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Last modified
3/20/2025 7:47:58 PM
Creation date
2/25/2025 9:52:36 AM
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Building Plans
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Dairy Rd
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BASE BID <br />FURNISH AND INSTALL STANDARD PRE-ENGINEERED WOOD <br />TRUSSES AT 24" O.C. REFER TO SPECIFICATIONS SECTION 06100, <br />REFER TO ROOF FRAMING PLAN, <br />TRUSS BEARING OF THE APPARATTS BAY SHALL BE 16'-0" APP. <br />AND THE TRUSS BEARING OF THE ADMINISTRAION AREA SHALL BE <br />9'-0" APP. THE BASE BID SHALL ALSO INCLUDE 5/8" TYPE "X" <br />MOISTURE RESISTANT GYP. BD. ANCHORED t0 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 1 LAYER OF 30 LB FELT ON <br />5/8" CDX PLYWOOD. <br />HUGHES OTC W/ 13-10d <br />AND 4" MIN, EMBEDMENt 4 <br />BEND OVER TOP. <br />wl QL/A 11 <br />KRAFT FACED INSUL.--/ ", NON - VENTED VINYL <br />TAPED AND SEALED SOFFIT PANELS <br />518" TYPE 'X' <br />Sx8 LINTEL BLOCK GYP. BD CEILING W/ 2 - 05 <br />5/8" PLASTER VENEER <br />8 <br />A-5.1 SINGLE HUNG <br />WHITE ANODIZED <br />III ALUMINUM WINDOW (TYP.) <br />I - 05 AT 32 " O.C. <br />HO IZ Re".NOOK 24" <br />AT 16" O.C. TYP. <br />SPLIT FACE MASONRY <br />OR 1-1/4" PLASTER VENEER <br />CABINETRY WHERE TO MATCH SPLIT FACE PROFILE <br />APPLICABLE <br />4" CONC. SLAB REFER TO ELEVATIONS <br />jk ELEV <br />FINISI <br />II I I - <br />1,41 III= <br />III III �- .. - . � � . • � � - �� IIII � I- <br />SAND FILL <br />SEE •STRUCTURAL AND III- I = <br />GECTOC 4NICAL REPORT I _ <br />I <br />I <br />I <br />- � 3 L14LL BEST I ONI <br />V"� <br />axe LINTEL BLOCK <br />W/2-05 <br />5/8" PLASTER VENEER <br />DRIP EDGE <br />SEALANT <br />5/6" "J" MOLD <br />1/4" WOOD SHIM <br />SINGLE HUNG <br />WHITE ANODIZED <br />ALUMINUM WINDOW (TYP.) <br />UJINDOUJ HEAD DETAfL <br />SCALE: 1-i/2"z-V-0" <br />2 - 03 a 16" O.C. <br />ALUMINUM WiNDOW -� <br />SYSTEM <br />1/4" WOOD SHIM 14 - 5.1 <br />SEALANT <br />GALv. SILL FLASHING <br />EXTEND 1" DOWN FACE <br />SOLID SILL BLOCK <br />" 9 L iNDOL elLL DETAIL <br />A-5.1 SCALE: <br />SCALE: 3/4"=1'-C" <br />J• <br />•L <br />8"x2'-6" POURED CONCR <br />W/ 6 - 05 <br />8" LINTEL BLOCK <br />W/ 2 - $15 <br />DRIP EDGE <br />PROVIDE 2 - a3 0 16" O.C. IN <br />BOTH WITH S OF B-5 AND ALL <br />BLOCK S SPANNING 8'-0" <br />OR MORE <br />�Eo4C�ER =ET,4 i L <br />SCALE: <br />HUGHES F046 W/ 12-8d <br />GIRDER TRUSS <br />REFER To FRAMING <br />PLAN FOR LOCATION <br />12" <br />Q 411 <br />JACK TRUSS <br />HUGHES OTC W/ 13��E4 <br />AND 4" MIN. EMBE <br />BEND OVER TOP. <br />KRAFT FACED INSUL: <br />TAPED AND SEALED <br />5/8" TYPE 'X'- <br />GYP. BD CEILING <br />HORIZ REINF. <br />AT 16" O.C. TYP. <br />4" GONG, SLAB <br />" NON -VENTED VINYL <br />SOFFIT PANELS <br />9x8 LINTEL BLOCK <br />W/ 2 - 4*5 <br />g 5/8" PLASTER VENEER <br />A-51 W/ DRIP EDGE <br />SINGLE HUNG <br />• WHITE ANODIZED <br />ALUMINUM WINDOW tTYPd <br />9 <br />A-5.1 <br />III <br />1-#5AT32"0.0 <br />HOOK 24" <br />SPLIT FACE MASONRY <br />OR 1-1/4" PLASTER VENEER <br />TO MATCH SPLIT FACE PROFILE <br />REFER t0 ELEVATIONS <br />a - <br />�t III --I - <br />_ • • ... - - : _ � . � I i =I1 � III i ' -III=1 ; <br />.-.•_ _ -:- a •.... ... _ .: ..• .. _ . I � <br />IIII1 <br />D <br />- : SEE = <br />HEW <br />- IIII <br />_ SANFILL — <br />STL RUCTURA AND t <br />GEOTECHNICAL REPORT — <br />I <br />__ � : •... -.. - . - .. . -- -• - �. • - �- .. IIIlil= <br />7r <br />'ll�� I!IIII--!I-III1il I1=lii -III ��Iilll�I�I ,IIII' I�i� �I�I—IIIIIIIII III__ �IIII�'i <br />2 LU41L L SECTION <br />" 6 JOINT <br />A-5.1 <br />SCALE: 3/4" =1' -V <br />5/S" PLASTER VENEER <br />5/8" "J" MOLD <br />SEALANT <br />SPLIT FACE MASONRY <br />DET,41L <br />SCALE: 1-1/2"=1'-0" <br />FIXED <br />rp <br />CONCRETE CAP <br />SLOPE 3/8" <br />4" CONC, SLAB <br />IX7 TRIM <br />Ix PRIME TRIM <br />2 - 2 x8 AND 1/2 " <br />PLYWOOD NAILED <br />TOGETHER W/ <br />HUGHES HSIS STRAP <br />W/ 14-16d AND <br />6" EMBEDMENT <br />I6"x16" CMU BLOCK <br />COLUMN. FILL CELLS <br />SOLID WITH 1 - #5 <br />EACH CELL <br />• • • - • • . �, � .. = - I i � I III=- i IIII = <br />SAND FILL. _ <br />- - III- <br />SEE STRUCTURAL AND <br />T H I A _ GE G RT <br />Q EC N L REPO - <br />i III - - •. - • - � - <br />-- <br />ITT <br />111IIIIII--� 11III111 1 � 1 _III „I � I l i lIIIIII--1 ! ,III,111 _I I„ <br />W 4 L L eps a or i ON <br />TRUSS BEYOND <br />NUM INSECT SCREEN <br />LAR ALUM. OR WOOD <br />GABLE END VENT <br />3ET IN WEB OF TRUSS <br />6RIMETER OF LOUVER <br />FLASHING <br />EXTENDED UP AND <br />AVER WEB OF TRUSS <br />1/ENT CMT41L <br />SCALE: <br />SCALE: 3/4" =1' - V <br />AL <br />UMINUM DRiP <br />FASHING <br />t y 1x TRiM <br />1x PRIME TRIM <br />2x10 P.T. FASCIA <br />BOARD <br />NON VENTED VINYL <br />SOFFIT PANEL <br />2x4 KICKER <br />F1ASC i A DETAIL <br />SCALE: <br />�I <br />126 Third Avomm north, Suitt 02 <br />Safety Harbor, f•lorida 346W <br />PI : C813) 12b- D111 Pax: (813)12b-0209 <br />Ardhttoowe • pu" • wokwwwv <br />AAcmm D • M00006M <br />J <br />U <br />Q <br />um <br />a <br />o <br />Z <br />o0 <br />O <br />a� <br />coo <br />� <br />o} <br />W <br />a <br />N <br />LL <br />W <br />z <br />Z <br />cm <br />W <br />r <br />aW <br />WPM <br />co <br />� co <br />0 99 <br />LL <br />O <br />LL <br />LL <br />cI W <br />w <br />to <br />co <br />J <br />- <br />co <br />rc <br />to <br />a <br />W <br />W <br />N <br />N <br />no. <br />revkion <br />Ileam <br />date <br />1 <br />GENERAL REVISIONS <br />12/W <br />2 <br />GENERAL REVISITS <br />02AS <br />drawing <br />WALL SECT I OBIS AND <br />DETAILS <br />ixojeI sheet <br />BG9s-21 <br />date <br />SEPT. 15, ISW <br />drawn <br />RSB <br />
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