/6' 6'//6'-6'rr5-6 WALL. L 61M OU I L V I N& I 5YM001- WALL UGf O DXDX16 GONG GONGREfE LOGK INTERIOR NON-DEAKIN6 PAKT M ON3 WAI 6HEEf6 PER ROOF MANUFAGfURER ALL ROOMS TO 0E KfNTI✓0 flOK 6fOKAGE rJPAGf, v DXDX16 GONGRE DLOGK PIER55 METAL ROLL-UP DOORS ANO MEfAI OpOK HEADER PER DOOR MANUFAGfURER ALL 000K6 AKI✓ METAL KOLA,-UP 000K6 G clma.a COLTONKY A`E92324YE - LAKE ELS I NORE SELF STORAGE I/16m= Z (9091 824-2775 �6- 1 � ASSOCIATES _ za5� FLOOR PLANS A -3 �. 29043 EL TORO ROAD J?�r r%, ,��� 1Mr =. SHEET_ 3_OF F OF c�u�°e 'RC RCE'Us E. ODOOMAN DaTE LAKE ELSINORE. CALIFORNIA CASE No. I 2001-04 5 SHEETS 28500. 3-31-2006 MARK REVISIONS BY APPR. DATE -- - METAL HEAP PER POOR MPK AN&LE POINT TYPICAL Ion 0 o - OPEN TO HALLWAY METAL ROLL-UP POOR TYPICAL OXOX16 GONG OLOGK PIER 6XOX24 GONG OLOGK PIER fYPIGAL fYPICAL, OPEN TO HALLWAY OW ANO NOMOAOf 014W I ON PRE-GAST PILASTER GAP TYP 6XO%16 26 bA b.I. fL LINTEL OEAM A5HIN& GONG OLOGK 26 &A &.1. fLA5HIN6, PER OEfAIL 12, 5-4 o r w p 2[ c oa p O OI-- --- - - - - - - - - - - - TWO ROW OANP Of 6XOX16 GONG OLOGK PIER L METAL ROLL-UP POOR tW0 ROW 0AN0 Of, fIEL05tONf VENEER SPLIT PAGE OLOGK tYPIGAL, TV?IGAL, SPLIT PAGE 010GK 0X6X16 GONG OLOGK NORTHWEST BI.0VAt I ON 50UTHWOOf OL,0VAt I ON 50MOAOT E1.6VAt I ON OU I L-.- O I N & " J " 1 ,1. a - r .�:oi,� - - r.Cc' 'TS OXOX 16 GONG OLOGK NORTHOAST OL4VAT I ON TWO ROW OANP Of COMMON WALL BETWEEN OLPb 'I ANP 'J' OXOX16 51?LIT fAGE OLOGK NOT V15101,4 SONG 6.OrK — 26 &A b.1. fLA6HIN& IN'r26 6A 6.1. fLA5HIN6 PER PEfAIL 12, 5-4 o DXO%16 GONG OLOGK PIER — ME1A1. ROW-UP POOR fYPIGAL, TYPICAL OXOX16 00N0 0101K Wt;St 61.EVAT I ON 60Ut fW E1.6VAT I ON SOUTHWEST 614VA'f I ON OU I LeQ I N & " 1 " G dma.n CO�TONKYCA'E92324 - - ----- --- - LAKE ELS I NORE SELF STORAGE SCALE: ASSOCIATES (909) eta—zTTs ELEVATIONS* No.28500 , A -4 ./ CIVIL -5 29043 EL TORO ROAD SHEET-4—OF OF w °" Doug 0. GOODMA0 DATE LAKE ELS I NORE, CALIFORNIA CASE No. I 2001-04 rJ SHEETS RCE 9500. 3-31-2006 MARK REVISIONS BY APPR. DATE P18L05TON6 VENEER) EVERY 20' OG TYP IGAL, ON 5TK66T PRONTAGE 26 bA 6.1 f-ASHINb PRE-GASP PILASTER GAP - TYP GONG 61,4GK LINTEL OEAM 26 bA b.l. fLA5HINb PER OEfAIL 12, 5-4 w o w Y. 0 P O P rWO KOW 6ANO Or- —� 6XbX16 GONG BLOGK PIER R t MEtAL KOLL-UP POOR NORTHWEST ELEVATION NORTHEA�J'T ELEVATION 5PL I r PAGE OLOGK fYPILOOUT OW ELEVAT I ONfYPILAL 6X6X16 GONG OLOGKX L METAL HEAD PER OOOK MPK TYPIGAL im 0 0 c EE o 0 2\ I — 0 I` n I'MI'd d d MI'l METAL 901-L-UP POOR 6XOX16 GONG OLOGK PIER TYPIGAL, TYPIGAL, SOUTHWEST ELEVATION DXOX24 GONGPIGAL GK PIER � UI �DINC� " M " METAL NEAO PER ODOR MPK TYP IGAL y 0 2 0 6X6X16 GONG 6LOGK PIER L M6TAI, ROLL-UP ODOR TYP I GAL NORTHEAST ELEVATION TYP I GAL 8X8X16 Dxox16 26 bA b.l. fLASHINb GONG OLOGK OEG 26 bA 6.1. fLA5HINb LTEL O INEAM METAL HEAO PER OOOK MPR INTE AM PER PEfAIL 12, 5-4 rYPIGAL, PER PfTAIL 12, 5-4 o m .0 o o .0 O METAL ROLL-UP OOOK 8XOXI6 GONG OLOGK PIER L- METAL ROLL-UP DOOR TYPILAL TYPILAL NORTHWEST ELEVATION METAL YPLI GAL OOOK SOUTHWEST ELEVATION 6XbX 16 GONG 6L4GK P I ER SOUTHEAST ELEVATION TYPIGAL OU I L..,Q I N & wR 4 ,,r_ METAL HEAO PER GOOK MPK TYPIGAL, 0 6X6X16 GONG 6L6`GK PIER L METAL ROLL-UP OOOR tYPIGAL, TYP IGAL, NORTHOW fLf'VA'1 ION bxbx16 26 bA b.1. fLA5NINb 26 bA b.I rt A5HIN6 GONG OLOGK LINTEL OEAM PER OE TAIL 12, 5-4 w � o o w o c p ' p METAL ROLL-UP POOR 6XOX16 GONG BLOGK PIER—'- L-METAL ROLL-UP POOR TYP IGAL, TYPILAL NORTHWEST ELEVATION SOUTHWEST ELEVATION SOUTHEAST ELEVATION bUlL..- PIN & " K " G dma.n COLTONKYCAIE92324VE LAKE ELS I NORE SELF STORAGE , SCALE: N..z,500 ASSOCIATES f9091 824-2775 flDATE ELEVATIONS CIVIL29043 EL TORO ROAD _ _ur cr��� DOUGK L. GOODMAN LAKE ELSINORE. CALIFORNIA CASE No. I 2001-04 SETSH5 T sRCE. 8500. 3-31-2006 MARK REVISIONS BY AP USE 1 2X OLOGK FOR 0 /O, 5fONE VENEER GOWMNS SEE ELEVATIONS, TYP 192'-6" o ���S,, � �.•� lo'-°' �O. 10'-0' f PIGAL OIME IONS 10'-0' 12'-0' 12'-0' fYP fYP i o T O,-0, fYP \ %/ p, 10'-0' 101-01 TYPIGAL OIMENSION6 I ` fYP , , fYP I fYP , 10'-e' 11-41 fYP O'r`� �, \ 6'-7 _ -- - I83i_ I I-�---------- - - 21-0. fio 4 \ I 0 -0 1 N& M 11-il Ty? 6 I'57 -4" - '-e• 1 I � I r /c 139, \\ /e' e'r10' Oar ,rr , /� SAME 01MEN51ON5 A6 OPP051ff �10ELT r lS. �Fq o O -O �9 ` 1s o w e'-0' YP I AL OI MBN I ON5 0' 0' o \ 0 U I V V 1 N & V o fYP r 1fYP• w 1010, e' e i - -.. .-----..---- i/ \, > LI�GTK I GAL I.EG> ND ��� ..............._ _ - \ lo'-o• �• 6'-q� ; �6 1 YP10'-e�12 fHHN WIRE fYP, tYPIGAL OIMBN51ON5 i rr 1'-6' ` ,-` fYP \ .. -------- ---- I \ 1'-4• fYP 1 25'- 1 1 /2� 1' 4' 5YM00L 065GK I Pt I ON �`'•o. i e°'-2 / 3' 9 1/2• i fvv -V ONE LAMP FLOUR. FIXTURE �U I �0 I NCa EXIT/6M6RG6NGY L I GHt D, 2' 0 1' 4' fYP 7' 4' •r rf�'�/fir /i /r'rr ri rr'ri '�r r � 101-0' e'-e• e'-e' e'-e' 12'- r/ o IOOW HP5 WALLPAGK FIXTUK6 O, 9'-0• 1 9' 1'-4' fYP , _ " ----- r� / 98 0 / UN06RGROUNO GONOUIt r10' 0"/e' e�f SAME 0IMEN510N5 A5 OPPOSITE 510E r NOT E9= EX /EMERGENCY LI bHfS i \ / I . POWER 10 NEW 5U0-PANEL WILL GOM6 FROM EX 1ST I NG 70 AMP \� i e'-e _______ 6L6GfK I GAL PANEL ON OU I LO I NG "6" . \', - ----i-->+fry o �, lo' o• _ rvvlc L o1 BNSIo 5 0' o• o' 0,0 a/Fla" `• + ° ` far i ____ r Cf F O'-0• -STS O 2. ALL 6XT6KIOK WALLPAGK FIXtUK65 WILL 06 ON A tIM6K LOGAt60 fYP 06510E TH6 5U0-PANEL. \ 30 AMP 6UO-0ANBL •e fHHN WIRE / 72'-7" 101-01 r,/°' err i 6'_6i / 3. ALL OR6AK6R5 SHALL NAVE A A. I .G. KAt I NG OF 10>000 OR LARGER. \ ,/ fYP fYPIGAL 01MBN5ION5 fYP 10'-e' „L,r \ 'fO BX15f 70 AMP 31_4. / /..I n'.S;:M1.. IA I:S,INC. PANEL ON OLO& E I' 4' 72'-6" 1 4' 4. 5U0 PANEL 51 Z6 SHALL 06 30 AMP) 220 V WITH A GROUNO R00 A5 fvv fvv r nTr. ; A GROUNDING MEANS. \ b U I V I�0 I N& N 5. PANEL 5GH60UL6 A5 FOLLOWS: I - 15 AMP GIRGUIt >%OR INt6RI0R HALL LIGH15 94', r y ELECTRICAL LOAD CALC "g;­ ;, 1 -20 AMP G I KGU 1 T FOR EXTERIOR 56GUK I fY L I GHTS 10' 0• e'-e e• e' e _ r/ /� // DECR I PT I ON VOLTS MPS NI SF PERTUNIT VO VOLAMPI TOTAL /1 I'-4I LT AMPS fYP 6. GONOUIf6 SHALL 06 OUK160 24" UN06RGROUNO 6XG6Pt UNOER 42' -9" 120V MULTI OUTLET CIRCUITS GONGR6T6 WHIGH WILL 66 OUK160 MINIMUM OF 6" . OI I I I 0 11�1 /_ 1 GEN LTG @ 3 W P.S.F. 120 V 20 A 750 3 2250 [J V 1/ 1/ ��J(? GENERAL OUTLETS 0 0 0 0 0 I. I N6 O I A6KAM OF NfW fk fEGTK I GAL. SUB—TOTAL 2250 W FIRST 10.000 VA@ 100% 2250 W 30 AMP BALANCE VA @ 40% 0 5U0-PANEL, 1 - 15 AMP GIKGUIt FOR TOTAL V—A 2250 AT 230 V = 9.78 AMPS I NT6K I OK HALL L 1 6HT5 A-SOURCE ELECTRIC — - - - LAKE ELS I NORE SELF STORAGE sC6ME:,, I -20 AMP G I RGU I t FOR STATE LIC. tt612440 EXTERIOR 56GUR I tY L 16Ht5 909-698-6573 ELECTRICAL PLAN E -1 oR I V I N - iC ����' . ''l v > zoo 29043 EL TORO ROAD SHEET-__1 of GROUNO R00 ROBERT ST. JEAN DATE LAKE ELSINORE, CALIFORNIA CASE No. I 2001-04 1 SHEETS MARK REVISIONS BY APPR. DATE m LLC:LNLi - - T.D.D. 10 '!- DESIGNED PP PONY POST WFF WIDE FLANGE. BEAM N.F.O.' NORM{ PACE OF • PC POST/PURUN CONNECTION "L T.C. TUBE COLUMN S.F.O.: SOUTH FACE OF • T.O.M, TOP OF MASONRY P.C. PIPE COLUMN F.F.O. EAST FACE. OF T.O.S. TOP OF STEEL T.B. •'T' BEAM W.F.O- WEST FACE OF T.O.B. TOP OF BOLT C.L. CENTER LINE Z C CONCRETE T.O,BM. TOP OF BEAM RA RAKE ANGLE O M. MASONRY T,O.L. TOP or LEDGER A.F.F. ABOVE FINISH FLOOR S. STEEL T.U.C. TOP OF CONCRETE B.F.F. BELOW FINISH FLOOR = COL COLUMN FF FINISH FLOOR D.J. DOOR JAMB u • = W. WALL PB PIER BASE LF. INFILL STUD 1-3 CORNER TRACK HJ J" HORIZONTAL GIRT E.5 EAVE STRUT o I-2 "J" TRACK HO "C" HORIZONTAI. GIRT RA BASE ANGLE " "' EL -"°"' - C POST EWPH END WALL PURLIN HANGER A.B. ANCHOR BOLT•' A rR%BM REAM L LEDGER O.C. ON CENTER 'IwN J00t P ROOF PLIRLIN LG LEDGER W/ GUSSET PLATES MR MACHINE BOLT.n ,., „r '^ y,,.. ., ® ® H HEADER "C" Tl TOP TRACI, LIT BOTTOM TRACK F.O.M. FACE. Ol MASUNR, F.O.S. FACE OF 5TEEL US DRAGSTURT ,i ,t . m [ifrAWLNC;. .SHED_SCHEDULE .-- -- a, , ,:-. , SHT of r.ovER Z 1 n - 'A ,HI 02 BLUG. I FOUNU.,PARI„ROOF FLAN 0 .>, :..a ,...✓ ..:, .. ..« 0 ,H1 03 Ell DC,. J FOUNDA110N PLAN LFl N SHT 04 BLOCS. J PARTITION FLAN 0 SHT 05 BLDG. J ROOF FRAMING PLAN r, 9 Ar"19WLAKE L N SHT OE, BLDG. L FOUNDATION PLAN SETT 07 Bl.DG. L PARTITION PLAN z 111 UY ULUU. L PAR1.,RUCIF PLAN e 1;: ... SiIf UU BLDG. M fYIUNDAIIUIJ FlLAIJ " w ;IHI 10 ULDG. M I'Aki,hL.i1f' I=LAK1 at ill M- o!Ul M W U o O Z N SHT TI TRANSVERSE SECTIONS BLOGS. C) 0 U O~ N 0 N LL Owen I,.I,K,L,M �"' Q1 0 (r SHT (l MASONRY DETAILS 2 m &(A 0 Sh1T D1 DETAILS $IiT 03 OLIAILS ? "a 0 3 4 O' LY i SHT D2 DETAILS SHT D4 DETAILS W to X N i n w o ' VJ O FY 1 in in z I. A N(.)1 E. ' ( Type II-N Construction / Occupancy Group S 1 a0_I N C, wz zo � ao GENERAL NOTES ON SITE SIORAGt, EXPANSION AI•J( II SINL,CiUhAL SU_LL e_1,w 0� n(L C)IL 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS WITH ARCHITECTURAL. 1. WHILE SIDING, PARTITION RIB ROOF PANELS ART. Ull tdl:, 1114 'dlf AWAITING 1. [r.PANSIONS ANCIurIt. IIAL.L [it "nun iJI n" OR APPROVED EQUAL (ICUO ER 1. USE ASTM A-36 STRUCTURAL STEEL FABRICATION AND ERECTION OF STRUCTURAL N h DRAWINGS. REPORT ANY DISCREPANCIES TO STRUCTURAL ENGINEERING PRIOR TO INSTALLATION, THE PANELS MUST BE S1ORF:U AT A !,L(ill 1" I'I+I VFNI F`ONUIN(: OR 4627). S1EEl SHALT. CONFORM TO AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND .. ...__.:,..;. ... _._ PROCEEDING WITH WORK. STANDING WATER FROM ACCUMULATING AND CAUSIN(- :ills,1"III r1I !)XIDAIION OF THE EREC11014 OF STRUCTURAL STEEL FOR BUILDINGS. n PANELS. BE AWARE OF THE PROTEVION INSTRUGpJN'., hAt nRl NOTED ON ALL 2. INSIALIAIION ANO MIr111,114.4 EMN IIM1111 >HAH UI: IN ACCORDANCE: WITH m O 00 Ci 2. STRUCTURAL SYSTEMS AND COMPONENTS DESIGN SHALL FOLLOW 1997 UNIFORM BUNDLES. SPECIFICATIONS OR A'• :PI CIFIL N '1 11PAWING". WHICH EVER IS GREATER. 2. WELDING SHALL BE DONE BY CERTIFIED WELDERS PER A.W.S. REQUIREMENTS. USE (� m TOZ C', N� BUILDING CODE. AWS A5.1 OR A5.5 E70Xx SERIES ELECTRODES. UNLESS NOTED OTHERWISE. THE U I Q1 1 N m REINFORCED CONCRETE. 3. WHERE: ANCHOR HOL I At'[ :d I Ill Mn';ONR1 WALLS, FILL BLOCK CELLS WITH ENGINEER OF RECORD MAY REQUEST IJON DESTRUCTIVE TEST TO VERIFY PROPER ZZ 3. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL CONCRETE FOR HOITI ll '1u 11+'.lf AND TWn COUk'iES BELOW ANCHOR ELEVATION. WELDS. 0 - LJI O MEMBERS, WALLS, AND NON-STRUCTURAL ITEMS DURING CONSTRUCTION, LL Q Q U, H U 1-it 1. STRUCTURAL CONCRETE SHALL CONFORM 10 ACI 101 nll 'HAI.I. HAVE 7500 PSI 4, POWDER DRIVEN`;Hrl, II HI. till 11 "+ DPI" PLR (ICBO ER-2388). 3. IN 1HE ABSENCE OF SPECIFICATIONS SHOP PAINT ALL NON-GALVANIZED STEEL WITH O z2 'apa L�Z tT_ 4. BUILDING DESIGNED FOR THE FOLLOWING LIVE LOADS: COMPRESSIVE STRENGTH IN 28 DAYS - MINIMUM. RED OXIDE PRIMER, MIN. DRY' FILM THICKNESS 2 MILS. 1 W ww w O w z 0 0 Of 5. EPDXY ANCHORS I,- In "Mill 11, I'll)" PE.R (ICBO ER-5193). �p:� G ROOF 20 PSF 2, AGGREGATES SHALL BE CLEAN AND WEL-GRADE11, M11,41111A ''.AZI:, 3/4'. CONCRETE wiz (1' aLY 4. ALL BOLT HOLES SHALL BE 1/16" LARGER IN DIAMETER THAN BOLT. LL' Z U R w w U Z w COMPRESSIVE TESTS SHALL CONFORM TO ASTM ('39 L1 2 0 = WIND SPEED 70 MPH LIGHT GAGE. MLEIAI :ILL1(.:Il.II-J 0000 O?aF-N 3. USE ASTM A-615 GRADE 60 FOR ALL REINFORCING •111.1., TAP CONTINUOUS Lij 5. ALL ANCHOR BOLTS SHALL BE ASTM A-307 WITH DOUBLE NUTS. z a 0 O O ft FL qv - U SEISMIC ZONE 4 REINFORCING 40 BAR DIAMETERS IN BEAMS AND 36 11Ah NAM[ILPS IN 51.AHS. LAP, 1. TILE EXTENT OF PIT IR+NCTHPAL I.KOO GATT:. FRAMING IS SHOWN ON THE 6. ALL TUBE COLUMNS SHALL BE ASTM A500, GRADED. FY=46 KSI. STEEL PER AISC. '--'-- BOTTOM OVER SUPPORT AND TOP STEEL MID SPAN IJNI I ', 0IHLRWISf. S41 CIFIEU. DRAWINGS AND INCI.LJDI', At I (.;(,11) 1 ORMf D FRAMING 22 GA. AND HEAVIER. Il ?I -!dlANY 5. STRUCTURAL SYSTEMS AND COMPONENTS ARE DESIGNED FOR SELF WEIGHT, HOOK DISCONTINUOUS ENDS OF ALL TOP BARS. USL I" 1'J.)VI R OVER RI INI'ORCING INCLUDES BUT IS NOT LIPAIII'D 11) IWOAIATION OF ROOF JOISTS, FLOOR JOISTS, WALL STEEL ROOF DECK SUPERIMPOSED DEAD LOADS, CONCENTRATED LOADS, AND THE LIVE LOADS SHOWN EXCEPT AS FOLLOWS: STUDS, AND RUNNI:R TRAIT COMPI IIf WITH CLIPS, BRIDGING, STIFFENERS, ETC., AS ABOVE, REQUIRED FOR A COMT'L1 it FRAMING PACKAGE. 1. STEEL DECK SHALL BE RIB-ROOF ICBO 3866 FORMED OF 24 GAGE STEEL BOTTOM IL,4' ',IDES ( )� 6 NON-STRUCTURAL FRAMING REQUIREMENTS ARE NOT SPECIFIED ON STRUCTURAL 2, MATERIALS: A(L. MFMHI P, ,11AII (if I OLD FORMED FROM GALVANIZED STRUCTURAL SHEETS CONFORMING TO ASTM A-792--83 GRADE D, WITH A PROTECTIVE COATING OF Q DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR ANY ADDITIONAL FRAMING FOOTINGS S" DUALITY SHEET SIL:IL MI IRII. IIII I+LOL11R1-MP.NIS OF ASTM A-446 GRADE A, ZINC CONFORMING TO ASTM A-525. REQUIRED. MINIMUM )IL-LO OF 33 1„d InN '0 (.A1.l. AND LIGHTER, AND MELTING THE Q SLABS ON GROUND 1 ti: I" - REQUIREMENTS OF A'3110 A 4411 GRAIN D, MINIMUM YIELD OF 55 KSI FOR 18 GAGE 2. THE DECK SHALL BE CAPABLE. OF RESISTING A UNIFORMLY DISTRIBUTED TOTAL SLAB ON GRADE AND HEAVIER. AL.I. M.LMHI I+'. ';HAll. III MARKED SO THAT SUPPLIEU MATERIALS CAN RE LOAD Of- 20 PSF. U7 O 4. WATERPROOFING SHALL BE PLACED BErWE'EN SOLI_ A.NH (ONCRLIL WHEREVER SOIL FIELD VERIFIED. 1. COMPACT CLEAN INTERIOR SAND FILL HAVING LESS THAIJ 10 a FINES TO 95% 15 USED AS A FORM CONCRETE, EXCEPT FOR TOOTING', 3, THE DECK SHALL DESIGNED AND MANUFACIURED IN ACCORDANCE WITH THE OF MODIFIED PROCTOR MAXIMUM DRY DENSITY, ASTM D-1557 AT OPTIMUM 3. INSIAL{.AIIOEI: "SPECIFICATIONS FOR DESIGN Of LIGHT GAGE COLD-FORMED STEEL STRUCTURAL MOISTURE CONTENT. SOIL COMPACTION SHALL BE FIELD CONTROLLED BY QUALIFIED 5. SLEEVE ALL PIERS THROUGH SLABS INUIVIDUALU, UI111', APPPOVFD B, MEMBERS". AND CONFORM TO THE STEEL DECK INSTITUTE'S RECOMMENDED O LABORATORY OR SOILS ENGINEERING, APPROVED BY STRUCTURAL ENGINEER, ALL ENGINEERING. A. WAIL STUDS: IN',In11 :II IN6 RI -IIIIN000 IRACKS, SIZED TO MATCH STUDS TOP' SPECIFICATIONS. LLB � LL.I SLABS ON GRADE SHALL BE 4" THICK WITH H3 AT 24" ON CENTER EACH WAY - AND BOTTOM, AND ';I(IWl 111L ';till,,, lit IHI' TRACKS WITH APPROVED CONNEC110NS, MINIMUM. 6. ALL REINFORCING SHOWN 10 BE HOOKED SHALE. HAW '.IAIIIJARD HOOKS UNLESS INSTALL BRIDGING AS IIII)WAII D nIJ nil DRAWINL,. 4. DECK UNITS SHALL. BE ERECTED AND ANCHORED IN ACCORDA1413E WITH THE O SHOWN OTHERWISE. MANUFACIURER'S SPECIFICATONS AND ERECTION DRAWINGS:C.11''-I O O B. DO NOT SPLICE AN, I 1+nL411JC. MEI41 it P I,XCI PT AS SHOWN ON THE DRAWINGS OR 2. PLACE CRACK CONTROL JOINTS AT 20'-0" MAXIMUM EACH DIRECTION IN ALL 7. CORROSIVE ADDITIVES SUCH AS CALCIUM CHLORILII,. 'd In LI IJ01 Ill:. USED. WITH THE APPROVAL Of IIII A14 Hill r'I/i NGINI I:.R FLOATING SLABS ON GRADE UNLESS OTHERWISE NOTED. J 3. CONCRETE SHALL BE CURED BY AN APPROVED CURING AGENT OR BY KEEPING REINFORCED MASONRY a. CONNECTIONS: 1, 1000 PSF ALLOWABLEKN BEARING PRESSURE IN Le(DF,5QIL5 REPORT. - J t_L_I J TOP SURFACE CONTINUOUSLY WET FOR 7 DAYS. A. WELDS WI::LOING'•nnu UI IN I.ONl(IRMANCI. WITH AWS D 1.3-80. UTILIZING a111Q°a1- w �J I. REINFORCED MASONRY RUNNING B 511AU I3E' ul nI:1,r+I)nNCI.'WITH ACT !i 31' E6oXX OR E 70XX FA I n', mI'•, 1111 /NI;INI FIR OF RECORD MAY REQUEST NON 2. THE ENGINEER OF RECORD RECOMMENDS THAT A G `,77E )JI�AL IIJVESTIGATLON'BE LAY UP MASONRY UNITS IN RUNNING BOND, c �i3 SPECIAL INSPECTION DESTRUCTIVE TEST 10 VII'IFr PROFIT+ WELDS. PERFORMED TO CONFIRM THE $UIL.S PROPERTIES U� OOTT Slut, 2, MASONRY UNITS SHALL CONFORM TO ASTM C' 40 AIIII "JIAII HAVE MINIMUM PRISM P t-J__I L.L1 B SCREWS. ,CIF DRIII,IIII: AllP dl.l TAPPING, CADMIUM PLATED FOR ALL EXIERIOR 'SPRINKLERS �, I t. REQUIRED SPECIAL INSPECTION IN ADDITION TO THE REGULAR INSPECTIONS, THE STRENGTH OF 1500 PSI IN 28 DAYS IN ACCORDnNcI wall a,TM L 44-1. MASONRY I�,,..��� - - � � Y FOLLOWING CHECKED ITEMS WILL ALSO REQUIRE SPECIAL INSPECTION IN UNITS SHALL BE A MINIMUM OF 45% SOLID. USES, OF THL. .iIZE,,RI L31 IRI U I )Q I.IANII4( a1I,.,�r q To a 'I"n codes shall be va4d, < 0) < ACCORDANCE IT 1 1 REQUIRE[. 1'CS N l l C CE WITH SEC. 70 OF THE 1997 UNIFORM BUILDING CODE. ❑ 0 QX 3. USE TYPE "M" MORTAR 114 ACCORDANCE WITH ASIM I ',il, MASONRY UN175 SHALL C. POWDMI2 ME Id !.I. , ';I" Hill' '<I'AI PTI A'• RFOLIIRCU TO PROPERLY ANCHOR _� �J ITEM REQUIRED REMARKS IBC FRAMING MEMBER!. 1r•I rnnla;l 'c• nl'Pb:OI'ItIATE FOR ACTUAL USE. HAVE 3/8" FULL BEDDING. MORTAR PROTRUDING UJIO !'III I'AVI III':. THAT nRE: 10 RI: SPRINKLER SYSTEMS THAT PEIJETRATE SHEAR WALL PANEL(5) MUST BE GRILLED AT A -EPDXY/ EXPANSION ANCHORS YES AT MASONRY REINFORCED AND GROUIED, SHALL 131 RI:MOVL'D. AL11r,4 IIIIIIIIIIM ni ;'4 HOUR', FOR MAxIMI.1M OF' I-` GRF:ATLR THAN PIPL. DIAMETER TO HAVE. A Mi NfMAI. IMPACT ON MORTAR TO CURE BEFORE PLACING GROIJI. PARTITION AND PAR1111ON SHEAR WALL. AN,'CUTTING REQUIRED TO ACCOMMODATE PIPES MUST rIAVE AN ENGINELR APPROVAL, ., 4. ALL GROUT SHALL CONFORM IU ASIM C 476 'Wlill : 'Id nr,1:It I ,40.f.'•'I''1. IIR STRENGTH OF 2000 PSI IN 28 DAYS IN ACGORDAN,I WO-1 ;,'J!A 1'J. MAXIMLIM ANY REQUIRED HOLES TO ACCOMMODATE IN AND AC DUCTS, ELECTRICAL, AND - -.-- .--. SITE PREPARATIONS FOR RIB ROOF CONSTRUCTION AGGREGATE SIZE OF 3/8" AND SLUMP OF 8%10" SPRINKLER SYSTEMS MUST BE PLACED IN SUCH A MANNER AS TO LEAVE 1 J" MIN. HE E0 EDGE DISTANCE AROUND HOLE. EDGE OF PANEL CANNOT BE INTERRUPT. ------ UAIE t. PRIOR TO DELIVERY'OF STRUCTURAL STEEL TO THE PROJECT SITE, ALL 5. GROUTED CELLS WITH kEINF'UkCRJG SMALL RC RL u1F Ill u' W1NI N5 VILRIIL'.nL AI 3-22-02 UNDERGROUND WORK MUST BE COMPLETED, THE SITE SHALL BE CAPPED WITH A 40 IN. C/C, AT WALL INTERSECTIONS, EACH SIDE. ill" (4'111R11:. RI Till. WALL AND AT PARTIT ION PANEL - SCALE MINIMUM OF A PAVEMENT BASE, ELECTRICAL POWER SHALL BE SUPPLIED TO THE END OF WALLS UNLESS SHOWN OTHERWISE. HU01' -'P A ALL DISCONTINUED BARS. NONE WITHIN 200 FEET OF ALL WORK AREAS AND AN ADEQUATE AREA FOR STORING RIB 1. METAL PARTITION SHALL RE 26 GA. CPI 'U' PANEL IN COMPLIANCE WITH ICBO PFC ----JNO E ROOF MATERIALS SHALL BE DESIGNATED. MASONRY ELEVATIONS MUST BE PER PLANS. CONCRETE SLAB MUST BE CURED AND CLEAN PRIOR TO RIB ROOF'S 6. USE ASTM A-615 GRADE 60 REINFORCING STI.[A I M' '''IIII IN UOUS, Rr.1141`ORCING 5510. --... 209394 ARRIVAL. 40 BAR DIAMETERS UNLESS NOTED OTHERWISE, The Geotechnical Engineer...shall obsgLyq the Foundotion excavations before � „ES �y SHEET '--- 7. PROVIDE INSPECTION AND CLEAN OUT HOLES AT RATE (1F \QRIICAL CELL GROUT the placement of forms...rLi reinforcement. A reDort of observation sholl be I�en to H LIFTS IN EXCESS OF 4'-0" IN HEIGHT, the Building Dept. bef ore..f,q�ridgl on ins.-�ection. This report sholl also adress the ��• l V"1 � HExvF%1W5T O 1 8. ALL ISOLATED BOLTS EMBEDDED IN MASONRY SHALL HI ,cu10lY GROUTER IN the over excavation arid reinforcement and recompaction Of fill below the • PLACE WIIII NOT LESS THAN FULL CELL OF GROUT ALI nb'nrRll) HIT BQL,1' ,Rr-Qposed buildings, ��''farlc Auk�a �f SH EF.TS __.._...___.- ._. _..... C.\K3wilhlakcPletno�l F\COV[R1,dyvs,f0/07/291121P3Z;,5gM m ! I I 72'-7" OVERALL 0 a rc ofw 4F12 _ — o - , INDICATES FOOLING - I ` CONTROL JOINT (TYP.) i ----- ' (2) 24" x 24" x 12 DEEP FOOTINGS w 0 o E2}- BARS€. /W. ------ ' ------ .I Q 24 O.C. EE.W w � I 4'SLAB WITH _ r_________ 3 REBAR ® " i N 7/L5 0 3 F1 �� I ' I 0 w a m m Li 11 1/2" r 1 1/2" 4 I SLAB RECESS i FI i � I e 5 I F1 F1 �. C) m o 02 z(q T1 I 0 Qrn C)H�'1 t•_4" V-4" - _ _._._._.. 72' 7•' OVERALL O a 00 J^ m 5 42'-g' m N O M1 M1'-�T 10'-O' 10' 0" 8' 0" � 2 d m Fr to m BUILDIN( _ _ -- --- amz�m Q FI o The Geotechnical Engineer sholl observe the Foundation ex excavations before 1 F UUNUF,I ILIfJ PLAN -SCALE 1/8-.I U......___.._-_—_- '.,.\ 8 `. o / 0',W Z the placement of forms or reinforcement. A report of observation shall be Qiven to BunDINc nRLn: D1 N 03 03 the Building Dept. before foundation inspection. This report shall also adress the -- Ahe over excavation of geoarid reinforcement and recompoction of fill below the -cALv. a t f t proposed buildings. !,/I' \ -;. — PARTITION �\ 4'-6" HIGH PANELS TYP.F of --� (: ) N a n a RETAINING WALL �J N 6 - I I o f N W W O O p oo,ww `�. D'2NNE m 10 wa ww�ZOZ�jW aI O2FWr7 003 1..7 Q(Kcr L5IY Q \ ,�.w,! y✓- `) D1 as Oda IL ZZw l u0� aZaO0m 72'-7"OVERALL 1�"/1 E O— __- DI 14'-7 10'-0" 8'-O" 12'-0" 10'-0" 10'-0" 8'-0" -fi" I:2 ib GA. 'r -- CEF`IIIAVER (TYP.) 7 10'-2 1/2 T.O.S 10 11 5_\ D2 D1 D2 D2 Ij2 PONY POST = G" x2 1/2" a 14 GAI / Q (TYPO STRAPI(TYP FLAT CEE HEADER (TYP.) O (If U �4" x 2 1,/I2" x 16GA. 3 CIE POST (TYP.) U2 n / �- D2(TYP - �/ BUILDING-I wci� W N / / S PARTITION PLAN ;7<7 --'J' 9 3 x 2 1 2" x 1$ -i �f G , w DRAG ST UT (TYP.) o �'., - O 6" x 2 1/2"x 14 GA. o v1 f f-'--� SCALE. 1/8"=1'-0•' O O lJ CEE HEADER (TYP.) - --- ----- / BUILDING AREA: gJ• g 7 ' 4" R 2 1/2" x 16GA. ) i -'`� L D2 D 1 ZEE'PURLIN (TYP.) _ w [� __ / DI _ x 2;t/2" x IaGn. 4 L�L,f �) W q.. — r E BE T " x 14 D 2 " SlU I 2'1/z lac BY i LLI w EE HEADER (TYP.) YC < 0 J 1'�' 1U D2 1 1 CMU I IN I11'. uVER T - 6 3/1fi" x 6" x 166 A 8- 0 1/2" TO.S. TI DUOP� (i 1'.) AT MIS END _ f nl - Fe REINFORCING CHANNEL 4'-1" 10'-0" 8'-8" 8'-8•' 8'-8'• ON0. au or aal NR —. cnEckL ­11 i/22/02 scn�E ��j F�UILUIIJI o.C OSJSIJ of -ET ¢ E%P.14/1005 _ ROOF I RAVING PLAN # O SCALE: 1/8 1' -0 CICAU P /�_\�� BUILDING AREA: s�for vl� ....... ..._.... ..... . . ... . ....,.:. ;.. .. ..-..... ..... �,., ... , .... .... .. . .,,.,.. .. .,. .,. ... .. ,. ..... 'e+trsl�re.xwllzsr.zw^rnz'^��-^ ',�^. ...r*.*,�^zr�.:.'u�,, ......... . .....,.,....... _. .. . ., ..., .,- ... ,.., .... .., _. .. .- ,. _ . ,w -. . .. _.. .. .... m i 61 I Itl \ �l. \p, d• .1" SLAH WITH s> RCHnR ® '�" O.C. E.W. 10. 1 N m \4+ mm Ao ✓ 8, � 1. � n rn F1 '\'�` r�l-. `O• U.T b>\�\ %.? 1 �7 0 t< Q I O I o\ d• lA �F� \ �v\ // ` m �O \x \s \\ 3 am(ru)rn 4" SLAB WITH 3 �O >n�i(If \ 3 REBAR ® 24' O.C. E. 'D4 �� O.E'gT\ \ Q \ ° ). : ♦ \ O K O o> a L In 00, &F°F+, ' /0 N\ The Geotechnical Engineer shall -observe the Foundation excavations before �0- ss� l- the placement of forms or reinforcement. A report of observation shall be given to `� o, j s' wZ °o0°ww the Building Dept. before foundation inspection. This report shall also adress the �� \ /,'jj ,, j. U; F1? �N�T,m the over excavation of geoarid reinforcement and recomoaction of fill below the �\ u? Oo coop= proposed buildings, �o_ 'j `e. e•� �o F,Zao�nza FI v�s' \ �` e �a ooa=a6Z=w nr" SO O�a:xw O �o'O> \a, i w>\ <� �'/ SCO Tr K„j DY `'C T O°T 9 \ °°a�, \B+ \ i � T •, .�.� o.C 05]5]7 ZO 4 her, y ar" r 1 r * • rA\ 07O�l X. n>al1 IPI � .,n fOCI J �vx V F CAU`'° 4w . , �acn i� V f,`Iv < / 2D\O+ \R,\_ / � v> \ et Aes t,.I.tl. ... •j j-� v 0 44 8. 8., - 1-4j_81-4 A' .J1 4 8•_g" 10.-8• FI L1 l \ e, -- \., 1F� 11 I/?" x 1 1/;)" � � INDICATES SLAB RECESS (iY P.) FI FOOTING (TYP.) U W I I b -i LIJ LL_I OLij "\ 4 SLAB WITH RAPS ao (.I 3 REBAR ® 24"QG E W.\ //5 BARS F W. 1f � -CO 77 NTROL �oINT (rYP.) I d o FI C/l/ G'.0" 20'--0" 20._0- 18•_0" NH -.. CHECKED ,� � - - G•i, 3 f —_._- - - — - - --- - - --- — - - ----- - - -21rE02 _ � II 1/?" r 1 INDICATES O / \ 1j8,.5cA; -O ` SLAB RECESS ( P) = PoOTING (TYP-) °`J 1 1\'// — ",ioa o ---- v aro I F BUILDING—J 3 FOUNDATION PLAN SCALE. 1/8"=1-0" BUILD114G AREA: - - 1-.��AFlwi Il�rlakcl;l.in„rcAUxFIAIILUG-�.d,.rp IU�O'/IIN1Z 10;1'):.99 AM 7vI..+.., _ 'EPfn. /F5K11.^IIAY4✓'Stv-ne.4P:lm.IN.Y�..r. k / _ 0 cy � Z a \ m ]l Jz f \ s O d iN h a n n `1� \ XL)4 Cy/ m O O J L ®0 r ro> ��, w m u\N 4 % 0 ro. ` oa \ Y \B' \ 0 . O 4 10 � r ` \ / `\Y "� F / 2`�d• /v 1lIIZ OW WNW lz zr r � O Q K FUOK 10. 6 i ' 'li,, \ . ''�. // e 'P9(t_ _ Iti0 wwOZO Z Ojw Oo _ ..... .._ IL z e A or ro\o, i ^ nP F PPEFF %E., A13w1!,i R INC. C/' 83'-2" OVERALL v / L 5'-4 o I r-4" ' " aPI'et Y n a 1.o o . ^ O O 45 MIN UOOR 45 MIN. DOOR roDI �. ♦ j s w f_ 1 I ro. ,i r Tcy` '0 ( 1� o, o w w i7. '. o in nQ D1 0l C \,.'w, VER11i'.nL. CIRi ® 5- .O.G,.,., y }� . ' oc Y "� b J IN J u z ` 26GA. LI-PANEL \ o X C/Y qE••�,P hq� c^ '\12 l PARTITION'.(TYP.) „DI p 11 , e 4 i �' D, cNEc Eo a ' i O3-11-02 SCALE \ o SMEEi BUI DING-J 1 O PA TITION PLAN \ / \• SCALE t/g ,'-O" 73-3" BUILDI JG AREA; SHEETS ..........AIA,•gAIN,U, c"��'ti� z 0 o / `� W 10. �� �\ _ /o , a �� JO• m \O o O / ' \ +2 o , a b J q T � J \ w 6 d O. 2•. �J J p + + a n a o m \O, , \O, Jp i M oM 12 i j•' \J• q [Ty U NO �MCV D2 \01N U � / `O, go�6Cq �. 1V �� m m U \\ QJ o'''q g\ / 12 Jpxp, \ ��� 3 w m fn (A m C J o D, (�l ®�.. D210. / Z + /// h J ,; 0 v1 Z Z Z Ml r wN O, c- Tp / / U m J U(TO Q \, z w m 10, OP 6, OFF.+ Js J C,9 J / w O U o O oFF+? 'OGJ� Cq / \`o, I_ / j 2Js• U �=�wttwwN� F�FR�iyJ �I/6C9 /..' / �O, 2'O U� Lim �< K��a-OQUOO�W O a zd Z O7j" waa ZZo Zuoj Q\O, w zo7 Of aw6Kw 11 ° �auo o 12 YY m __ r\yam 10\ �'' ¢ EXP.17/I005 n AJ O'Pq 'p. `9 12 `O, ram" \�/ DZ / # • T C i D1 l/ Sl ��J �:o; p. s'vr clVl PPP R If O D2 + , ,\ \ / \p F CAUfO '�4_..t' dIiV� WQ 0. f ILANlBRA41 U h O _ M FOR S llIONUND�'R O " C 6 1 1QGA.1 9-10 -4 O 9_10 5-4 9-10 10-0 ^TJJ 1 / �i' / --^•--�-`— / o / \ �6 AIIN"' __.- _ BY _D2 _CEE HEADE 0 R n o h / O. V D2 J� / '� ��� 4- 1 2 1 I �. / I GEE MADE xYF.) A\ \- V _,t� ..,�i. V I � I h \ ( 1, \ 9 3 4" 18GA (1 3 DRAG STRU (Y ) 4Irl i W W ROOF ' !/3 / 2 n 4" I 2 16GA � 'tIIP I S 9 I DHI. 4" x 2 1/2" 14GA. o / Q / 1 FA�q CEfa POST I \ — CEEx POST (f 1'P.) I � N -J - \\ / SFA�� - i O'FO ' fi"i x 1 x TY•GA. 7 � ' 1 1 11 � ( a I LIhI I 0 I I Di I I I I U�) I D1 1.�/ 8"Ix 2 1 / 4" v _ I ff'" s IGC A. / NH ��! SI'}1NF'Ulf ZEE PURLI�1 CHECKED - ti - SPECIAL HENI i �'\ I /�'r x 2 1 x 1 2 DATE CL L, q!!06l, EWPH (TYP. : EE HfADE T1P. �\\ I I 3 1 02 4JGhq _...I P HIS GRID ONLY I - I i I �" ,/ ;� 8 SCALE 7y!! SPECIAL HENI,' i 1/ 1 - qq I O" "qlI CGF, EWPH (nPYO vi. j�4 � �\ o ---_roe-NOo 'P HIS GRID/ONL r 1+114.� \- __- SHEET ', �--12" x 2 1/2" x 12GA. 2 10 11 Ud� CEE BEAM -T,- o, D2 �_-�, BUI DING-J05 ROOF FRAMING PLAN 73'-3" SCALE 1/8"=1-0" SHEETS __ is\km�Il\I akcl�lain��rc\I)"h\Ill.lx:J.Au&10/07, 201121U:35,SY AA o I a 1'-4" 1'-4' 8-8 I• 8-4" -8" 8'-8'1•-4" . 1•-4' . I•- .4 N" 10 8" 8 8 - Crc o n m o I 11 1/ 1 1f2' INDICATES FOULING SLAB RECESS CESS (TYPJ m 1 1 1 � 20'-0" 20'-0" ' 20'-0" I 20'-D•• I} 18•-D.. "- I I � ir 2s. I I 1 /\ S 4" SLAB WITH #3 REBAR ® 24" O.C. E.W. L—LCONTROL JDIIJT FI _o 1 � 1 - m F3 /p, 11 1/2" u 1 112' SLAB REC.FSS (TNP.) 8._8.. _�� 2. ( l - 5 - 1,_4„ �.. 1 I. .. '� ,/ \ / T O U w W 1 N W 1 4 F1 1 4 1 4 Z -8 m F^O J¢ The Geotechnical Engineer shall observe the Foundation excovations before m to c 7 98'-0" OVERALL 3 fy N the placement of forms or reinforcement A report of observation shall be given to F,, - L.'UIL_DINC I< the Building Dept before foundation inspection This report shall also adress the T1 \: 8'_D• l0•-11 1o'-o" 10'-0 0-o o-o" 10'-D" 10'-0" 10'-0" wo w \ F OUNDA ION PLAN _ -- _-_ oIC the over excavation of geogrid reinforcement and recompaction of fill below the ( I ;rALL: i�6 , -o---- z x p'^ 1 �� a_ /� cMu uNIEL UNDER a m W Q o proposed buildings. \ \\� BUII DING AREA:A' FLANGE BRACING 1 �I,,/ 0 12 Q�IE12 D2 6" x 2 I/2" x 14 GA. / I 1 �. Z.. .- /� "� _ CEE HEADER (TYP.) / Oro W p 4 --- \(TYP.) _._. _f >1 (11 LAY-J C) ICEE HEADER (� P.) 1n n a p_'_.. _. _!. F4" , I GA FLAT8" x 2 ?" I I STRAP TVP.) I11.c_._ _.. pZEE. PURLI ._...:-_ .._ __ .T..___ ---SPAN TYP.\ a( ) 4" x 2 1 2—• 16GA. FNCEE POST (TRIP.) i .ZI- Z 1 m�D2 Z_F.__ 9 I i 4" � I z 16GA. ^' x 18GA. /2 x 2 1/,.' / Il /2 ¢w\f, _ DRAG STR41T (1YP-) ZEEx PURLIII (TYP) >< l� Ww ZjUo of 1D o 11a WzowwwEjZwp IDQOaO�d~U_ 2D1U opF- UNDER __x 16GA. EEHEADER ( -P.) '(TVP.) ..� To 10 9 8 Et •i � �11 ; 11II cn 98'-0" OVERALL TV, �--� BUILDING—K � U` l8 0 10'-0' 10 D'• lo'-o• la o' to-o'• 10-0" 111 -n" 10 o• _ ROOF FRAMING PLAN _ SCALE.: 1/6"=1'-0" W�� fi W BUILDING AREA 0 O 0 W 8 r FOR L W W 26 GA. k I SCOTT rFl7E hAS. �IT�PARIHION -\E- BY � - W W / —� 71 e e pl' 1 D1 D1 / aPPfc e I r i < � <�l DI IJ 12 CHECKED _ M I 'I DATE 3-25-02 SCALE —�� BUILDlikk I, SHEET PAR]I I I�.!I`1 f�I.Al'.I _ 4forlceUT O 5CALF: 1/p ' 0' / BUILDING APE.A: 4 �� T1 SHEET'. G\Kiwi ll\hkell.inore\lhuP\Ii1.Ul:K.dwp to/u'!/'21er2 U2.12:U7 m , a - wl J. o __ I o a u IW -- o gI 0 8 dI O,.I Rl M Qt - f1r U 0,p � N U O U 1 _ rc - 2 � m�INilrn IS7'-4" 1•-4" 1'-4' 1' 4" I 4 I -4• 1' 4" 1' 4" I' '1 I• 1 1 4 1'-4" " 1 4" Q W O 10. 0_ 8. 8., 1 4 G. B.. 1 -4 G._$.. I -4 G, a. G_8•. I'-4" 6• 8' S S R' G-8" f'-8•' 6' 8" f 8" r' x" ss" fi' S' 6•-8 6'-fl•' 10•-A" ao Z rn FI _ jell � I 1C fi1 -- � I �rcI r.1 J I- - �-� _m \J u -f - <�WO� a 1-1/2" 1 1/2" I INUICATES FOOTING a t t FI SLAB RECESS (rvP.) � 0 11 N a p a r--- -----------------------' - --- - - ' ------------i---- - - - 1 m ---- /^,. � 4" SLAB WITH #3 REBAR 0 24" O.C. E.W. , __ \ W O O p w Z O O w w 1 �I( 9 OU UII-WrcWwNH F 2 i (1-1 F� ..COIJIRUL JOINT (Tl'P.) -. I. z F-p ZF'mrclUnOm 2e, Fl i Ft ro aw QQOrc�O�~rc O w~U�a o - Q � HHZ OUIQ O O o rc zz_ a-z o a p2QWF] a , , I L Wm wwF<r ZU]rc O 0 i N , i 20' 0" 20'-0" 20'-0•' , 20'-0" 20-0" , 1U-0 20-0' _ Z U w w .Z rc II} < 0rc w m. Fi __________ ________ 1 _ I - 2* W Kl INTEE UNDER , I --11 12" x 1 1 2 ^ 5 • U 'r—� i F� SLAB R /ECESS (iYP-) Q._- ( l.� 3 ANDICAIES FOOTING I °� g, 1 ..F L..._ __ 1,1--___�1. r:l F.1- J:'1.. J'1 ..-.._1'-L_ r_' L -� __ , , 3-9 6._8. G._B. 0._B.. G.8._.I -r. � f. ._8.. I 6._B.. i [-I-. r.' sl -I a _c �f ..._k-_-G—B"- 6-8" G_R" 10-S" c Q 1._4" 1._4" I._4" 1• 1•• 1'--4,: 1, 4., 1._4.. I._4" 1' 1., 1'- I. 4" 1._4•. U 125•-1 1/2" t_I__I � w ,W. O � U FOR F F S.,�1 `I SCOiT rA<Eh1 �v , PY__ u _ _ _ (j) -� of J W � . .I . W W The Geotechnical e- ineer shall observe the Foundation excavations before I�,�"al h,.all a the placement of, forms or reinforcement. A report of observation shall be given to , BUILDING--L. W W the Building Dept. before foundation inspection. This report shall also.odress the � � O � 1 FOUNDATION PLAN 1 Q Q the over excavation of aeogrid reinforcement and recompaction of fill below the � SCALE 1/e'=,'-o•• 'sl , �. `_ -` � - J- proposed buildings. / �, BUILDING AREA 3 22-az _.. C SLALE c.C 05757] 1/i3.• - I•_a•, u m ._ rc EZP.12/2D05 s .__.JOB Y �f NO- SHEET fo'C�,,fo O / SHEETS �_ C:KIWI II�IA�CI]I611MR�DaR�OI.nG-L1 30����Z�ID20):QQ12PM z VO 8'-0' 8'-0' 8'-0" 9'-0" W-O" 8 D 8'-0" 8'-0" 8'-0" 8'-0" 8 ,-0" 1 0'-0"-F-J I-- I--- I F- F 0 WE 8 iII 0 DI 7 0 0 26 GA.: PARTITIO J��11> 0- 0 IT --A i 8 1 "1/2 18GA 2'j, V1 I.,I IIAI, LIP I P 'z' 4 1't yo 1z —0 L) 6 0 Woo 0 —OL 4,0'T'�0 00 W, li OB — -01 < 0 W .0 0 z BUILDING—L 01 .w Z PARTITION PLAN 9—-jjo 00 AR I ScA1-E:l'8"=I' "0 U, 'E' 125'-1 112" BUILDING AREA: 0 7 a.: Qw. �T Qw z -z IT.1 Vz's".Fi�14T: 0- 0 x y y Ll 8-��!X 0.-=-I-o 0 1-1-Z oDw< IIE 0 Zzo z <ozw w 11, ujwa,,�Z(5D B.-o" W-W 8,-0" 8,-0" W-0 8'-W, W o" 8'-0" 8'- W-o" W o 8.-0.. 8. 01, 8. 01. 8. CMU LINTEL NOT 01 n> lli�-D U" 0" 1o'-o" BI RIB ROOF oin D'R I'.. - 2 1/2" 14 GA. 0:ix zon�li(A 0. 000la-?=>-T w HEADER (T,P.) cin� 0 0-1-M ?: fr 00 Z) 0- 6" 112" 1, L HEADER IYI':) _T .. ...FC�­F_(_ 0 IF < 0 0 < M -----F— cn u -;, 27/2' x16rk C, 7 E P. (TYP.) 0 4" 1 ri�k FLAT "TRAP (VP.) D2 OE — -1 1 1 .'><' z' ---o AW C-1 0 10 14 1 1 ­4. In SC OTT FAZILKEA6`11 A,S.C,A�--S (;2 j --, 1 0 FI 0 0 A z z 3 4" < 2 1-/2 /2" 1 GA. DA-- 93 0 DRAG S RUT (IYP.) z RLIN TYP. D1 El 1PLI 10' 2 1/2" 14GA. o L.Li o':GEE BEAM DBL. POSTS .0 1,,-1 by ail tl,a,— wow leDER t" LLJ r LIJ GA. MEADE 7 0 LE I f D2 < < bUILUINU 4\,,()OF FRAMING P1 AN DATE ' '/8"-1'-0 3-22-02 -D1NG AREA: JOB tio. L 3 N, C 0575 P 12/200 41 , "Or c AV%CIV II 08 'OF I.EEIS ----—------ 11 1.kcIT1simm\1)mX\9LI)G-I. jL07/2(X!202j4a3M I Z a , a u N I O ' a I u a. - y I 0 le N 0 .. 0 o I al 0 a l n a h u ul I I Y I ) IIr Y O � amol-r;t O °o Uvl`wm 0 D(n �,. ao _ ao I_, 3 Q ut IY UI m 20--W 20,_0" 20'_0" 20'-0" ....20_:0.�... .........._20'...0-..... 20,_0" ,0,_0" 1e'_0" 0 L� 'I1LLZLI"' •. 'ZIj.Zi'Zt'iL' r �� LZ.'.:Z."SLi:ZL7 Z O 001 = I 1 I E-I1 1/2' 1 1//I" U a0 w m -INUICATES FOOTING ; dr -�\i 1) I SLAB RECESS (7YP.)I i 0j O0 0 m / OO Q EC I I I I ��O I I w Cis • I i i I I I I r I I I I I I I I J U) 0 t� ____ ____-____._-._-.____________ ________________________J_____..._--._ ..._..____________________ N Ln III in I i '1" •I All Willi i i `ap o .. .. _.... U I I I Nl I?l EIAR W 24 U.C. E.W. I I S I CONTROL JOINT (TYP,) I i FI °J n Liw O O O O I I 9 I I N2 2. OOW 1 1 I I I 1 U W d'W NW W F1 F `/ ice• � _._ I I I I O i �._r.. .f._ I I I � U � HF IN7�m Ill I I.. �= �QW�0�=2 _.� ,• Ual`7NQa E? ''. INUICAIES FOOTING I I a -11 I/2" x 1 I/2"I I [; ) tta zz0_zOapzw o• I LAB RECESS (TY I m �/ a o w - O L I P)i Otp W� a 2, Q I I I I 0 7 K >5 0' 1 ----�-'------ --_•_•__ _- '`--•---- -- -- a 0:a Zuir wa Uzw W �� rr� m fLL- -._.....rTJ VA.. .. .. ...._...Pl...,..._....__.. f71.._....._._.-_._!I FIA . .....FTJ .._.........._. ll _---...rlll.._.-_-__-_-.Pall__..._._..—_._rISL_—_ c-1,; T G 1 a OO p I Z 0,2 UOw O-Or-N 8, FI/ �,. rtA50 _FINT I IND R .... __.._... A B'-�„ B,-B„ B, B" B,_B„ B,_B„ B._8. B. µ'. B. B�� 8._B.� 8._8" B._W, R'...B., B'_4„ 10._0.. 10'-0" 10._0" to'-4" 10'_B" 1' a" 1'-4" 1'-4" 1' 4" 1' 4" 1' 4" 1'-4" 1' 4" 1'-4" 1' �t" 1' 4 2'-0" 2'-0' 2'-0" 2'-0" r{. 1B3'-11cyi The Geotechnicol Engineer shall observe the Foundation excavations before Q the placement of forms or reinforcement A report of observation shall be given to —`� BUILDING—M O the Building Dept. -before foundation inspection. This report shall._aLL$o c& ssthe . - FOUNDATION PLAN -- U) Q SCALE.: 1/8"=l'-O" the over excav TQLjQn..of geoarid reinforcement and recompaction—(-f fill tslow the BUILDING AREA U O . proposed buildings, Ar ¢n FOFi PE.1" W � W SCOTT FA2LKAS6l.:;i.vl.l,';i i.:, IwJ. O q By— _. 0 I—_ 77 T nr�e 4 A.... L Appl Cal c' A o � — — hereuy grAved to P g p and .. J ,^ approve)by All applicable C`,: ��+ �) LiV J J The iAEUA111 or g.;:,,. W �('� Li01•I:rov al of 1hP3�` I.I f. I l penult or a.plo", nor ., .. coons or ord�nanc/' ,I W ,y Liauthor lty to IIOI ate n .... V eotlPe c!,eli!+r v.tl.�i. Q IY) I IN __J IJ I: i'ECKLU UAIE 3-22-02 SCALE ...Joe rJo:... .__... 209394 SHEET ............_ u o.C 057577 ¢ EX P.l2/2005 O • • CIVI �p 9 f or cnLlioa <tf' ..Eels -_.,.,_.,._,_____--C_\\Kiwi llUakel9sinorc\ITt•�\IILpG M.JwY IU/l17/21N1202;59.9PM m 0 0 _ N O N ZN D T D n 192'-8" OVERALL �r FIT14'-8' 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10' U" 10'-0" 10' 0" 10' 0" lo,-0" 10' 0" 12'-0" 12' 0" 12' 0" 17-0" 10'-0" m ...._ —__..._._._..._.. ......_.___.... ...__..-_..�__..._........__-....___..._._ ...—_,_._.._1 ......... ...,. ..._._........-.. ..._- w I 0 0/\ a b r r t t r.....� __J\ f' T 0 j `� n n a o n p FPART ITIDN m k k F e Ut D1 0 o IJ PANELS 71P r4 F/1\{ 5 n \ e 1 ('c�� m Or O J ter, rv ") EJ r1J r ) 3 m Vs 183'-11" W N W\00 N w Q O / m w O D �InzK N) 0 a BUILDING--M ° s Ln 0 ° 1 f'APTITION PLAN \ a °a --SCALE: 1/8"-1'-0 BUILDING AREA. ..._ .. w_ O 000 QU UI�'41�W�)N H U 'I-Fa 1 I N a_r Liz ~o-''_ma'utOi 0w JQOa�OO10 o i aw1.U-a An'ROVCD 0,° Z L C)z ¢,z FOR PEP6111 iS�UANCE Iwya ww H(e 2,50a SCO7TFA2.EKAS&ASSOCIA)FS.INC. dm ZU�wWLjZwN DAT_ a 000, zr w ---- 0 x r \\ _ CA - 20 05 CIS ( f ( G a t ae c I ":, �'I. a....V 1 it v n.a•n n I of al Dy all Tnl>I 8 C� ��� ' 01l t97_8" OVERALL _-.--- _ •.,., , a'-8" 10.-0.. 10.-0' 0'-0' 10'-0' 10'-0' 0-0 u) -0' _10'_0" 0-0 - I� 0 n' n` 0_0' 2'_0" 2_0" 2_0" 2'_0" 0'_D CMU LINTEL NOT Q [6" . 2 1/2" 14GA.CEE HEADER w 10 I I 5 2 6" KIWI II/UNDER ,n 6 3/16" x 2" 16GA. D1 I Q D 6" x 2 1 2 x 14 GA. V�/ CHANNEL TOP ACK CEE NUDE w w CFF tIFAUR (I..1'� 4-------.__..—.F_-..------�—.-_.__ I � Of a _......-� -., i O I I I I I 10' D" S0AN., �I I �,. 1 —� O O O I �I I N pl I I I I I I I I E I �I I I 4 L 2 —�0 -4"Fx 2 1/21" I1, GA. 9 3/4" x ' -j w CE_ POST DRAG STRUT TYP. 1 Li D J z W L.L_I __ ) -ZE x 2 1/2"I x 16GA. 11 0 ZEE PURLN (f\P.1 4" x 16GA. LAi ZEE PLIRLIN IYP.) D1 j' "r I D1 I I >� TYP)I I 10 W W srRAP L 4 _ Q < N J MEMO CEE Hf A \\/ 8" x 2 1/1' s 16GA. I 1U_ l CE I D I.,GA. .... WF ._.,._ w/ LA h'F D1 Q� CHECKED ZEE PURLIN FLANGE BRACING 0 MIDSPAN 83'-11" 12'-0 PANS C 6 X2.5 X76 GA. HEADER. -- DATE -- 3-22-02 SCALE r �JOEI NO. 29043 u o.C 057577 SHEET �•-'�� BUILDING—M � EXP.12/1005 ROOF FRAMING PLAN C1V1` ') O SCALE: 1/8"=1'-O•' 1Af 0f 0eUf0P' BUILDING AREA: UE SHEETS (':\Kiad 11\I akdil5innrc�Ua�Sr\1)I J)(i M.dwB,111/117/21X12 U2;57:5')I'M m , I IW,• _ 0H I IUI' 0 .. .... _. 6' X 2 112" 14 GA. LL BARGE RIB-ROOF CEE HEADER (TYP.) rc 6" X 2 1/2" 14 GA. ,' 6" i 1 I;'2" 1tiGn. O 6" X 2 1/2' 16GA. CEE HEADER (TYP.) �U� Ill. PURLIN (TYP.) 12 w 10 ZEE PURLIN (TYP.) 12 �1 1/2" w D1 1 1/4" D? o rl ... 2 D1 Z 2 h0 N � = U _ W = Z ti W pm >- O N � � � O O U z Z LL LL Vt 8 O ON O O d i:i O LLO O a 2 0 o Z a in a w O O w O LL o = vxi a a o 0 4 a x o 0 F % o 0 m \ LL F N N N rl m N \ 0 O \rj ro m jl m I E o - m .. _.._.._ ....... ...... ._ _. — m .._ .,.. _. 1 112" ME[' 1 1/2" DEEP—/ i- 1DEEP 1 I/2" DEEPS NOTCH 6 NOTCH o NOTCH 6 NOTCH D1 DI z.. N n a e 40....0" 32'-0.. w TRANSVERSE SECTION-BUILDING - I I iJi.: J`_:wl. f..Cl ION - BUILDING , 0)/r,\) .. .._— N m M \J..:`iCAl.l.: 1/4'" 1'.-(1".._. � U T O 2 Z N T7 SCALE: 1/4" = 1'-O' O I. Q I O H- I U a U<0 J m of m> � Ro uTo U1rn ....flAl?1.I 2" W 01 \N ' %II.1 I�UUI 6' X " I/. 14 GA > N w p 10 BARGE RIB-ROOF G" X 2 1/2" 14 GA. - •-- CEE HEADER (TVP.) / Q ro z m CEE HEADER (TYP.) G" X 2 1/2 16GA. U, I I 12 6" X 2 112" 16GA. - .'I[ PLINIAN (TYP.) j�z z � 10 ZEE PURLIN (TYP.) ... 12 ^ O 0 Dt 12--�3/1•• D? 11/4, Di °m m —.. r' > W p V W W 1 Z G p in 1. N �ppn O C N a r,a Z N O 1~i1 OO I� 4 LL 41 i� J ¢ C' -..� .. p z 4� O O 0. I O I� I� 0 li._. o p a w o 0 LL a u i o = O O ww O 00� a s of = o f 0 0 0 0 I.. N a U,IZ OOwnwir r0 0 Z m O O r O N �. ' FO K �Ci' IFhQ-I�N j&m O LL N l� G \ m \w m GZ ~Op~mpl 0-1 N m w \ o u, l�l > \ 0_ W� pIp \ m O > m \ �, O 1 ttl o LL QQU, FU7K O It 0 m O' Oom m ;)I __... m vITL w0 WI+ZI�Z yp?�DW m — .. 0m �75Ww UK 1 1/ L1I 1.1• 1 1/2" DEEP-� na zum w Zw 1 1/2" DEEP 1 1/2" DEEPS t1ttICH 6 NOTCH 0. 0 YOLZylw NOTCH 6 NOTCH DI T4Fc �Oa,-0pj D1 I' �L.C11ON--BUILDING -' K n TRANSVERSE SECTION-BUILDING - J -- - r, Q T1 SCALE: 1/4" 1'-O" at�Inre1,uvAau nndecn.ti n �.,1,�, ,I n V/ O LJ BARGE I '— RIB-ROOF r 1 A 6" X I 1/ 14 l•n, I n tr "r alr,:'c W W CEE HEADER-(i'i I'.) LL LL 10 RnRia _R_IB_-ROOF LJ O ZEE PURLIN (TYP.) 6 X 2 1/2-(TYP.) .) 12 !I / 6" X 2 1/2" 1f,GA. CEE HEADER (NP.) z I- D1 3/B• L Z 1......_W _ - — D1 f 1 U' • 12 w z � D 1`) Li LLJ QQQ J � I 4" 12 . ..... O LL 5 .. 1. IJ �^ W Y W " W 0- 2 p = a 0 O U ii in C N O N Y DO 0 o N_ O o z Q -" Q H Z oF � $ a 1, oLL a W O O rO N 7 a I K ¢ O m U I. ,N ? N li k 0 .0LL I Q K m 111 lJ \ m N ' 1 1/2" DEEP 1 1/2" DEEP—� m V° 15 . ....._m_l¢_.... �' a a m .......cri clRco._._.._. NOTCH 6 NOTCH ` m D1 .. . ......___..._ -1 1/2" DEEP 1 1/2" DEEP—' DATE NO7C1{ NOTCH 3-22-02 ALE SCALE........_._.... - S'� 1/4�� 40'-0" E-SIOry' - 1.-0.. ----. NO. 209394 5 TRANSVERSE SECTION-BUILDING - L _-. 3D'-o" H --- - SMEE.i � E%P.IR/7005 � T1 SCALE: 1/4" _ ,'-O" c, TRANSVERSE SECTION—BUILDING -- M *f'Jf crw P�°� T 'i ._.....L..--....—.— Or CAL,a :KALE: 1/4" = 1'-0' Uf" 511E ETS 8" j — " 0 1 I I•tUN F VIEW r.--. ' ti - ..-_-b!,VERTICAL REBAR w �- x ANCHOR HCI I ``_ f - 4 PER PIER _z Z w -J I D L \/ �. 1r`� - - BY MASONRY MIN 7" IMO[L�11-LIT v 2) HS HORIZ. REINF. AT TOP COURSE (BY MASONRY ------ CONTRACTOR) 5/8"0 u 8"ANCHOR BOLTS Z ( CONTRAr101) (BY OTHERS), W/ 7" MIN. EMBEDMENT o T.O.M. 11 (BY MASONRY CONTR.) a 8" CMU PIER EXTERIOR o SOLID GROUT AT STEEL LOCATIONS I C (GROUTED SOLID) _$ SOLID GROUT CELLS Q #5 VERT. REINF. @ 24" O.C. (MAX.) - \------71E OFF ANCHOR HOLI � _ STEEL LOCATIONS 39 TO VERTICAL BAR REBAR -TION / PIER III I . _ ,• .• INTERIOR -# 5 EACH CELL 0ZAP MIN 30" 11 1/2"WIDE. x 1 1/2bEE o= VERT. PIER REINF. BEYOND 16" �5 PERT.AL RLHAP PIER _ 1 1 2" PERIMETER SLAB NOTCH y• N n ; - w SOLID GROUT BOTTOM TWO COURSES z NOI L: DOOR HT. - s �4j 0 =ROTATE BARS TO 6 (VARIES) I ',IU 11 t IUP, IS TO INSTALL T 5iv a (2) #5 HORIZ. REINF. AT BOTTOM COURSE MAINTAIN 3" CLEARANCI. - zm w BY MASONRY CONTR. ;I; x 5" EPDXY ANCHOR FROM ALL FACES Of ( ) � nll LNUS Of C' HEADERS vJ N I -C O _' ANCHOR BOLT CONCRETE - BY T HAS _ __ - p I 7 ,1' CONCRETE CONTRACTOR 8" CMU PIER I I HI,LN 1 Iov(ED - w s v` PA'I FROM ENDS OF $ b (GROUTED SOLID) III nI'rt v>` n SPLICES A THE MINIMUM DISTANCE FROM ENDS OF SILL PLATES TO.BE 3.5 - MAX 12". 0 PIER BEYOND B PLATE WASHERS (MIN. SIZE OF 2"X2"X3/16") SHALL BE USED ON EA. ANCHOR - BOLL. 6 w a s n u F.F. SCALE I I/2" - '-0" U. I/[" - 1,-0. ' SI ALL. I I �' 0 10 REINFORCED LINTEL 8 16" MASONR'r PIED 5 MA'i_)OI%JI i I CI i id SLAB 3 CORNER PIER/ WALL REINFORCINGms �m� O O N Ln la_ � CY d m U O v 4" SLAB WITH #3 AT 24" O.C. EA. WAY q O m > - _ �rn¢ n m F•F CONCRETE MASONRY WALL 8" INCHES NOM WIDTH ? 2' SAND FILL d 'X'--spiv h N-L JT -q "')' + - NO ANCHOR BOLTS Q; wV (T. E BARS A7 48 O.C. II w rn 4" CONC. SLAB •••••••� < Q A) 1HL MINIMIIM 111SI adr1 IRL1M END.. OF '011. PLATES f0 BE 3.5" - MAX 12" (f5 VERT. REBAR C� 40" O.C. ----------III 4 N(1 w O ......•........• ••••••••••••••••••• � 7" B) PLATE WASHERS (n111J. ;IZL OI X: X3/16") SHALL BE USED ON EA. ANCHOR 30" LAP 1m Z OmDOTE: SAND OR GRAVEL .• .• ..... ••�/�' " + BOLT. I / j Z mCOMPACTED 0.1 i. ,-/ 0 m w 0SUBGRADE ••�•••\ \• 1 1/1 _ J �._-` / U7 PARAPET I.uM I'.(I[RIOF .-(i{2 TIES 8" O.C. b5 VERT. REBAR a0" O-C. —II Cm0 Q� 6 MILL VISOUEEN _. AND (2) ((3 TIES Al lop 1 IP 1/2 '�;,i'-f z m w p m SIDE VIEW UNDER 2"OF SAND 4.• JJIQ 2 t 4 SLAB WITH #3 REBAR ® 24" O.C. INTERIOR 'L' S/fl 0 fl I/z` _ _5/8"0 x 8 I j7" - -- N d N a ANCHOR BOLT ANCHOR DOLT / ..- _ __--- _-CL (BY OTHLF-- - I • i `t -- (BY OTHER',) 4.. ^_ o , O OD O EXTERIOR T.__.. ' ._.-_ w . �y.\�- iLl--lL LnwL Oo ww SIDEWALL r.4• _.... �SHAT H..RMINAIL+- IHICRIOFt (4) #5 AT EACH PIER - — ,,] U _ IF" Imj N��Fn� '��� _1R Tl F U1L 1 8" X 16' C.M.U. PIER OK �II d d J WIII II_ U r r 8 x 16 CMU I'llH H1110, z LI I a II II� U� Q �jK SOLID GROUT AT STEEL LOCATIONS „ ' AND TWO COURSES BELOW (TYP) -'-------- -U- O a ~a E-~Z-O O N z a u O: ZZO� 4pZw `a NU1L PLACE ANCHOR BOLTS AS SHOWN a I w w F,�Y Z J o d l 'w,� w 7 MASONRY CONTRACTOR TO PROVIDE ? k a I m Q La F U) N W d -� Z 0-tt ZUKwa UZ 3: (2) 5/8"0 X 8 1/2" ANCHOR BOLTS AI _-. _ SIEJCi4E TORT ONLY a--- �,, �.•.,n u 000=0 (T-1, EA. C.M.U. PIER W/ MIN. 7" EMBEDMENT W/ APPLICABLE NUTS & WASHERS (TYP) _ ._ a .._.� .' `• Z th O.O (2) M4 coNr. TOP y 1 24" .� 24 24" .I 24" I 24" BOTTOM TYP. 12 Ely PLAN VIEW YYY L i re•bl n lPa�ie SCALE: 3" = V-O" MASONF, SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" _ 1'-0" 1:9pb': SCALE: 1 I/2- - 1' O" -•;ro, t u.:c;.n: MASONR) 1 � Q 9 SLAB REINFORCMENT 7 ANCHOR BOLT PLACEMLI�II 4 MASONI I I Il l� hEINFORCING 2 PERIMETER FOOTIN, A� ,:WALL -i.AOLP IIII. -(2) O4 HORIZONTAL REBAR--\ FRONT V I E W o (BOND BEAM) - TOP COURSE '\ Ld 0_� W TOP COURSE CUT TO RAKE TO MEET -- TOP 2 COURSES TO BE - / ,V%• J•�;g •.4••'i�.,' !':,' r,; •f•� z O DESIGN HEIGHTS AT BOTH ENDS SOLID GROUTED (TYP) (SEE FOUNDATION PLANS) _- _ • L' 1 • •�:• W T.O.M. — T.O.M. I • U� J _• .•:I . : .• :y • s Jul. +: W M W N • ••J•.•. ?• .rJ :��••' `.. tif� �'•!.r.• .•.f'•• �� � ',I FAAtiONI, COIJii?UL JOINT 2 �• �` •t z i - -- PLACE ADIITIONAL }` !'• R ,•' LL (( 5 VERTICAL REBAR �T W W yIL• �. 2 I�.J .ILW AT VER71CAL CELLS ADJACENT •�•• o „ � veleTlcnL P.V.C. - -�- _ _ _._ Q 0) Q •-- EXPANSION STRIP 10 CONTROL JOINTS - GROUT --�_ •r .. �. _ 2 !� •! w� .f. Q, VERTICAL CELLS SOLID - . ; —) IN + ti • HLAOJ(IINI DEPTH OF CAULKING "4 •�• 5 W � ,• . L WlLllll ONE HALF THE N - A WIDTH OF HL .i; y• t„,1. .�� 4 I,� AUDIlI0NA1. Vh GIu-I nnlc• I'll {I•� ALIJOINi _.. 5, c -__-- -- JI' r •. • — 't.- ___-_ _.. EACH Sit)[. 01'All "I11(i'.R InINI', •• ENP 575�7 CHECKED • �• L.�• oco •' �i •• ••ti• w .12 2DO5 n .2.;TERMINATE ALL IIURI:I,fIIAL •' a''• •,.'rl . 4`s v� - nwtE SOLID GROUT AT VERIICAL RLHAR LOCATIONS ® 40" O.C. SOLID GR,iul AI HORII. 11)ND I41AM • •' a - -2 2 LOCATIONS 4Fi" O.C'.. ( 0 7rP) WIRE REINFORCING AI DELI'` _ 3 -- ADJACENI TO C:ONI Pt A. J01141',. / .j 1-1/2" = l•-O" CUT—TO—RAKE ENDWALL (SINGLE SLOPE) s ,: •• ---soa L _1.AIL :A — GHEE. --- )L F 1 6 TYPICAL RAKED ENDWALL REINFORCING 1 Ivl/�\_,(_.)NN ( WALL CUM FOOL JOINT SHE C-\k Ld Il�I ak it no,nWw,\PLdw 10/07/20(1203:I3:19 PN u . .. ... ....PARIIIIUN WALL W/ (2 ROOF CLIP I MID-SPAN GIRT-- I H.H.(2) N10 X 3/4" B NNECI POST TO r H. TEKS RIB-ROOF (DRIP FORM � 1 '1� pARIIT10N----- -� 0 LOW EAVE) I PANEL I BASE CLIP WITH MID-SPAN GIRT GUTTER CLIP 0 3'-0' O.C. I 12 H.N. TF.K W/ (2) N14 X 7/8 I ..... SFE SCHEDULE) .. S.S. STITCH SCREWS ` ..._....._. - III. POST (Sri.. `-- -_ _�.+ .. ------J z /1 I CIE HEADER ---- I17AN.iVERS FUR �- -- _ _ - (SEE TRANSVERSE 17 ) _, FASTEN PARTITION 1 FOR SIZE) I PANEL TO POST CEE HEADER X 18 CA VER[CAL GIRT __- ----- WITH N12 H.H. 1 ® D 1 3/8" X 1 5 8" X 3/4" TRANSVERSE FOR IEK REFER 10 'I ' ' w i' SIZE) - - ---- DETAIL N2 OF CEE HEADER THIS SHEET I1 W 'C' 6"X2B"X14 GA. o INTERSECTION AT MID SPAN GIRT m N rt 2 n m m 14 O N I \ D '-'--` OTHER USE FOH 4" CLIP ++ rc a I II ' -4" POST EASE CLIP + -4" END WAIL PURLIN HANGER PARTITION-- I m GUTTER CMU WALL OR PIER a I -4" POST BASE CLIP 0 STEP WALL I N12 X 1 1/2" (NOT BY RIB-ROOF) I 1 ' H.H. TEK 5 1 I 3" X 3" X 0'-4 1/4• ._...,-_L J ... I X 14 GA. ANGLE x 0 a / MK P.D.C. - _._-,_-,^^.__._.� _ Y--—_ .. ... .......... IF I I CMU WALL OR PIER -�- � �- �- FASTENING REOUIRCMI NI", 1 ��-_ � qz .., „I 4• (NOT BY RIB-ROOF) Provide 1 I '-T-� ` S 5' X 10' GRID - (3) N12 NI SC kLWSt 1 I \ 1 3/8" X I 5/8" X 3/4" 0 3 5' X 12' GRID - (4) N12 If I ,CRT AS 0 0 i—(1) 1/2" 0 X 2 3/4" �i � \ — 4 PIER ANCHOR BOLT PLAN 5' X 15' GRID - (5) N12 111. ;CREW'.; O ®9 EXPANSION BOLT I \ X 18 GA. VERTICAL GIRT a ¢ NOTE: 1 1/2" PROJECTION OF CAST IN PLACE NOTE: ANCHOR BOLTS AT PIERS - FLACE f ' ANCHOR (TYP). 5/8" 0 X 7"J-BOLT 0 40" WITH NUTS AND WASHER J-BOLTS AS SHOWN NOTE' 1 1/2" PROJECTION OF CAST IN PLACE NOfL ANCHOR'FC11.IS; II AT PIL:RS - PLACE '' I N12 TEKS IN ACCORDANCE N n e n m O.C. MAX. A7 SOLID WALL, ALL OTHERS AS NOTED. NOT BY RIB-ROOF ANCHOR (TYP). 5/8' 0 X 7" J-BOLT 0 4•-0" WITH NUTS AND WA5111 f+ If.J-HOLES AS Sf1UWN " CEE POST SEE I W/ PARTITION FASTENER �....._...._.._.. ......_I 1...._,...._....__..._...._....._._.. (dII1L TYPICAL. POST ---- O.C. MAX. AT SOLID WALL. ALL OTHERS AS NOTED, N07 BY RIP-R011F t 0 5' X 1U' GRID) TRANSVERSE FOR I PATTERN DETAIL N2 OF NOTE: POST MUST BEAR SIZE) THIS SHEET NOTE., DRAG STRUT LOCATION ADD (2) 3/4" DIRECTLY ON P.B.C. AS SCALE: 3" = 1'-0' cI4U W. SCALE: 1 1/2" = 1-0 .. �•.r� ,I� SCALE: 3" = I'--0' SHCIWN. _ ... .. .. .._ .... .. % 7"ANCHOR BOLTS EACH SIDE OF 5/8" '.•ILiIUI SCALE. 3" 1'-0" : F I`ARI17 _ HEADER @ CMU WALL. �I�NER 6 BASE Ai ii�c;LIMI 1\1-f @ TYP. POST PARTITION IN-1ERSECTION w ma2ZN 2 GUTTER @ CMU ... ....._...._--.____._ ._. ........_. .... ........ ... ...__.......... ., .. .... .. ... .. ... .. ... .. ......_. ...... ..._...... ..._-. .. ...... ......_..... .... O 00 U N LZ .0 . 1/2"0 X 1 1/2" 1 �' (or0 U ao p a A307 M.B. ZEE PURLIN SEE LL 4 N14 % 7/8" STITCH - ( 0 In Ln SCREW 0 5'-O" O.C. -� TRANSVERSE FOR W m K (A m -- CEE HEADER _ SIZE) SPACING: '--� ®0 'C' 6"X2.5'X14 GA. -.- _� 12" O.C. 0 LONGITUDINAL 3 \4 O W ti BARGE PARTITION (SEE RIB-ROOF TRANSVERSE FOR) - '' SHEAR WALL ? 12" O.C. 0 CROSS - -- __(2) N12 H.H. TEK SHEAR WALL Q 04 N W O O ' L. 0zpm 1 4" X 2 1/2" X 16 CA. - - - :.. --:--------N 12 TEKS IN ACCORDANCE / i w Z'0 CEE POST TYPICAL 1 _.___... W/ FARTITION FASTENFR O°0 O iD ® PAIIERN DETAIL -- _ #12 FLFI. 1EA. PETER Nz Llf 3'-0" -J..J .. coo THIS SHEET Z O a O .. ® ® _ i/ 11115 SHEET C1f � PANEL OVERLAP °'w O ------ SHOT & PIN 0 8' D.C.— c a 2 2ILL 0 d J ... _........._.___.___PARTITION N N 0 7- WALL "ZEE" PURLIN • - SEE PLAN FOR SIZE "-~/ sp • 0 O X 188GA. VERTICALXG GIRT © N= W W w W N It • - (6) N 12 H.H. TEKS .. _.r 0 5' O.C, (TrP) CUT U f~Z II- N 0 fY m - - maftnoi VERTICAL GIRL & TAB (3" O 12" - -.Z O W�O O I O MAXIMUM). TAB SHOULD a Q Q U K F U 5 w OTHER USES FOR 8" BE PARALLEL TO N12 H.H. TEK 0 -F-ZQW ON,0. END WALL PURLIN 4" 5/8"0 X 5" EMBED PARTITION AND SHOULD PLACE EXACTLY AS SHOWN w d w Z O Z O z p W HANGER EPDXY ROD w -B" POST BASE CLIP 12 GA. ENOWALL I NOT BE EXIT. IN USING �4)WIDE PAN ° I p g Q W�] Q -BEAM HANGER J d OZ U -�w Z W PURLIN HANGER I RENTAL EMIT, U-PANEL PER 36 WIDE PANEL Om 1i7� CMU WALL OR PIER----- .----- - _ ', -- -4 --- COMPONENTS PLUS a I U 2 W (NOT BY RIB-ROOF) " ICBO NO, PFC 5510 O-a En A.,,. ,. p p z� CMU WALL OR PIER FOR°E°',"' UOZ K 00> NOT BY RIB ROOF 1 SCOTT FAIL Ki,S:. .. ,. T 1�,, L.(- a.....V__..... „ PARTITION PANEL PER - ,� ASTM A 792-96 GRADE "" AT PIERS - PLACE NOTE: 1 1/2" PROJECTION OF CAST IN IN.TE: ANCHOR BOLTS --..-.--..---SHOT AND PIN ' %_... r^ PLACE ANCHOR TYP.5 8 0 X 7" J-BOLT WITH NUTS AND WASHER NOTE: GAp SHOWN AS "A" T•reee ni , J-BOLTS AS SHOWN 0 40"O.C. MAX( AT SOLIDWALL NOT BY RIB-ROOF ABOVE MUST NOT EXCEED,8" h—byappl,cable c001 hereby grante is I<. NI EACH DRAG STRUT LOCATION ADD (2) 3/4" lld�l I)t SCALE: 3" = I'-0" I'Akl Ua SCALF: 1 1/2" = 1'-0" ero oval by all II I PART-01 SCALE: 3" = 1'-0' X 7"ANCHOR BOLTS EACH SIDE OF 5 8" ',I'I nU; SCALE: 3' = 1'-0" r f �. . . .._. .. —SPANL._. .. .. � e A�STE N I N G PAT :._ _. ._.._..._ .- .. 1 1 ENDWALL PURLIN HANGER 8 PARTITION C CMU WAL.I. 5 MID �_:I -ONNECTION Z PAR f l PION PANEL Er o UL-90 ROOF CLIP ATTACHED N14 X 7/8" STITCH SCREW - TPA Iuul 4 ('.;IF 24" NORMAL OVERLAP FOUNDATION AND � TI?AN.VI R"'I FUI? � iI4SE.: W/ (2) N10 X 3/4' TEKS 0 LAP RIBS 18" O.C. -- ---- ,17f:) - ---------ZEE PURLIN (SFE FOUNDATION DESIGN LJ.j ch w RIB-ROOF PANEL— BARGE (FIELD NOTCH TRANSVERSE FOR (STOP END PANEL) OVER RIBS) SIZk.) ARE NOT BY " 11' 11" 1' RIB-ROOF ... .. ..........._--1EK N12 H.M. O HEADER CHANNEL -------.. L---I-- ---i.._ ., ,.� S111" 'C' 6"X2.5"X14 GA. ® 10®1 ®I ' _.+ I • .. ..._. .,_. .__N12 TEKS IN ACCORDANCE 1 6 O JI I I I W/ PARTITION FASTENERi w w I PATTERN DETAIL n N2 OF THIS '+HEI 1 ` I I ADJACENT - - PARTITION) -- _=--- GRADE I RAD --- N12. H.H. TEK. I I WALL O ' 1 (SEE SC.HFUl4f) 4 it e =f ,f ------VERTICAL GIRT .1 d �';�`�' 'i`�'l < M Q 0 5' O.C. (nF') a >•. J N �, (2) SHOT AND PRI . pARTITIUIJ- ' mml WALLI I of y.. 3/8"X 1 5/8" X 3/4" DATE i --' X 18 GA. VE k11CAl GIRT � � ¢. I0A'4� l 22 02 4.. ABOVE GAP SHOWN AS "A" J .., / VERTICAL GIRT I A 7 ��' N f2c SCALE PIER ANCHOR BOLT PLAN ABOVE MUST BE 8"OR LESS ..---_-- -- - I� VERTICAL CIRI & TAD (3" ' BE CMU WALL. OR PIER S NOTED _-- NOT BY RIB ROOF __ - ,. .. .. ..._. .... MAXIMUM). lAB C IUULD n EX C, 757 fA ILIJINI. II IIII'f MI.FIP, ) c+ N C�7577 � OB NO` NOSE: ORIENTATION OF 1''I( r POST TO PURLIN MAY PARTITION AND SHOULD � •005 2 394 --_ VARY-SEE PLAN 5' X 10 GRID (31 NI II:I+ L.RE'WS '� ,I I NOT BE EXPOSED IN s"yr vt d RD 51488 NOTE: 1 1/2" PROJECTION OF CAST IN NOTE: ANCHOR BOLTS 5' X 12 GRID (4) #1,, TTK CREWS r RENTAL UNIT. L, I. � for CAufoQ` AT PIERS - PLACE WITH NUTS AND WASHER IJOTE: ORIENTATION OF J-BOLTS AS SHOWN PLACE ANCHOR (TYP). 5/8 0 X 7' J-BOLT PARTITON PANEL TO `i X 15 GRID V,J NI.• ILK ,C'REWS - -••• sHEEr 0 40" O.C. MAX. AT SOLID WALL NOT BY RIB-ROOF pUST MAY VARY-SEE -- PLAN _.__. . ... _. .._._,_ NOTE: .._ I'"NL, 02 D AT EACH DRAG STRUT LOCATION ADD (2) 3/4' _ gull ,; I.1 SCALE: 1 1/2 = 1'-0" SCALE: 3' = 1'-0" X 7"ANCHOR BOLTS EACH SIDE OF 5/8" MAUUil4 I SCALE: 3' - 1'-0' D', SCALE. 3" = 1'-O . ................ ...... ... ............. . ..... ...... .._._.... _.._....__-'- -. �'A 10 BARGE @ HIGHSIDE 7 (TYP) PURLIN �O I 'i->`:, l Al lACIIMEN 4 II,' I ('.ONNECTION 1 1 l 1 / >" 1=OUNDATION RECESS OF SHEETS C.:\hiui II\LaLclllsinurc\Un11\DLJwp 1011i74i412 iii:33:52A, i I (4) #12 H.H. TLKS #14 X 1/8" �,111CH- L�' 6"X2.5"X14 — «L PURLIN ��EE SCREW O 5'-0" O.C. TRANSVERSE FOR 1/2" 0 X 1 1/2" SIZE) A307 M.B. BARGE 24 GA. RIB-ROOF UL-90 CLIP (2) #12 H.H. TEKS + RIB-ROOF = 0 I N w_ - ZEE PURLIN (SEE _ �gg SECTIONS FOR SIZE) _ _ ______ ___ I+ + I _ I_-___---_--- 9 1/2" X 18 GA. I DRAG STRUT r OVERLAP AND USE ZEE PURLIN (SEE I APRON I -_----- ° (7) �12 TEKS TRANSVERSE FOR I • O ® --------- ® ® ------ 0 SIZE) CEE PONY POST (SEE a Z e I w TRANSVERSE FOR o 0 n - ° CEE BEAM (SEE a #14 X 7/8" SIZE) a } rc 0 TRANSVERSE FOR I > SELF SEALER ZEE PURLIN (SEE ° I SIZE) I O 2'-0" O.C. ® m ° TRANSVERSE FOR p o TEKS 12 H.H. I I SIZE) I I --------- TEK H.H. I I 4" (6) �12 H.H. TEKS O O TEK ---------- O yy #12 x 3/4" H.H. TEK I 1 LO f� O 12 GA. ENDWALL O 1'-0" O.C. O PURLIN HANGER w Q •C' POST (SEE TRANSVERSE O FOR ROOF PLAN CEE BEAM (SEE ° CMU WALL OR PIER w SECTION FOR SIZE) I I (NOT BY RIB-ROOF) SIZE) A b e I I DBL. CEE POST SEE PLAN OR TRANSVERSE (2) 1/2" X 4 1/2" SECTION MIN. EMBED = O EPDXY ANCHOR SCALE: 3" = 1'-0" 5T0014 SCALE: 3" 1'-0" STEEL-11In co SCALE: 3" = 1'-0" CMU-04 SCALE: 3" STEEL-IS � M OM 12 DRAG STRUT SPLICE @ CEE POST 9 BEAM TO POST CONNECTION 6 STEP DOWN @ CMU WALL 3 PONY POST @ BEAM CONNECTION o o Um0. A Q O a W L 0 m °^0J� Do 6 3/16" X 2" X 16 GA. rn > Q CHANNEL TYPICAL 3 63/16" X 2" X 16 GA. 3 & 09?V)0 CMU WALL OR PIER CHANNEL TYPICAL (HEAD?TEKSPANCAKE r 3 ®K LL RIB-ROOF 1/2"0z7" EMBED. (NOT BY RIB-ROOF) t<. K N ANCHOR BOLT (4) #12 X 3/4" N W to 0 4" % 2 1/2" X 16 AT 40" O.C. BOTHTS DE® -- --- / o.Z p m GA. (5) ({12 TEKS I I CEE HEADER (SEE (4) #12 H.H. I TRANSVERSE FOR ® n W Z � #12 x"3/4" H.H. TEK _ SIZE) _®_® SIDES S® BOTH / UO 1b O W 9 3/4" X 18 GA. 0 1'-0"O.C. I DRAG STRUT 6" X 2 1/2" X I I DBL. CEE SEE PLANOST OR ® (4) �12 H.H. J OI J a^ 14 GA. "CEE" I I d I I TRANSVERSE TEKS O BOTH Z M w 0 I SECTION FOR __ ___ SIDES 16 GA. ROOF BRACE e r t I o$ 4" X 18 GA. I I SIZE) o i (12) ()12 H.H. TEK Q N 1` I I O END CONNECTION 1 o 4" FLAT STRAP I I I CE 6HEADEX14 GA. n a to a I o — (3) �J12 H.H. TEK d I I (2) 1/2"0 X 2 3/4" (4) #12 X 3/4" 16 GA. ROOF BRACE I I d EACH POST (8") MASONRY EXP. ANCHOR PANCAKE HEAD TEKS I O NOT BY 16 GA. BASE RIB ROOF CHANNEL I I N I Z O L4 W w w 0 _ WOW Nw Q (12) �112 TEK a SHOT & PIN I I SHOT & PIN I 0 Z p Z m a O 0 0 CMU WALL OR PIER O r F 1 (NOT BY RIB-ROOF) O Z O W tr 0 0=O 1 1/2- X 9 3/4- X 18 GA. W Q<Ua Iwo a I CEE POST SEE PLAN d 'J' DRAG STRUT O <W~U O a I ZO <FZ I I OR TRANSVERSE ° ° 1 arc o w 0]O Z I SECTION o o F.F. w ww-_ 7 I I 4" X21/2' X 16 GA. I CEE POST TYPICAL ° e. ' ' I am W7�=a UUIw 3 • P ' a'• .. •4', ^ as UOZWOrc-0.v) 000 Z> I I a I I , SHOT & PIN .... '.'"'. F OF,: O 8" O.C. SCOiI PA:i. ICBO ER-2388 1•_O" CMU-21 SCALE: 1 1/2" 1'-0" F�•-"- - CMU-20 SCALE: 1 1/2" = 1'-0" SPC0006 SCALE: 3" = 1•-O" STEEL-11 SCALE: 1 1/2' '„ 0 Q 11 DRAG STRUT @ CONT. WALL 8 SECTION 5 ROOF BRACING 2 ROOF BRACING ° +.,,1° O LLJ � LLJ 1/2"0 BOLT, NUT, AND (2) WASHERS 6" X 2 1/2" X 14 1 1/2" X 9 3/4" X 18 GA. 16 GA. ROOF BRACE CEE6 XE2.5EX14 GA. O O O RIB-ROOF GA. CEE HEADER 'J' DRAG STRUT 1/2-0 x7" EMBED. 4" X"2 1/2" X 16 ANCHOR BOLT Q3 z z GA. ZEE" (2) PER PIER 1/2" 0 A307 M.B. 6 3/16" X 2" X 16 GA. CHANNEL TYPICAL -J ZEE PURLIN (SEE I J w J 9 3/4- X 18 GA. 6" X 2 1/2" X 12 GA. BEAM HANGER TRANSVERSE FOR I I L.LJ LLJ 1 DRAG STRUT (4) #12 % 3/4" SIZE) TEE PURLIN RANSVERSE(SEE FOR I I 14 GA. "CEE PANCAKE HEAD TEKS (H.H TEKS ®4. -- - 1/2" 0 X 4 1/2" SIZE) I BOTH SIDES LLJ Li Ioo d Q • EPDXY ANCHOR 1 `- I I I y 0 o I 9) 12 H.H. TEK o - - - - - --- —"a^y, ®e 4" I I 1+ I PANCAKE HEAD I I � � 0 (4) M12 X 3/4" Q Q I o�k) N12 M.H. TEK Io 0 TEKS o d (8") MASONRY 1 I 1 CENTER POST I NOT BY ® 0 1 12 GA END I I RIB ROOF 0 0 I PURLIN HANGER 1 1 CMU WALL OR PIER I 0 1 16 GA. ROOF BRACE (NOT BY RIB-ROOF) a CEE POST (SEE I` CEE POST SEE PLAN CMU WALL OR PIER I TRANSVERSE FOR Nk OR TRANSVERSE (NOT BY RIB ROOF) SIZE) DATE SECTION d 3-22-02 4" SCALE I I 4" X 2 1/2" X 16 GA. CEE BEAM (SEE AS y CEE POST TYPICAL PLAN FOR SIZE) NH , <e - °BOOEO y I I (8) #12 HEX I I HEAD TEKS o �y'y 20934 N cf . 057377 r 1 I z E%P. RD 51 SHOT& PIN O B" O.C. [ANCHOR TE: 1 1/2" PROJECTION OF CAST IN PLACE NOTE: ANCHOR BOLTS SHEEN ICBO ER-2388 (TYP). 1/2 0 X 6"J-BOLT O 3'-4" WITH NUTS AND WASHER � 1y1 C. MAX. AT SOLID WALL NOT BY RIB-ROOF POF CAUf° D 2 2007 SCALE: 1 1/2" 1'-0" SPC0006 SCALE: 3" 1'-0" CMU- SCALE: 1 1/2" = 1'-O" STEEL-26 SCALE: 1 1/2" = 1'-O" CMU-24 10 DRAG STRUT @ PIER 7 BEAM HANGER DETAIL_ 4 1 ROOF BRACING 1 ROOF BRACING SHEETS I'll EXTERIUk WALL . LXILRI(IR Illll it VM I I 14:IM NOT BY RID-ROOF i � - ,_...._................_........._-__ RIB-ROOF PANELS ...... FASTENER AS RCO.D "4 GA. RIU-ROOF - /q SE.I.F GUTTER CLIP PANEL ' •i�•I T I' O.0 \ r 24 GA. FLASHING — USE 21 GUifER CLIPS ( ..... _.._. DESIGN RI LIE A SCREWS PER BOX. ATTACH BOX TO ROOF W,! FIELD VERIFIED (2) #10 X 3/4' H.H. TEKS FORM 24 GA. APRON '`rp''fi'-s' OFIFRIB ROOFNDS PANELS FLASHING �V r #14 x 718 SELF SEALING I - ---- RAN WATERDUX :• STITCH SCREW 0 18" O.C. i HEAF ® O.C. '0 m -�-..- 0 LAP RIH I \\ UR AS Rf98'D 0n NEOPRENE INSIDE —..—..-i \.. r(II ;/•I" ',E LI '. A N PLUG CLOSURES •I Al 1.1+ a .. O.C. I r r DUWW£d`OUi ---- \N 7 WITH SEALANT / a Lj U VALLEY PL.AIE - I ••A VAILI:Y O IF REU'D. •I III II: NOTE: DO NOT FASTEN (�! - j N 0 \ BOX TO GUTTER 1rI, E 0 O Q 4 CA PANEL 41�11i"(�yI(��i . RID-ROOF W� a In \N i \ (D W m ENE) STOP ROOF V' Qil1li Ill a ^_ a .. PANEL (TYP.) ! 4' 0 O � O 1 1/2" = 1'-0" NOT 10 SCALE Till, � rn LA o, !an,,• j SCALE I Ij2' I'--0•' J VALLEY DEIAII_ G APRON. .I IIIJc. UL.: TAIL J R,yINWAI ER HEAD a d) a u n I• N �n 1 I i:IN "nnl I,I UO CLII' u Willi (6) #10 x v. wL na w F`F 11 WOOD TE'K �QONT PI IILLIPS WAFER �' W H p�O 24 GA. HIP TRIM -. ........... ..\ /. I .n. ',I' IIL Ah If•'D,I III'.ALI U -,II-O HIIIIJ. 11 UUW10a UL-90 CLIP ---_------ 1E % 1" PRH WOOL) oZOaWa ill HEAD ;iCRF.W AS 7EK ® 38" U.0 0 Z�VI (1) #14 X 7/8" SELF - IrLI'u. 3•..U" 0.0 j a Qa] )(W/1 SEALING STITCH SCREW r r-m OJ 0 0 0 18" O.C. EA. SIDE ,�----- (2) #14 X 7/8" SELF 0 aiL)(Jjp SEALING STITCH 50R(W I 0 w k~?in w aZw pNp Q L' K W Cl 4 GA.0 SPIRE CAP ft• n'D, Z~n z 0 m `6" O. i0 Oa' laa0 3 .I .I ... li OZIEOZa I >� \ sE- uaiEuDa - 24 GA. SPFCIAI. GUTTER NOTE: INSTALL UEF'ORE ATTACH WITH 15) -------- \ �� 24 GA. RIB-ROOF 1 PANEL ROOF POP RIVETS A SIDE AND (3) AT — TOP CUTTER r. � . NUIL: LL)PE HARGE .,., 1 F.e.K.. •... r O FIT GUTTERFy ............ OUTSIDE FACE: U{ F FRAMING NOI IU ti(Alf NO lU SCALL I - ' I 1•;OOi;u;: �� CD I�HIP TRIM DETAIL i t I JI IAL GUI - ER GblIEF 10 BARGE U yUT LIFT LIP EDGE OF' ROOF L L_J CDIEET TO LL� 70 SIT FLAT ON ALLOW CLIP Ll) N ROLI. CLIP 114TO POSIiON SUBSTRUCTURE BEFORE LD ATTACHING CLIP. - 24 GA. RIDGE CAP �-- -- ill I(ll(JI I'nNl L.:. ARiIN4 / '--1 I -- UL-90 CLIP �/� �-uIIIR r.1.I1, GUTIER —i +'�=`'-'��!-�✓•.—_� - 1. ATTACH PANEL CLIPS IN ATRUE JJ / �Y 'I ( ,lll((.R (.LIPS \ SLOPE LIPARALLEL NE UP f2TOREAVE V / (1) yta X 7/8" SELF ��"` 7 e I r,TiL�W.y Plli h00F .. .. . ......... ..._.. .....--- I ll i ! -._.--- -- AIJU AT RIGHT AIJGLE TO ill nr1 tx C FIVLI UOwWS"! ,ABLE. �) SEALING STITCH SCREW \'�„w��\'' AS RCU'D 1_ \w,��\ I') MTO x 3/4" H.H. TER; 2 PRESS FEMALE RIB OVER ® IB" O.C. EA. SIDE STARTER CLIP AND LOCK RI I'OIiM ENP� i / i /-' CENTER RIB iU CLIP. /� '�\; �• ,rf I) j, IF Rill-ROOF I�ANELS \/ RIB-ROOF f / r l /i 3. I NC,AGE DOUBLE CLIP FIRMLY PANEL TYP. / 1" DIA. X 12" SLOT �"d I - // i / !/ INTO MALE CLIPPING EDGE BY IL I I / Q Q ,,. SCUPPER r f ROLLING INTO POSTIUN LIFT STOP-END !' �y� j - •--L-���=r'` UP CLIP EDGE TO ALLOW CLIP 10 /' -- F PnIJ'aON BOX ((S) RIVETS 0 FA,E. LAY FLAT ON SUBSTRUCTURE .:-� ... 1 g11I WnILR I. ) do (3) a BOTTOM _ _ BEFORE PLACING SCREW. j.I — IA. •t,„1t I TLh;S (11IJ' 4 LAY CLIP DOWN AND ATTACH I" 10 SUBSTRUCTURE. DO NOT 0 I -, PULL CLIP AWAY FROM SNAP IN PLACE ML I•.' CLIPPING EDGE. ATTACH 24 GA. RIB-ROOF ,,�h / >0 CLIP TO PURLIN AS SHOWN. CHECKED PANEL I x tPlII: HO NOT FASTEN i 5. SNAP CENTER RIB OF NEXT ........ R'1x Ir) GU1`1CR ----3" L.AP / PANEL TU CLIP THEN SNAP DATE � % FEMALE PLn EDGE OVOER ADJACOJT 3 22-02 SCALE DOWNSPOUT // - / � PANEL. scAl:r _. .. 6. REPEAT STEPS 3.4. AND 5. "" dog Nb:' eIX/ DOWNSIIOU IT 209394 CS ).� ......./ .vf- SHUT N D 3 1 1 2"....... 1'-0" ..._ .... 1 1/2•' 1'-0" I2n0uu1 SCALE: 1 1 2" 1'--D" EXP 2/20057 I H'l llll:ll'1 I E I a " 10 RIDGE CAP DETAIL 7 RAINWATER HEAD WI I I I ;I1 P L-1 __f� 4 C�U1 ff::l . 1 iWl'J`�I 'OU7 DETAIL_ j RIE3--ROOF PANEL serf OFICAUj OF SHEETS MIMI L ...._....._.. - (.:\hiui I1.l akrl'hinnrc\I h.l�\I)+.dwp,III/15'/21MI2 10:50:75AA1 APP`DRAS�� _...._......0DLOW CAVE))LLIRIF` FORM p�O0YR12X0CATI0 E) 4) LOCATIONS 1 J- 11 CEE HEADER CX2.5`04 GA.F --26 GA. PRE-PAINTED w I CAP OVER GYP. BD. o -... \ 4 Z I, p�. O - n Lr- GUTIER---- U q z z n = e WaW N � o W q p O n a o z - N :,TALL. 1- I' U" ` I. w N) 0 r') i 61 W 0, L� I (.Jl Pti�, Il II II, Jj. I...ILAUER p LL u °r�pZN a I- ,_ ..... j RIB--ROOF.........------- #14 X 7/8" STITCH p Op O a 0 w 10 SCREW 0 5_0" O.C. o a °�„ 00 .. BARGE n. 0 m N m I ! - — --- - ----- z a0,a0 ®\1� HANNEL TRACK (SEE--- Li m a w II/ TRANSVERSE FOR T Q N IWxJ°0 SIZE) I F. a0 Z 0 O I� 30„ UP I I 4. 14, Z N,T )Ll I \� CEE PONY POST (SEE__-____. vl0000 w O 00rTRANSVERSE. FOR I -!..-J 0 SIZE) I m ;zx � SIDINGL m } ¢0 . ..- _. . CHANNEL TRACK (SEE--------- I I O TRANSVERSE FOR ,I I -- t w r SIZE) 1 I 1• a 0 a ON) #121H.H. ILKS _.-_.._____-.J 'I I I N r IkA I lr II III ._I • I _ ° °W _I'I I I •--I a l? N=�W�W WN F l I --III rs I I • 1/2 o X 8 I/2'J-BOLT _ oz ma V)0= ' 0 40"1 O.C. MAX CAST IN PLACE NOT � S Q U Q 4 Ft-U j.Q j BY RIB ROOF !Y o Z Z 2 O Q-Z 0 J ua o�° �z°°n i l/ - O•�t J a Y K U K a CMU WALL OR PIER ¢'a'd p(,'7",p U,a Fes- O Z'Y o J`-' / I •� (NOT BY OTHERS "L a O'- `1 ) O iI ° j' < NOII: 1 1/2" PRO,IECIIUN OF CAST IN PLAI:E NOIE: ANCHOR BOLTS Al PIERS - PLACE ANCHOR (TYP). 1/2" P X 8 1/2"J-BOLT 0 WITH NUTS AND WASHER J-BOLTS AS SHOWN 4'-0" O.C. MAX. AT SOLID WALL NOT BY RIB-ROOF z O4 BARS as ?4" tI I ,. IIOIt1/ON1AI. j '.r SCALE: 3" = 1'-0" -.MU-1 z l l / �I=ANvrr',E� " °` 2 PON'r WALL OVER CMU WALL /� ao 1 C /_...... ._._. BY _ I RIB-ROOF FOfI �t� �T�'t1H ZEE PURLIN (SEE--- SCUTT FA: �. 5CT1' / , U TRANSVERSE FOR ` BARGE DATE' W 0 WN I for r LL l 9tatl , r O O I � ` ,all an Pllnl"IL C t).,,µ n,s re r gram nI o1 a t t Z 1 �f II P.a pld tE +"111 I a �' a{r vFl any ,oldT 1 Ih.• �) -� o nanro. Nr e t (� J W J ' CEE)POIJ\ POST SEL------- to v,olate or can,ci 1•10 v:o`':& ... ...-_,-. 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