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APPROVED PRODUCTS USED FOR THIS PROJECT <br />PRODUCT CATAGORY <br />SUB CATAGORY <br />MANUFACTURER <br />NOTICE OF ACCEPTANCE <br />EXPIRATION DATE <br />WINDOWS <br />FIXED <br />LAWSON INDUSTRIES, INC. <br />NOA 08-0409.03 <br />05-08-13 <br />EXTERIOR DOORS <br />SWINGING <br />LAWSON INDUSTRIES, INC. <br />NOA 07-0817.16 <br />09-13-08 <br />DOORS -WINDOWS <br />MULLIONS <br />LAWSON INDUSTRIES, INC. <br />NOA 06-0620.18 <br />05-30-12 <br />ROOFING <br />ASPHALT SHINGLES <br />GAF MATERIALS CORPORATION <br />NOA 07-1120.14 <br />04-22-13 <br />ROOFING <br />UNDERLAYMENT <br />ELK CORPORATION <br />NOA 06-0606.04 <br />10-12-11 <br />STRUCTURAL COMPONENTS <br />WOOD CONNECTORS <br />SIMPSON STRONG -TIE COMPANY <br />VARIOUS FL#'S <br />SEE SCHED. SHT A17 <br />12-12-08 <br />STRUCTURAL COMPONENTS <br />OTHER (LINTELS) <br />CAST-CRETE CORPORATION <br />NOA 06-0222.01 <br />05-21-11 <br />POST & FOOTING SCHEDULE <br />POST <br />FOOTING <br />NUMBER <br />SIZE <br />HEIGHT <br />COMMENTWS <br />NUMBER <br />HEIGHT <br />WIDTH <br />LENGTH <br />REBAR <br />COMMENTWS <br />P1 <br />6"x6" <br />13'-4" <br />P.T. POST <br />F1 <br />12" <br />24" <br />CONT. <br />3#5 LONGITUDINAL <br />P2 <br />6'x6" <br />10'-9" <br />P.T. POST <br />F2 <br />12" <br />30" <br />30" <br />4#5 EACH WAY <br />• P3 <br />1/4"x3.5"X3.5" <br />8'-10.5" <br />STEEL TUBE COLUMN <br />F3 <br />12° <br />42" <br />42" <br />615 EACH WAY <br />--- <br />--- <br />--- <br />F4 <br />12" <br />50" <br />50" <br />7#5 EACH WAY <br />--- <br />--- <br />--- <br />F5 <br />20' <br />24" <br />24' <br />3#5 EACH WAY <br />--- <br />--- <br />--- <br />F6 <br />12" <br />8' <br />CONT. <br />1#5 LONGITUDINAL <br />--- <br />I --- <br />--- <br />F7 <br />20" <br />1 24" <br />70' <br />3#5 LONG/ 9#5 SHORT DIRECTION <br />--- <br />--- <br />--- <br />F8 <br />12" <br />36" <br />36" <br />5#5 EACH WAY <br />--- <br />--- <br />--- <br />F9 <br />12" <br />36' <br />48" <br />5#5 SHORT/ 6#5 LONG DIRECTION <br />--- <br />--- <br />--- <br />F10 <br />14' <br />36' <br />CONT. <br />4#5 LONG <br />--- <br />--- <br />--- <br />F11 <br />14" <br />48' <br />CONT. <br />5#5 LONG <br />--- <br />--- <br />--- <br />VAULT FLOOR <br />F12 <br />12" <br />--- <br />---504" <br />O.C. EACH WAY 3-ROWS HIGH <br />SEE DETAIL <br />► ADJUST HEIGHT AS REQUIRED FOR GROUT UNDER BASE (SEE DETAIL #8 ON SHEET A3 AND #3 ON SHEET A10) <br />37'-7" <br />'-3" 1'-40012" 30'--5" <br />P3 P3 <br />®� <br />� rJ <br />:� <br />P3 <br />Moll <br />1 I 3'-2j" L 3,-2» <br />A3 <br />at <br />co <br />" <br />N <br />IP3 N ;A M� <br />" � I <br />F82,-q» 1 2,-7j» <br />4'-0' <br />� � I <br />REMOTE TELLER WITH <br />OVERHEAD SENDING UNIT I 1 <br />(SEE MFR DETAILS) <br />I 1'-10" 2'-2" A3 <br />=z <br />it <br />IPf 3 <br />03 <br />F8 I. 4'-0" <br />0 <br />I <br />o <br />4" REINFORCED CONC. <br />PAD 6" LARGER THAN <br />CONDENSING UNIT <br />r) <br />CU-2 <br />I <br />5` 32'-5' <br />F10 <br />F11 <br />F10 <br />PROVIDE SLIGHT — <br />CROWN WITH GROUT <br />AT TOP OF BOLLARD <br />1/4"x4.5" O.D. STEEL <br />PIPE FILLED WITH <br />CONCRETE GROUT <br />TOP OF CONC. <br />ISLAND <br />TOP OF PAVING <br />MINIMUM CONC. <br />ENCASEMENT AT <br />BOLLARD <br />PRIME WITH ZINK RICH <br />PAINT AND 2-COATS OF o <br />ENDUSTRICAL ENAMEL <br />"GLOSS BLACK) <br />� �r1CAL BOLLARD <br />0 <br />10 <br />A3 <br />12" '-4» '-3" <br />10 <br />/ P3 P3 <br />P3� a <br />F91 <br />i <br />I <br />2 <br />I <br />N <br />1'—A" <br />F_-- <br />TYP. PIER <br />2 3/4"=1'-0" <br />1/2"x8" STEEL A36 PLATE SET LEVEL AND <br />FLUSH WITH TOP OF FLOOR SLAB <br />#5 REBAR ANCHORS 2' LONG WITH 2" HOOK <br />WELDED TO PLATE 0 24" O.C. STAGGERED <br />(SEE PREMEIR HAMILTON VAULT SPECS) <br />#5 REBAR 0 4" O.C. EACH WAY <br />3-ROWS DEEP SPACED AS SHOWN <br />" CONCRETE PI "' "' <br />REBAR VERTU <br />SHOWN <br />#3 TIES 0 E <br />CORNER PIER <br />s 3/4"=1'-0" <br />CONCRETE PIER W/8 #5 <br />REBAR VERTICAL WHERE <br />SHOWN <br />Ir- N <br />I I <br />I <br />#3 TIES 0 8" O.C. L - - <br />- Q» <br />55'-14m <br />1 '—d» <br />(�3 3/4"= <br />TYP. PIER <br />VAULT FLOOR <br />1'-4" <br />» » <br />I 8 ,. 8 <br />MODULAR BRICK FACING FIBERGLASS COLUMN BASE j"x12"X12" A36 STEEL BASE <br />PLATE <br />r owl <br />(4) M" DIA. HOLES FOR " <br />fo <br />DIA. BOLTS <br />`r E OWOF BRICK I II I * 6" <br />b6" 6" 6" <br />I <br />I ' I I t o <br />rn Co <br />• `� <br />L_ - - J I 1i" 9" 1i" i" 9" 1i" <br />L - - - - - - - - MATCH GIRDER <br />- 4x4 P.T. WOOD COLUMN 4-j" 5" WIDTH + J" <br />11 ° FOOTING BELOW <br />VERIFY 2" <br />�3/P. PIER ._ ._ <br />41 <br />$" <br />3-A" DIA. HOLES FOR DIA. I J"x5"x5" A36 <br />THRU BOLTS COLUMN CAP <br />..................... * I I (3) j" DIA. THRU <br />BOLTS <br />I I <br />1'-D" <br />NON -LOAD BEARING <br />FIBERGLASS COLUMN I I I I I I HAND PACK AFTER PLUMBING <br />COLUMN WITH 5,000 PSI MIN. <br />J"x34"x34" A500 STEEL TUBE I I I I NON SHRINK GROUT <br />COLUMN (TYPICAL) <br />MODULAR BRICK FACING CENTER LINE OF TRUSS CORBEL TOP TWO BRICK <br />GIRDER ABOVE COURSES <br />I 2'-4"MODULAR BRICK FACING1"xl <br />4° 4" 1'-0" 4" 4" GALV. METAL BRICK TIES 8"I I 2"X12" A36 STEEL 1-0 <br />BASE PLATE CN <br />MODULAR BRICK FACING VERTICAL, 16" HORIZONTAL (SEE DETAIL ABOVE) <br />X ---I— -- " I I <br />DIA. EPDXY SET ANCHOR <br />BOLT W/8" MINIMUM TE CURB oO CONCRE <br />EMBEDMENT AND LEVELER <br />M ff_ffi�� ft —<.. <br />NUTS AND WASHERS <br />p!�5 ECTION <br />FIBERGLASS COLUMN BASE 4=1' <br />EDGE OF BRICK BEL 70,1 -4 FOOTING BELOW <br />�CORNER PIER <br />3/4 -1 0 <br />I <br />16'-9" 2 <br />A13 <br />12 3'-4" 3'-10" 4'-0' 3'-11" 4'-0" 4'-0" 2'-7" 4'-4"j3p u 4'-0" 4'-0" L. 4'-0" 4'-0" L. 4'-0" 4'-0" Lo 4'-0" 6, 4'-0" L, 4'-0" L, 4'-0" Le 4'-8" '-4" 8" 4'-8" <br />--- -- —= -- — — — — --------I-- _T ----- <br />00 <br />I <br />3'-8" <br />A11 I <br />d- <br />e • ALL RMS RESERVED <br />r�(DRDA 3 ASSOCIATES ARCHREC1S®2DD8 COPYWHR <br />REVISIONS <br />1 <br />8-13-08 <br />J <br />NC=) <br />N O <br />� o <br />0 <br />w <br />oww <br />H <br />� O <br />� <br />Q <br />� <br />� <br />I� I� <br />O <br />N <br />E-10 <br />�o <br />w4 <br />E-1 I <br />I <br />�..� r <br />OD <br />04 <br />OD <br />Lo <br />w <br />J <br />�F— <br />J <br />O. <br />V1 z <br />z <br />U <br />�w <br />Z <br />LL.I <br />N <br />N <br />O <br />DATE. <br />5/30/08 <br />SCALE. <br />AS NOTED <br />JOB NO.: <br />27013 <br />SHEET: <br />A Qo <br />OF <br />22 <br />SHEETS <br />