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HomeMy WebLinkAbout29043 EL TORO RD_ 02-00000392 FH ———————————————————————————— ——————- - — — —— — — — ———— — — — — — —— —— — —— ——— — —— — — — — — f NEW 6fKfff L I &Ht C & LAN05GAPti PARKWAY 20' LAN09GAPti STRIP OX EP - "� NOW GUKO ANO &UffOK � LE \ PP \ Gt1r \ ticV cart ` Y LAN05GAPEv, I �I �� ��;_� \ •\ � I PCC SLAB Il►I ELECT* \ METER ,e STUbCO GARAGE 30' 6AtE \ I EMfK&fNGY/Kf6fK I GffQ �-;� • AGGO55 ONLY \ GAS VALVE'\ TRASH \ ENGL05URE � GA�CaNN. g \ \ \% A66UMOO PROPERLY L I NE5 �`�\\� \•, fOK 503 GOMPLIANGO \ \ \ \ A . Gf--NfRAI• NOTES 1 . THE GONTRAGTOK 5HALL VERIFY ALL 9IMEN510N5 ANO GONOITIONS AT THE 51TE. 2. ANY 015GREPANGIE6 5HALL OE OKOU&HT TO THE ATTENTION Of THE ENGINEER OEfORE PKOGEEOING WITH ANY RELATEO WORK. 3. ALL WOKKMAN5HIP ANO MATERIALS 5HALL GONfOKM TO THE 1991 UNIfOKM OUILOIN& GOOF ANO/OR ANY LOCAL OROINANGES. 4. ALL ASTM 0E51GNATION6 5HALL OE A5 AMEN0E0 TO OATS. 5. 501L 15 51LTY/5ANO LOW EXPANSIVE PER 501L5 REPORT. lb . 5 I Tf-oWOKK I . ALL OAGKfILL 5HALL OE GOMPAGTEO TO A MINIMUM Of 90% Of MAXIMUM OEN5ITY OK A5 OIREGTEO OY THE 501L5 ENGINEER. 2. ALL WATER 5HALL Of REMOVEO fKOM fOUNOATION EXGAVATIONS PRIOR TO PLAGIN& Of GONGRETE. 3. THE OOTTOM Of f00TINb5 5HALL Of, PLAGEO 18* OELOW THE LOWE5T AOJAGENT bRAOE. 4. f00TINb5 ARE 0E51 &NE0 fOK AN ALLOWAOLE OEAKIN& VALUE Of 1500 P5f FOR 150LATE0 f00TINb5 ANO 1500 P5f fOK GONTINUOUS f00TINb5 IN AGGOKOANGE WITH 501L5 INVESTI &ATION PER OELOW. 5. f00TINb5 5HALL OEAK ON NATURAL UN015TUROEO EARTH OR EN& INEEREO fILL IN AGGOROANGE WITH 501L5 REPORT PREPAREO OY 501L5 OOUTHW06T ING. ) PROJECT NO. 90024f, OATEO MAKGH 8) 1990) KGE •31706. O o 0 � F 10 /p 10 r� 10 10 0 10 10 n 0 0 O 1 n OPEN t0 HALAAAY 6X6X 16 GONG 6l•OGK P 16R — tYP I GAI. Of MK - GA5T f2 l L AStEK GAP - TYP 26 bA b. 1 . eLAOHINb 7 F ■ L �. a O. 26 bA I . fLA6HIN6 I I i I I NIL o o, I L -Tl 4 NOK fNWOST OI•OVAT I ON 0 _ o 0 METAL, ROLL.-UP OOOK TYP I GAL. i' \�� X` O• ?%O• d,F' T a+ 00 \ '� o, S, �Fti 0MR 72'-7" OVERALL 1 4'-7" 20'-0" 20'-0" 2 F1 ---------------- \ i i INDICATES FOOTING ` I I I I � I 1 I 1 CONTROL JOINT (TYP.) (2) 24" x 24" x 12 I DEEP FOOTINGS w/ -BAR- ,W--- ----- = - - ----------------- ` \ 4" SLAB WITH #3 REBAR Cam? 24" O.C. El N I I 1 1 1 \ - - /gam ��• . 3 �; ,9•• �` D4 - I I I 11 1/2" x 1 1/2" 1 SLAB RECESS 1 I / $ 5 F1 F1 4'-1" 10'-0" $'-$" Y -.. -.'#I T,1.£-vWTV, , I Ul ' c Xx d'• cp 'U sr•. i e 4 F1 R' \-30 �� \� xSNO IA � 10 \0, /k/"IX h / 110 \01 /0. \01 08'-0 8'-8„ 8'-8„ 1'-4" 8,-8„ 1 -4 8 - 8" 1 - 4" 8'-8 1 L11 1/2" x 1 1 112" SLAB RECESS (T,r'P.) I I I I I I F I I I I 20'-0" 20'-0" 20'- I I C I I ems, I i ---------- ------- -- -- -------- 4" SLAB WITH G �'• i i #3 REBAR © 2 � I I I I 2 [3 1 170 1 1 1/2" x 1 112" 0 SLAB RECESS (T�P.) V - �'• 5 1'-4" F1 1 -4 The Geotechnical Engineer shall observe the Foundation excavations before 1L.- -f -- A of a-krlll km /'1;11, t � - ., .. ...:_.., .. s. �. ,x�. � -.. _ �"'\ —' i �n f , i F 1 16 11111,7,7 i �IJI i OB fi x1ol-Tr-W-1 /0 10' 71111177777711111 i i [ I p i N O L) I 0 I i I I BARGE RIB-ROOF 6" 10 X 2 1/2" 16GA. ZEE PURLIN (TYP.) 12 --� 1/4" DI ------------------------ --- uj - - Q w O LL_ OJ tL O O LLJ LL_ O a = O a En LLJ o Z o F— ~O N � F— Z \ O \ W O m O Lo N co rn Q I o0 -1 1/2" DEEP 1 1/2" DEEP NOTCH 6 NOTCH D1 32'-0" TRANSVERSE SECTION - BUILDING - T 1 SCALE: 1/4" = 1'-O" 8„ O w w E F UN x _z Z w (2) #5 HORIZ. REINF. AT TOP COURSE T.O.M. (BY MASONRY CONTR.) SOLID GROUT AT STEEL LOCATIONS I I I I #5 VERT. REINF. @ 24" O.C. (MAX.) VERT. PIER REINF. BEYOND ~ 1E O I I - w Z I SOLID GROUT BOTTOM TWO COURSES DOOR HT. (VARIES) I I (2) #5 HORIZ. REINF. AT BOTTOM COURSE (BY MASONRY CONTR.) i. I I PIER BEYOND F.F. SCALE- 1 112" = I '-0" ��_�L'i_: 1 10 RFINFORC L- D LINTEL 8 '1 6 " UL-90 ROOF CLIP W/ (2) #10 X 3/4" H.H. TEKS RIB-ROOF (DRIP FORM 0 LOW EAVE) GUTTER CLIP 0 3'-0" O.C. W/ (2) #14 X 7/8 S.S. STITCH SCREWS I CEE HEADE (SEE TRAN`. 1 _ CEE HEADER FOR SIZE) � TRANSVERSE FOR I SIZE) CEE HEADER C 6"X2.5"k • N \ X � Q GUTTER CMU WALL OR PIER (NOT BY RIB-ROOF) I I C M U WALL 4" 4" 4" (NOT BY F PIER ANCHOR BOLT PLAN NOTE: 1 1/2" PROJECTION OF CAST IN PLACE NOTE: ANCHOR BOLTS AT PIERS - PLACE ANCHOR (TYP). 5/8" 0 X 7" J—BOLT 0 40" WITH NUTS AND WASHER J—BOLTS AS SHOWN NOTE: 1 1/2" PROJ O.C. MAX. AT SOLID WALL, ALL OTHERS AS NOTED. NOT BY RIB—ROOF ANCHOR (TYP). 5/8 ---- O.C. MAX. AT SOLID i NOTE: SCALE: 3" = 1'-O" AT EACH DRAG STRUT LOCATION ADD (2) 3/4" SCALE. t 1/2" _ X 7 ANCHOR BOLTS EACH SIDE OF 5/8" 12 GUTTER @ CMU 9 HEA _ ----- - - - _ - -- - 1/2"0 X 1 1/2" #14 X 7/8" STITCH A307 M.B. SCREW @ 5'-0" O.C� — CEE HEADER 'r' a"vo r,"Y 1 d r.A ,4) # I 24 GA. RIB-ROOF UL-90 CLIP (2) #12 H.H.- TEKS ZEE PURLIN (SEE SECTIONS FOR SIZE) 9 1/2" X 18 GA. DRAG STRUT OVERLAP AND USE ZEE PURLIN (7) #12 TEKS TRANSVERSE f SIZE) 0 0 CEE BEAM (Sf TRANSVERSE f 0 SIZE) 0 0 (6) #12 H.H.- o TEKS #12 x 3/4" 1 '-0" O.C. 'C' POST (SEE TRANSVERSE SECTION FOR SIZE) I I I DBL. CEE PO SEE PLAN OR SECTION SCALE: 3" = 1'-0" ST0014 SCALE. 3" = 1'-0" 1 nRAG STRUT SPICE @ CEE POST 9 BEAM 4 (. A. HID-RC PANEL NEOPRENE INS PLUG CLOSURE WITH SEALANT VALLEY PLATE IF REO'D. 1 112" = 1 '-0" VAL