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H4 <br />f; <br />Y X, IR 3X9 MAtT 11{ &4l 4pON Y <br />8x8 KNOCKOUT <br />BLOCK W/ 2 - 05 <br />8x8 KNOCKOUT <br />BLOCK W/ 2 - 05 <br />8x8 LINTEL <br />BLOCK W/ 2 - #5 <br />1 - 115 a 24" O.C. <br />HOOK 24" <br />ELEV. -0'-6" <br />t' FINISHED FLOOR <br />` ° a <br />to <br />N <br />HUGHES DTC W/ 13-10d <br />AND 4" MIN. EMBEDMENT <br />BEND OVER TOP. <br />N VE1` <br />2x4 KICKER <br />8"xi'-4"xl2' W/ 4 - s5 <br />LINTEL INSTALLED FOR <br />FUTURE CONSTRUCTION <br />/ 4 <br />A-5.1 <br />VINYL SOFFIT <br />8" CMU WALL CONSTRUCTION <br />W/ FOAM INSULATION <br />5/8" PLASTER VENEER <br />6 <br />A -5.1 <br />SPLIT FACE MASONRY <br />BOTTOM OF FOOTING TO <br />_ BE. 2o" BELOW FIN. III <br />GRADE <br />- � - .i,_8„• - III==III <br />. ail <br />g,4ND FILL III <br />I <br />il <br />SEE 61VUCTURAL' AND l-ill-ll�. III- I�I <br />. GEOTECHN1CAL REPORT. <br />11—;:III�,��III=1 -� .:. •�.�� -� ��. �� �. - .:- III \IIIi <br />�I- III =1!1- � � � - - - �. - -_�• •III -!iI= <br />-_-i I_ !-1 - - I_ —III <br />,4 - �✓.2 SCALE: <br />TRUSS T -1 <br />AT 24" O.C. <br />5/8" TYPE "X" MOISTURE <br />RESISTANT GYP. BD <br />CEILING <br />DOUBLE 2x6 BLOCKING <br />BETWEEN OUTRIGGERS. NAIL <br />TO EACH OUTRIGGER. <br />2x6 OUTRIGGER 6 16" O.C. <br />HUGHES HG-10 W/ IS-106 <br />EACH OUTRIGGER <br />HUGHES FA6F W/ 12-Sd, <br />2x6 BLOCKING TO TRUSS <br />TOP CHORD BETWEEN EACH <br />OUTRIGGER, TYP, <br />HUGHES ST 201 W/ 14-16d <br />DOUBLE TRUSS <br />FIXED TRIANGULAR ALUM. OR WOOD <br />GABLE END VENT <br />SET IN WEB OF TRUSS <br />INCLUDE INSECT SCREEN <br />DOUBLE 2x6 BLOCKING <br />BETWEEN OUTRIGGERS. NAIL <br />t0 EACH OUTRIGGER. <br />2x6 OUTRIGGER a 16" O.C. <br />HUGHES HC-10 W/ is -loci <br />EACH OUTRIGGER <br />HUGHES FA" W/ 12-8d. <br />2x6 BLOCKING TO TRUSS <br />TOP CHORD BETWEEN EACH <br />OUTRIGGER, TYP. <br />HUGHES ST 201 W/ 14-16d <br />DOUBLE TRUSS <br />FIXED TRIANGULAR ALUM. OR WOOD <br />GABLE END VENT <br />SET IN WEB OF TRUSS <br />INCLUDE INSECT SCREEN <br />5 � <br />5 <br />A-5.1 <br />A-5.1 I <br />HUGHES FA6 W/ 12-ad HUGHES FA& W/ 12-Sd <br />12 ° R-30 GATT INSULATION 12" <br />6" <br />2x4 DIAGONAL BRACING �6" <br />NAIL TO EACH TRUSS <br />CHORD W/ 2-lod <br />2x4 CONT. NAIL TO EACH <br />HUGHES St 201 TRUSS CHORD W/ 2-10ci HUGHES ST 201 <br />W/ 14-16d NON -VENT INYL W/ 14-16d <br />�X <br />A-5.1 <br />a <br />HUGHES DtC W/ 13-10d 8"x2'-6" POURED CONCRETE LI? <br />W/ 6 - 05 — - --_ <br />AND 4 MIN, EMBEDMENT <br />BEND OVER TOP. - - -- <br />MOISTURE <br />r GYP. BD HUGHES D T C W/ 13-10d <br />�— 5/8" PLASTER VENEER CEILING AND 4" MIN. EMBEDMENT ' <br />BEND OVER TOP. \ \ <br />1 - s5 SEE PLAN <br />' ' HOOK 24" <br />BASE BID <br />FURNISH AND INSTALL STANDARD PRE-ENGINEERED WOOD <br />TRUSSES AT 24" O.G. REFER TO SPECIFICATIONS SECTION 06100. <br />REFER TO ROOF FRAMING PLAN. <br />TRUSS BEARING OF THE APPARATTS BAY SHALL BE 16'-O" A.F.F. <br />AND THE TRUSS BEARING OF THE ADMINISTRAION AREA SHALL BE <br />8'-0" A.F.F. THE BASE BID SHALL ALSO INCLUDE 5/8" TYPE "X" <br />MOISTURE RESISTANT GYP. BD. ANCHORED TO BOTTOM OF <br />TRUSSESAT APPARATUS BAY. THE FASCIA, FLASHING, ETC. SHALL BE <br />SIMILAR TO THAT INDICATED IN DETAIL <br />ROOFING SYSTEM <br />ASPHALT SHINGLE ROOFING SYSTEM ON i LAYER OF 30 LB FELT ON <br />5/8" CDX PLYWOOD. <br />6" CONC. SLAB <br />TOP BOLLARD <br />j� W/ CONCRETE <br />�G 1 <br />SPLIT FACE MASONRY <br />BOLLARD <br />PAINT YELLOW <br />.0 <br />ENCASE BALLARD IN <br />% FOOTING EXTENSION <br />0 <br />2'-0" <br />III SAND FILL III = <br />III- -III- <br />-III I SEE STRUCTURAL AND III <br />GEOTECHNICAL REPORT <br />III III --III III; <br />� ill11 ill <br />III- .III\ -,III= <br />2 LU,4LL SECTION <br />�4 - �✓.2 SCALE: 3/4" =1' -C" <br />6" CONC. SLAB <br />R-30 BATT INSULATION <br />2x4 DIAGONAL BRACING <br />NAIL TO EACH TRUSS <br />CHORD W/ 2-10d <br />2x4 CONT. NAIL TO EACH <br />TRUSS CHORD W/ 2-10d <br />NON-f <br />ENTED VINYL <br />PA E14S <br />A-5.1 <br />8"x2'-6" RVURED CONCRETE LITEL <br />W/ 6 - s5 <br />s5 VERTICAL <br />REINFORCING <br />SEE PLAN <br />5/8" PLASTER VENEER <br />OVERHEAD DOOR <br />a <br />n d Q 7 <br />•t <br />—III III- III=III III-= °$AND FILL III III= <br />SEE STRUCTURAL -AND <br />-- — <br />I,I III -I <br />GEOTECHNICAL REPORT- - <br />I <br />l I I1 I IIII—III=-.III I I .. � � . - � � - � � � � � .. •• � - � =1 I I-1 <br />III III =III: III-II_i-._III- . . �. �.� �. .� •: ...- � •.•�. •. III; IIII� <br />LULL SECTION <br />�4 - �✓.2 SCALE: 3/4" =1' - C" <br />�I <br />nor 'Qw — 1 40-wqblmw—. <br />12b Thtrd Av wane Noah, SWto 102 <br />bafety Harbor, Florida 34685 <br />Photo: (813) '125-0111 Fax. (813) '125-020% <br />ArehItSoUirs - Plaming - &VIft.rteg <br />AACOMO 5 - 111180006mffi <br />>11= <br />Imm <br />J <br />U <br />Q <br />um <br />Q <br />a <br />z <br />oc <br />O <br />aLL <br />H�° <br />� ov� <br />Qa�J <br />Fm <br />C/) <br />o} <br />Lu <br />a <br />N <br />LL <br />w <br />z <br />Z <br />CV <br />WT• <br />co <br />Lu <br />to <br />a Liu <br />W H <br />M <br />CID <br />CO <br />0 <br />Occ1�- <br />ILL LL0 <br />O <br />LL <br />�` ■ W <br />w <br />Jto <br />CM <br />J <br />_ <br />_ <br />LO <br />a� <br />� <br />} <br />a <br />W <br />W <br />N <br />N <br />na <br />revision / <br />issue <br />date <br />GENERAL REVISIONS <br />12/w <br />2 <br />GENERAL REVISIONS <br />02/SS <br />' drawings <br />UJ.ALL SECTIONS <br />iron sheet <br />COW-21 <br />SEPT. IS, Islas <br />drawn <br />RSB <br />