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HomeMy WebLinkAboutBryn Mawr Resorts Inc. - 13050p� *� «. Nu,F«*x, �. :...'nw S t• fleV`+ ,-.0 c'y^`ak'=•' ,/'�� yam(}INN ,w. "ub - i•'%. , "�r" e .• ..ry .. t t '.v v n :. :.?: rc x v rc n• s� s ". :,' :? r« r < . .. S Y F« " , •'...... g n, x... .: as'.. <•.. v ,, <nry a �$;'�.i 3 t kdrM 9 xR d n , .'. .:e .,r < u .,:< " as •<J� q # - . • • .x:. :..e y p�'hh:s.euti.Y NA Y r x `i. Mf Y'§ ,. R. P�+p#.g. •"v ^ ar +..Fxy Y x n' a Y j.. F as ;.:F¢c�fi at $ Y Y. 3 2 x p ry ra r, n x • a i f �y ? I �q Qo7�� i� 0 i� ��h LET z h m , a r00 I! 114 10 I5 - CT rl,ORi"'A FZRMIT This plen ccnsistinq of _ _ numbers-' ~heats, Fach shset being identified by tl,e .al of L Supervising Arohiteut, i:i Lche ^ ') ,,prrov:e3 he on Condit ior; thatt:,econSt^uctiunc..m.;;w4thth- e plans and t o rules and laws o the _cmissio- SuperviBing Architect i Data FUROA k6Tft tiEffA&br1'r t;0MIJiI§�'It'3(� NOTICE PERMIT NO ............... IS ISSUED ON PLANS ,\0� Of H. - APPROVED SUBJECT TO APPROVA OF ;``� •'' �EFfE' *� `P2 _ ...........I CITY BUILDING DEPARTMENT ` ............ COUNTY BUILDING DEPARTMENT t7g R e ............ COUNTY HEALTH DEPARTMENT :T��CAAC�•e�• �Q �ejejllllell1111111A. %\yx 1,• FLORIDA HOTEL & RggYe�IR.Aldfi CONlMISSID NOTE THESE 'DRAWINGS SHM..L fimi ON TiE P:RUCT AT *%L /J `,- These (Drawings HAVE NOT BEEN REVIEWED by the Supervising Architect of the DIVISION OF HOTELS AND RESTAURANTS. 4 i \ It is the responsibility of the LOCAL BUILDING DEPARTMENT to examine plans for compliance with all applicable State and Local Codes, and conduct inspections. VERIFICATION CERTIFICATE N0. is Issued to verify the existence of a� Certified Building Department in the Locality of construction v Y / afta PMENTION»VED � P r,. and DOES NOT CONSTITUTE APPROVAL. Date_ Supervising hit.ct 2� FLORIDA HOTEL & RE8$A'(JRAI`iL'f`F.b�1I�11SSION ko tjbk F 1 PERMIT NO 16 . 1�1A4`i'`; APPROVED SI�BJEJ TOAFPAOVAL bt CIc �l H�ni y0�� OITYCA �ILIi1aita�� �� `CO Nl tlrcdt�l tfet `Tw w 1 �'C�r� CCN�Ti�,UCT(�N Co-19_, 75 e n 1 � AP,turlc l For1T PiE,erE � / ��� LOCATION pLaN STRUCTURAL PLUMBING ELECTRICAL—__/I{/� SUBJECT TO: L SOUTHERN STANDARD BLDG. I`C Z• AL ELECTRIC CODE s _._ .c .,,.- -.,-_ , , rF• " .,' _ . b 9 N:.-:TRn*P r'-^x: a ?>'k ' F , -. - 1- It C7 Y _ -. _... 1- 011-.. . ,40 , QII �,-00-40 LAN DING I R, um "r�l' +� ' flS L] 4) I , I I 4 ` { i I$T;, �O h �`. A5 I r I a 5 ,24 QF A�.✓'{ TILE FL2 I � F � �._. DECK EL, 14'-8" I ; I GiLOPF FLiZ 'f0 �k,�III I I �\ a C� r A =(o RET044- Ai G IW-L s r- DblG ACUP - I I S k r� rJ LoF'T r r_ lCa 6c NOTE: For< OFF A: ^0NA EQut�• SPL�G__ � INS�A LATi�7tl DEVILS SCE E QUIP DwG`�._ 5`t'_KKURAR`1,.tf CO ,INC. . �fr , t,:; PN1''05i524•5g25 tU ac Z II tu I i i I Q I I _O I 7 ^ it :, A4 GRow.5 NEST PLAN D R AW ' N P 0 N E S_ A FOR ALL,N A I ER;AL r`ES, GRADE Y-F i .-. SEE — E. (I f �'A , . _ -`.CAI_ v?L, II:� FOR', ih ER CO, ,4EC'i +OI13 2 3"4 {q ?I` SQ. X 'f8tr S :"E-EL C "E' WAST ER A-'. :.EAD 'fit E?R 3 }:.L Y. ,::_ . X 0' - 3" AWv LE; A'? D;AGONAL J03, s .;. - M C �'<FiEy'RO_ 31; 'FP,xLL D:I4`.,, L-REGS'yR.E :"REAiED tl', W-IERF _ 1 8 X 8 X +G" C*M., :ASEh EN WALL, W/ R,.�,:;5 WALL_ * OR C7 :.'.L RE.INFORC NG A-, 16' O.C. & .F 5 CONT, N4 TOP _ 04 D M1 , CC. R..SE, VERTICAL_ REINFORCING 10 -�E'{5 AT 48" O.C, tMAi. -A. :> ; ' ... N �� i Q ,� EAC: AD_tACEN-GCORNER CELL (3 >ARSJ VERTeCAL .i-i�'EEL -10 E CON"I IN, O`.'S FROM FOOTING 'NTO t-OP CO'4,'.RSE. ./. - �/ A i'ROV IDE 5 DOWELS i O ELS >','t .G> O.C, ..MAX, SI'ACIh4G. ALL -APO: ..P�..p r INCJPIERA-I'OR ROOM, EX"I`END?NG 24" INTO CONCRE i E : LA A 0.;-E FILL ALL VERT;CAL CELLS SOLID WITH CONCRE' E :3RO., -, C SIMILAR 2 POST, 4 T; 8 C( w� GALV. MET", "OST :,ASE--OL'1ED'T0 FLOOR LAI & wi TO RD a - OBE, - FIREl-LACE WALL, SIMILAR CO ( �) EXCEPT VER i-iCAL :. AR-, -0 E- tT 16"O.C, e'AX -SPACING. PROVIDE GALV. MET, CORRU -;A,ED RICK TIEI� r- 8" O.C, -:OTH WA'r � TO HOLD S'• 4 Li:6E 6" THICK C.M.Q. WHERE INDICATED TO ALLOW CLEAR .;i'=ACE FOR FLUES. 5 STONE VENEER OVER (3;. & ''4', ' 6 FIREPLACE FLUE LINER, 13" X 9v `T'ERRA-COTTA. 7 !NC9NERA"'i OR FLUE LINER, 4 /t" X 18" TERRA-COTTA. METAL FLUE 12",Fi, SEE MECHANICAL DWGS. 9 %' FIRES"RICK 10 ASH DUMP 11 FLAGSTONE HEARTH OVER CONCRETE•,SLAB 12 STEEL SPIRAL STAIR, TYPE 64E WOOD=SRIDGE ORNAMENTAL IRON CO., 2715 N. CLYBOURNE AVE., CHICAGO, ILL. 60614, TELEPHONE , '312"; WE 5-1500. 13 - SALAD UNIT REFRIGERATOR 14_ CHAR TROILER (GAS ASSIST' W,./ ADJUSTABLE GRATE HEIGHTS 15 RO9LER HOOD W/PERIMETER AIR SUPPL"! 16 MICRO WAVE OVEN 17 PLATE 8: FLATWARE CABINET 18 TRA`:: STORAGE - 19 FOOD SERVICE CA3INET 20 STORAGE CABINET - 21 -BAR - 22 i'HREE COMPARTMENT SINK W,/DRAIN BD. 23 ICE MACHINE 24 FREEZER 25 REFRIGERATOR 26 3/4" ''L°'WOOD-SHELVES, 2" WIDE, PROVIDE 6 SHELVES EACH SIDE ON ADJUSTABLE METAL SHELF BRACKETS, 5 S'ANDARDS s W;/ 3RACKETS EACH SIDE, EQUALLY SPACED. .', STEEL ASH CONTAINER :=N WHEELS 28 INCINERATOR, MODEL RL-4 PAY SPRONZ INCINERATOR CORP. :268 PL`+MOUTH AVENUE SO. ROCHESTER, N. V. 1467-' PHONE: ('i'16, 235 48v"` 6 29 WOOD LANDNG; SAME CONSTRI_FCT'.ON AS LOFT DECK, S1,_"PPORT B`TW, EXTENTED LOFT DECK BM. °x STAIR PQS 30 WOOD LADDER TO CROWS NEST. WOOD BENCH FROM 2 X 6 S4S So. F 1NE ON 2 X 4 FRAME S ,'i'OR "-S AT ± 3'-0" O.C. ' LoF-r PLAN r I I i 40r-0' MAIN 5LD6 A5OvE__` I WOt^QN 4' a' l l .41' 0" hti�E; &L HARP,NAKE To �E 5ELEGtaD e,7, OwNc-I-. Tom- t0 SLOPE- FL'-IOR . �T0 OR<IN / gIIa MrTAL Q '8 Ft - s.c. STEEL D I slwnr,-- FULL I'/1LHIZ. �aHE louden RAT ED �J 3CC y -- r< I �rlc I ll A� � � w � I I �c � � r - __. j� 71 .i r4, [Wlc �l I DOOR SCHEDULE A5 "l NK• SIZE PE REMARKS D9A=o " A5 �I'•8 I`8` D1 4+ 1 SO " DI 32x82Q)x I3/4 A"' AL- "' A' r J r D2 32x 82�_)XII 'A" NiAGE io Ft r ClFFNI, c 6hf `YPic �s- 4 MEN E ' EL(o'7" z a W v V, WAt;. T --- T 3 x,�3 (±)xF:' iN p r 5f Ins tiETAtr_'' Root�S A 3r SIM[LAQ 7r? WOOP WINOOW� t 2 % + 3 k 06 �( X3/41 7YPB " 5 " VOOR 1 TO �E GOB, _ k D'►' A i- OH Ex ER.toF, FADE ONLY w/ if >: '_. 2' JC 6AX I3/4 �i„ WOOC7 SjILl, NC, TO WHSCN FXT. ,- _}. - — E _• I �t �t . rt - / .;�-- ' _ p - - 'fie?fa 72... '# tan*.. 'St e jh I„'Ed' 'rlt ^' X I'''i<,. 'r0" T�f ea .I'.•._ Inr AVe r t.7<' wr71 s Ec ) Sf7u ro-�: R SY h M C. , te' 2 x 6 x l G ci D9 6Ax �'� �j - - g n 6 q 3 r I x 'G i-O .NOTE: � x x t r-- DEGK L/PAI�iS PROJEG_ - { EL.(o-' ' Z' Q° & � T%=� FIR iZXT%i IIo„ "fYP. ALL AFOUN>� i � € �± I Ili �II �{yy J� a,__k —r _�. yG • a I It 7F VI - _ 1— -..,,,o�- �IIS '-.0 nND RFI. O[UCTI��_ -—�iIL to z LIIlG, INC. _ OF 51-0 e. "c" r ,nE INro ATION ntir, K dC1V.H T SlH RROP- `/VVV LAKELAND, FLORIDA -�� '� \ �F M1 ST - "FRET)'R NEDEU OrJ NL \�� •//'ORM ATI OK THEREDF - .GnY r T HF FS" NOR ol"v GE. C - C�'�.C�. r''w^ HE \JRITTkN I'ERMISS ` ER//,,�� �^ A /� {l,�. ] .�e�r'..�f i �y - ,r M1 , 1� ENGINEERING INC .SE FT. F `� FLORIDA r ! \ r' E IV 1 E 1'� T i L A { R THI UVn"r' YC MIST NO] 6E ICAUSER NT-,' 1EINL OR FAHRICA Nrh I�NLo As cHECKEr, SHEET TITLE vat it ... 1�1_ PC. FOR ..O^LSi RU"TION- QR S - iI` 4flAb N %IAY r1C� �y O 15SUED Fof-- C 0 N TI44, ,L �°T� `,.:t.s ll.I�. vW t`� Kill, , ER N D IS SUE `" ORDER O2 O ^ DRAWING NO 5 4PPRO!ED SCALE 1 — — AS SHOWN � L y 67O7sI 7 — ON 9NIMV214 'g TI-1 R00F. PLAN SCALE /8 0 1 2'34 5 Ic' IS I I I �I ' s tl t 7�1,� r � O I � q-2 tN4LLii�IN6 4 CASEW,:: 1 .. -,I C' f "n IL' tQ C't L -0 EQ. Eq.%. I VAIN Wit4 -ALL 7 0(� ✓ . Y, (20 REG-) 2 TOPICAL N000 S �c_%" ELEVA7, I/r a .. i 0' I 2• 4 5 10' EYTERIQR ELEVATION SCALE = )14 I ?=L.14'-8" --- - I X _ r Fp , � / T1 iAr.9 F a STEP 6ASEMEFJT SLAB EXTERICR ELEVATIONS B,C.'D. SCALE %8 O 1 2�45 10 15 -N._, tY �A s'Iz DRAWING NOTES ' A FOR ALL MATERIAL TYPES, GRADES & FINISH SEE SPECIFICATION. 0 TYPICAL BOLTING FOR TIMBER CONNECTIONS: 2-3/41, M.BfS W/ 3" SQ. X 1/8" STEEL CUT WASHER AT HEAD & NUT OR 3 X 3 X 1/41' X 0" — 311 ANGLES AT DIAGONAL JOINTS. C So, PINE. ROUGH (FULL DIM.) PRESSURE TREATED (PT.' WHERE SPECIFIED. I SHINGLE ROOF, LIGHT CEDAR SHAKES W,/7" WEATHER OVER 1 X 4 STRIPPING AT 7" O.C. NAILED THRU 1" RIGID INSULATION TO 3 X 6 ROOF DECKING. 2 ROLL ROOFING, 3 PLY ASPHALT SATURATED ROOFING, WEIGHT AND APPLICATION AS PER MANUFACTURES RECOMMENDATIONS FOR 20 YEAR BONDED ROOF, PROVIDE i" RIGID ROOF INSULATION OVER 3 X 6 DECKING. 3 FLAGPOLE, TAPERED HARDWOOD 1 1/2" ,Pi AT BASE, MOUNTED IN S.S. SLEEVE WELDED TO S.S. CROSS STRAPS BOLTED "f'1-IRC]1t(-.w UKUWS NEST ROOF BEAMS, FLASH & COUNTERFLASH MOUNTING I BRACKET TO PROVIDE WATERPROOF CONDITIONS AT ROOF PEAK, 4 FLAGPOLE, TAPERED HARDWOOD, 211 Q'ATBASE IN WALL MOUNTING BRACKET & BRACKET TO ROOF BEAM. 5 WOOD SIDING, 1 X 10 So, PINE, ROUGH SAWN, LAID VERTICALLY, 6 STONE CHIMNEY. H� 7 CHIMNEY HOOD tiSIM!LAFk OVER eTV.01LER VENT 8 FLASHING, 22 GA. G. I., PAINTED BLACK, ALL AROUND CHIMNEY T SHINGLE ROOF TO COMPLETELY WATERPROOF CHIMNEY OPENING, 9 BROILER FLUE HOUSING, 2 X 4 WOOD FRAME STRUCTURE, W/(Sl & BATTENS FROM (5' 10 BOLLARD W/CLEATS, SEE D/A-5. AB111. HAUSER, 1 1/2" V, SPLICED THROUGH EACH CLEAT. 12. PROV;AE L1GtMTNtNG ARxE .Taatc 9YSTRr� Irv/ U/L, LAT*..Cc.. 31p It : + 11 ' �Oa" f"r. Pit'. Eh3 '✓`:. _. _ U ISSUE DESCRIPTION DATE BY CK'D ISSUE DESCRIPTION O 1'�LIF FCr C©N' *1'RsiC� It'd, t-Y I GrNE:.Yi L TC dr;, I'.t.15 G.E. LEES] ARCUITE-C T LAKELAND) FLORtIDA_ . TEIE CD�._, MANZER ENGINEERING, INC. THEREOF �4f �IN4C ,.ATION ANC ,NO�� H r i+o . 111E PROP LAKELAND, FLORIDA FR11 OF \NZ.ER E ,INEERING INL AND MUST RE RETURNED UPOv DE MAN T E INFOPV ITIO,N THFR•04 MAY NO- F Fs.F' YDR DI.F RED ARROW I N N ,,`THOUT -NF FVRIF FEN PE 4h1 ISSIOh STEP 'FI D��`.,,,'%-,% PTNOT''E,.F�' FORT PIERCE FLA. FOR CCr6rRCCT[_,l OR FARRICA TICK r]111 ,`.NN ` ti C'HECKFD ANC SE . r�:I�1.TIDN $HEFT TITLE E DATE BY fh_ D DATE BY POO F• PLAN GlDRAWN 572couE CHECKED EXTERIOR -ELEVATION G 17/S.F ORDER NO 204 (,RATV NO .SJF APFG OVED �-. 'CA Xs SHOWN A-2 1 r CONN• DET Fox',aw RF 5t s.S CORD 45R 3 1/01' = (! n" I'KANtE IS IN�tALLCv `)AME-it UPFF-;ZYWINDo'N , 7-el; (..oI,;w. ^T. U CAM. INT tZ aE T , 1 OF Plt-ING p GUT -OFF C INTFRM1aPjAT6 pEr�>ME�Er� Pt�.aNGS _ I ,-, nA zfl -TY_R_ Wt� 1=tK�zk, FoR- DFTA ._� �,�'�GTiQs•� T�lr�U T`fF'I�AL ®�`�R NA` -+fa. i Nc'-:i rr- - 2-1 Gn sc c G 1, F 'r (;r�anRs i i 1 i 45Ec i (0 THRU TYpI cAL H7 F :I< 1� OBI c T`I`?I GAL 5u { 1 GUT -OFF G CORM 711_. NGS 9 II 4� 5 DET @ G1ZOv✓r NEB ROOF , E L. 3g' g„ EL. -4-p° Z C`I 1 Z : ? 17) N O L< D -*T @ MAIN RF, Pie 15m- To jatLI PI of 5LD(a- G:v PLAN T_)ET. OF MAIN 1;i eO rF HIP e>M. CONN- To GORNk�K POST _ pow RF. 4`I I. i)A`?,Av-.1 v ° 2 L_ 2-_, 7 i'ERf f'fF�iC NEAG'c�'.-� �/ (• ! 54; i CORNER PILING GUT -OFF (LEVE EL:24'-3" " 8 SIL7E ViFv,.' OF GOW4. 9 N"? V;td; )v (;Of1w EL.lo'-1" TOP OF FTG. I , I I , i AWN - DRAWING NOTES L) A FOR ALL MATERIAL TYPES, GRADES & FINISH SEE SPECIFICATIONS' B TYPICAL BOLTING FOR TIMBER CONNECTIONS: 2-3/4" M. B'S W/ 3" SQ. X 1/8" STEEL CUT WASHER AT HEAD NUT OR 3 X 3 X 1/4" X 0'-3" ANGLES AT DIAGONAL JOINTS, C So. PINE. ROUGH (FULL DIM,) , PRESSURE TREATED (P.T. ) WHERE SPECIFIED, 1 CONCRETE FOUNDATION, 10" DEEP X 20"WIDE, CONTINUOUS UNDER 8" C. M. U. WALL W/S #5 CONT. BARS & ##3 CROSS BARS AT "- --- ?� 24" O.C. PROVIDE #,I5 DOWELS UP 16" INTO WALL A13OVE AT SAME SPACING AS VERTICAL WALL REINFORCING, .SEE NOTE (I' SHEET e A-1. PROVIDE 2 X 8 P.T. PLATE ON TOP OF BASEMENT WALL W/ i 1/2 " O'X 8" ANCHOR BOLTS AT 48" O.C. IMBEDDED IN BOND BEAM TOP COURSE, 2 LEDGER, 2 X 8 P.T. SO. PINE TO PERIMETER PILINGS W,/ (B'. P 3 GIRDER, 3 X 10 P.T. SO. PINE TO INTERIOR PILINGS W/ (BV 4. FLOOR JOISTS, 2 X 10 P.T, SO, PINE AT 16" O.C.. W/54' EXT. - PLWD. SUB -FIR. OVER DOUBLE JSTS, AT EDGES PARALLEL TO SPAN, RIM JST. & SOLID BLKG. PERPENDICULAR TO SPAN & SOLID BLKG. AT 8' O.C. ACROSS SPAN. SA EXTERIOR DECK BEAM, 3 X 10 (C) W/ (B) TO PERIMETER DECK PILINGS, 5B STEEL STRAPS, TO (3) & (S) W/ SOLID BLKG, BTW (S) AT BLDG, PILINGS W/(B�, SEE DETAIL 4/A-3, 6 LEDGER, 2 X 8 (C) CONTINUOUS AROUND PERIMETER OF MAIN BLDG OVER (21 W/2-20D SPIKES TO EA, PERIMETER PILING TO SUPPORT (8) AT EDGE OF MAIN BLDG., SEE. DETAIL 4/A-3. 7 DECK PURLINS, 3 X 8 (C) AT 4- 3' 2" O.C. (EQUAL SPACING (P.T. ) OVER (S' W/" TECO TRIP-L-GRIP" FRAMING CONNECTOR AT ALL j FACES OF EA, INTERSECTION OF (7) W/(5A)- 8 EXTERIOR DECKING, 2 X 6 SO. PINE S4S LAID PERPENDICULAR TO a (7) W/ MAX. 1/16" SPACE BTW, PLANKS, 9 HEADER, FROM 3 X 12 (C) W/ (B) TO ALL PERIMETER PILINGS 1 SEE DETAIL 3/A-3,' e 10 LOFT DECK BEAM, 3 X 12 (C) W/(B) TO P1. 11 LOFT RAIL POST, 10" 9/ SO. PINE W/(B) TO (10). 12 LOFT DECKING, 3 X 6 DBL. T&G SO, PINE. 13 LOFT RAIL BEAM, 3 X t0 (C' W/ (B) TO (11) & ( 14). 14 CONNECTING POST, f0" P(CEDAR W/ (B) TO (1.3j, 15A LOW ROOF HIP BEAM, 3 X 10 (C) W/ (B) TO P4 & (14), 1513 SOLID BLOCK, FROM 8 X 12 (C) W/ (B) THRU (15A) & (16) & THRU s L'S AT DIAGONAL INTERSECTION . SEE DETAIL 1 & 2 SHT. A-3. 16 LOW ROOF BEAM, 3 X 10 (C) W/ (B) TO PILINGS & TO (15A; THRU (1513) WHERE INDICATED, SEE DETAILS 1, 2 , & 3 DWG. A-3, 17 2 X 8 SOLID BLOCKING, CONTINUOUS BETWEEN PILINGS. �18 MAIN ROOF HIP BEAM, 6 X 12 (C) OVER P4 BTW. (15A; W/ (B) & W/STEEL STRAPS AROUND P1, SEE DETAIL 6/A-3. 19 MAIN ROOF BEAM, 2 X 12 (C) W/ (B) TO (W, P1 & SHAPED TO REST ON (16) AT PERIMETER OF MAIN BLDG. W/ SHAPED (15B) / (,B 20 CROWS NEST DECK PERIMETER BEAM, 3: X 10 (C) W/ (8) TO P1. 121 CROWS NEST INTERMEDIATE BEAM, 3 X 8 (C) W/ (B' TO P1 & CLIP ANGLES TO (20), �'. 22 CROWS NEST DECKING, 3 X 6 DBL. T &G So. PINE, 23 CROWS NEST INTERIOR HEADERBEAM,3 X 12 (C) W/ (B) TO P1. { 24 CROWS NEST EXTERIOR HEADERBEAM, SHAPED FROM X 10 (C) ` W/ (B) TO P1. 25 CROWS NEST ROOF BEAM, 3 X 10 (C) AND CONNECTED TOGETHER �? AT ROOF PEAK AS INDICATED IN DETAIL 1/S-1. Q4 26 STEEL CONNECTORS, 6" X 6" X 1/8" X 0' - 6" BENT PLATE 1 W/ (B'THRU (24 AT ROOF PEAK AS INDICATED IN DETAIL I/S-1, ^ 27 ROOF DECKING, 3 X 6'DBL, T&G So, PINE, 28 STEEL STRAP, 2 '12" X 1/8" X LENGTH REQUIRED TO COMPLETE CONNECTION, SEE DETAIL 6/A-3. s 29 3/4 " O' THREADED ROD THROUGH ROOF BEAMS W/ANGLE SEATS 3 X 3 X 1/4" X 0'-3". 30 CLOSURE MEMBER, FROM 2 X 12 So. PINE SHAPED TO FIT TIGHT TO UNDERSIDE OF (27W/24 GA. G.1. FLASHING (PAINTED BLACK) - OVER (9� OR (24 31 STAIR STRINGER, FROM 3 X 12 P.T. So. PINE W/ (B) TO (7) & BEARING ON CONC. PAD AT FOOT. - 32 SHINGLE ROOF, LIGHT CEDAR SHAKES W,/7" WEATHER OVER 1X4 STRIPPING AT 7" O.C. NAILED THRU 1" RIGID INSULATION TO 3X6 ROOF DECKING. 33 ROLL ROOFING, 3 PLY ASPHALT SATURATED ROOFING, WEIGHT s AND APPLICATION AS PER MANUFACTURES RECOMMENDATIONS I FOR 20 YEAR BONDED ROOF. PROVIDE i" RIGID ROOF INSULATION OVER 3 X 6 DECKING, CORNER PILING, SEE P4 SHT. S-1, 35 3/4" PLY -WOOD CONNECTING PLATE EA. SIDE OF (34) & (18) W/ 5-16D NAILS, STAGGERED, INTO EACH MEMBER, EACH SIDE (20 NAIL 36 3/4"0' THREADED ROD, LET INTO CENTER OF (18) AS INDICATED & THROUGH CORE PILING. 37 STEEL SPIRAL STAIR, TYPE 64E BY WOODBRIDGE ORNAMENTAL IRON CO., 2715 N. CLYBOURNE AVE., CHICAGO, ILL. 60614, TELEPHONE, (312) WE-5-1500. - '38 CROWS NEST LADDER, FROM 2 X 4 STRINGERS W/5/4 X 3 RUNGS AT 12" O.C. LET INTO STRINGERS. 139 1/2"0' M.BS. AT 24" O.C. STAGGERED. -- r41 SOLE PLATE UNDER.TYP, WINDOW FRAMES, 2X 4 P.T. So. PINE, CONT. BTW. PILINGS 'rJEI- OP -TAIL; :-11A-L}. .. 1.42 3/4" PLYWOOD SUBFLOOR NAILED TO (4) W,/ 10o CEMENT COATED NAILS AT 6" O.C, ALL EDGES AND AT 12" O.C. TO INTERMEDIATE BEARINGS STAGGER PLYWOOD JOINTS. COVER PLYWOOD W/ 15L8 FELT AND LAY RANDOM WIDTH 1 X P.T„T&G FINISH FLOORING, ESLIND NAILED TO SUB -FLOOR. 43 24 GA. G.1. FLASHING,(PAINTED SLACK,) TYPICAL OVERALL EXPOSED BEAM ENDS, SEE DETAIL 3/A-3 P`oR DIMEN3DON5 44 ROOF EDGE MEMBER FROM 2 X 6 , CONTINUOUS. 45 NAILER FROM 2 X 4 So. PINE. G,E. LEES ARGI~!Tr - I� LAKELAND 7 FLO-Ri A _ 1 11x II_oil FBI v ;24 �4� OPPO5ITE HAND -- I T 'F, ILI! I , i �2 OPPOSITE HAND V 20 -- - .I 14 ;�I p \JOMENS RESTROOM I1 MENS RESTROOM ZZ N CFLZ.'' I E "- c>11EL eA p: SECT A 4 : ROOF DRAWING NOTES A FOR ALL MATERIAL TYPES, GRADES & FINISH SEE SPECIFICATION 3 B TYPICAL BOLTING FOR. TIMBER CONNECTIONS: 2-3/4"M.BIS W/ 3" SQ. X 1/8" STEEL CUT WASHER AT HEAD & NUT OR 3 X 3 X 1/4" a X 0" - 3" ANGLES AT DIAGONAL JOINTS.. C So, PINE. ROUGH i FULL DIM.) PRESSURE TREATED (P.T. 1 WHERE SPECIFIED. 1 TYPICAL WINDOW FRAME FROM 3 X 8 P.T. So. PINE SHAPED AS y INDICATED TO RECEIVE. TYPICAL WOOD WINDOWS (4j CAULK ALL JOINTS WITH SILICONE SEALANT. V IA WINDOW FRAME VERTICAL MULLION FROM 3 X 6 P,T. So. PINE, t 1' LET INTO (1) AT HEAD & SILL, 2 `j,:rX 4 P.T. So. PINE SOLE PLATE, W/ !/4" FILLER UNDLeR (1) 3 2 X 4 P.T. So, PINE JAMB MEMBER LET INTO PILING AS INDICATED CAULK JOINT WITH SILICONE SEALANT. 4 USE 6" THICK C. M. U. WHERE INDICATED TO ALLOW CLEAR SPACE FOR FLUES. - 5 STONE CHIMNEY, 6 FIREPLACE FLUE LINER, 13" X 18" TERRA-COTTA. 7 INCINERATOR FLUE LINER, 4 1/2" X 18" TERRA-COTTA. I_ 8 METAL FLUE 12" p', SEE MECHANICAL DWGS. f 9 WOOD SIDING, i X 10 So, PINE, ROUGH SAWN, LAID VERTICALLY. 10 TYPICAL WOOD WINDOW, NOTE: ENTRY DOORS 1 2 3 & 4 FIT (1) AT HEAD & JAMBS SIMILAR TO (10'. 11 FLOOR JOISTS & LEDGER. SEE DET, 4/A-3. 12 3/4" PLYWOOD SUBFLOOR NAILED TO. (4) W/ 100 CEMENT COATED . NAILS AT 6" O.C. ALL EDGES AND AT 12" O.C. TO INTERMEDIATE - f BEARINGS STAGGER PLYWOOD JOINTS. - COVER PLYWOOD W/ ISLE; FELT AND LAY RANDOM WIDTH i X I P.T., T&G FINISH FLOORING, BLIND NAILED TO SUB -FLOOR, I 13 EXTERIOR DECKING, 2 X 6 So. PINE S4S LAID PERPENDICULAR TO (7� W/ MAX. 1/16" SPACE BTW. PLANKS. 14 HEADER, FROM 3 X 12 (C W/ (B; TO ALL PERIMETER PILINGS SEE DETAIL 3/A-3. 15 2 X 8 SOLID BLOCKING, CONTINUOUS BTW, PILINGS. 16 2 X 4 STUDS AT 16 " O.C. W/2 X 4 SOLE PLATE & DBL. 2 X 4 TOP PLATE & 2 X 4 HORIZONTAL BLOCKING AT 2411 O,C. PACK W/ (25'. 17 1/2" EXTERIOR GRADE PLYWOOD SHEATING NAILED TO 16 W/8D AT 6"O.C., ALL EDGES & AT 12t1O.C., AT ALL INTERMEDIATE i BEARINGS, STAGGER PLYWOOD JOINTS AND COVER WITH ISLe FELT 18 1/2 " GYPSUM INTERIOR SHEATHING, NO JOINT TAPING REQUIRED. 19 QUARRY TILE FLOOR OVER CONCRETE ON 3/4" PLYWOOD SUB - FLOOR (SLOPED TO FLOOR DRAIN) PROVIDE 611TILE BASE. 20 CEILING HUNG METAL TOILET STALLS. 21 18" X 30" MIRROR OVER EA. LAVATORY, 22 STEEL SPIRAL STAIR, TYPE 64E BY WOODBRIDGE ORNAMENTAL IRON CO., 2715 N. CLYBOURNE AVE., CHICAGO, ILL. 60614, TELEPHONE, (3f2) WE 5-1500. 23 LOFT STRUCTURE, SEE SEC. A/A-3, 24 METAL THRESHOLD W/ WEATHERSTRIPPING. 25 3" BATTON FIBERGLASS INSULATION PACKED SOLID IN ALL EXTERIOR WOOD STUD PARTITIONS & IN 2 X 6 STUD PARTY WALL " BTW, TO ET ROOMS. 26 ROUGH ;N MANTEL FROM 6 X 12 P.T. So. PINE BEARING ON CONC.E K WALLS AT EACH SIDE OF FIREPLACE OPENING, 4 JAM B I 1 _ to E IT ON ONIMV2EJ 91 CI F U r _I Z 3 IaL 1 7` + , ,u I y¢yf 32 211 J 5l SEC Tutu GLr--� " A ELE D I A _ VA,T 0 OF CLEAT`= ON Lca�LA v 'I/2p _'1_ 011 (D- TYPICAL, 3/4I1 — 11- Q ea 2a USE 2x4 STUDS u5E `Lx4 5TDV5 2� OMIT WOOD @ INTEItIol< OF JA-,N17Ok'el GLO, QG USE 2x4 5TUG5 4 OMIT WOOD ON 13OTH FA6E51 NOTE: AT DIET. 2 05E 2xG TuRS c. I to "a. c, W/ DAL. 2x& P6.- 31 NOTE: SI.Orri FL.00F To 'AR.AkM /4' �,1 -T I -it m- --it 11 3a OMIT wool) SIC?ING 4a OMIT WOOU 5?D!Nw 5a OMIT wOOP SIDING Oil INTEIZIOF2 FAGS ON INTE_RIC11k FACA- ON INTERIOFZ FAr-e- NOTe_: WHERE WOOD GjiC31NG 15 0MITTeD ON INTE.Rt_f-)4t WALLS US1 lvc11 GYP WALL 5OAiZD, TAPE: JOINTS, SPACKLE. 4 PAiN T (ENAMCL). 4' C TILL E w:,, r: sj., (� iAl T� I L r- ' �Z-cl_c) rr, a 2 2� 3a As tAo-c-p �4a As Na75_ � 5,- As No---, -`., WALL F.C7 °5 _ aR � ��Lw T ; tc:� EA 9 Fdo,::) .R DRAWING NOTES' A FOR ALL MATERIAL TYPES, GRADES & FINISH SEE SPECIFICATION! B TYPICAL BOLTING FOR TIMBER CONNECTIONS: 2- 3/46, M.a'S W/ ` 311 SQ. X 1/8" STEEL CUT WASHER. AT HEAD & NUT OR 3 X 3 X 1/411 X 0"-31' ANGLES AT DIAGONAL JOINTS, CHIMNT:,e H000 C So, PINE, ROUGH (FULL DIM.', PRESSURE TREATED (P.T.) WHERE or"SH a EA• END SPECIFIED, NUC1D OVEiz VENT F1�©M 1?aRs?I��� `-�' IMLAix.. i 9- �EC, P0 F w 2 ISSUE DESCRIPTION .DATE BY I CK'D !SSl1E DESCRIPTION O 1�5UeP FOK CON!:�:T?;k c,CTi H 1 8 X 8)<16 C.M.U. WALL REINFORCED AS NOTE to SHT. A-1, 2 5 1/2" THICK CONC. SLAB REINFORCED W/#5 AT 12" O.C. E.W. 3A FIREPLACE WALL, SIMILAR TO ( 1( EXCEPT VERTICAL BARS TO BE AT 16"O.C. MAX SPACING, PROVIDE GALV. MET. CORRUGATED BRICK TIES AT 8" O.C. BOTH WAYS TO HOLD (5(, 3B 8" C. M. U. BOND BM. W/ #5 CONT. 4A USE 6" THICK C,M.U, WHERE INDICATED TO ALLOW CLEAR SPACE FOR FLUES. _ 48 6 " C.M. U. BOND BM. W/#5 CONT. 5 STONE VENEER OVER (A) &(4A . 6 LEDGER, 2 X 8 (C) CONTINUOUS AROUND PERIMETER OF MAIN BLDC OVER (2W/2-20D SPIKES TO EA, PERIMETER PILING TO SUPPORT (8) AT EDGE OF MAIN BLDG., SEE DETAIL 4/A-3. 7 DECK PURLINS, 3 X 8 (C) AT + 3' 2" O.C. (EQUAL SPACING (P.T. OVER (S) W/" TECO TRIP-L-GRIP" FRAMING CONNECTOR AT ALL FACES OF EA. INTERSECTION OF (7) W/ (SA 8 CEMENT CAP 9 ANGLE FRAME, 1 1/2 X 1 1/2 X 1/4 WELDED TOGETHER & BOLTED TO BOND BEAM W/ 1/21"d A.B. AT EACH CORNER, (PAINT BLACK(- 10 22 GA. G.1. HOOD (PAINTED BLACK) ALL JOINTS SOLDERED AND SECURED TO (9) WITH 3 SHEET METAL SCREWS AT EA. CORNER. I iA ASH DUMP, STANDARD CAST IRON W/ FRAME. I IB METAL CHUTE TO ASH BOX BELOW. 12 FIREBRICK 13 FLAGSTONE HEARTH 14 6" STRUCTURAL T LINTEL, 15 STEEL DAMPER, STANDARD MODEL TO FIT AS MANUFACTURED BY MAJESTIC, DONLEY OR EQUAL, 16 CEMENT THROAT _ 17 MASONRY RUBBLE FILLER WHERE REQUIRED. 18 ROUGH HEWN MANTEL FROM 6 X 12 P.T. So, PINE BEARING ON CONC. BLOCK WALLS AT EACH SIDE OF FIREPLACE OPENING. 19 FLUE TRANSITION 20 LOW ROOF HIP BEAM, 3 X 10 (C) W/ (B) TO P4 & (14". 21 MAIN ROOF HIP BEAM, 6 X 12 (C( OVER P4 BTW. (15A) W/ (B( & W/STEEL STRAPS AROUND Pi, SEE DETAIL 6/A-3, 22 SHINGLE ROOF, LIGHT CEDAR SHAKES W/ 7" WEATHER OVER 1 X 4 STRIPPING AT 7" O.C. NAILED THRU 1" RIGID INSULATION TO 3 X 6 ROOF DECKING, 23 ROLL ROOFING, 3 PLY ASPHALT SATURATED ROOFING, WEIGHT AND APPLICATION AS PER MANUFACTURES RECOMMENDATIONS FOR 20 YEAR BONDED ROOF. PROVIDE I" RIGID ROOF INSULATION OVER 3 X 6 DECKING, 24 FLASHING, 22 GA. G. 1. PAINTED BLACK, ALL AROUND CHIMNEY TO } SHINGLE ROOF TO COMPLETELY WATERPROOF CHIMNEY OPENING. 25A DOUBLE 2 X 4 P. T. So, PINE SOLE PLATE. 25B 2 X 4 STUDS AT 16" O.C. W/SINGLE 2 X 4 TOP PLATE & HORIZ, BLKG. AT 2411 0. C. 25c DBL, 2 X 4 TOP PLATE 26 2 X 8 CONT. OVER STUD WALL 27 3 X 6 ROOF DECKING. 28 TYP, WOOD SIDING OVER 15t_B FELT ON 1/2" EXTERIOR PLYWOOD SH, i 29 TYP. WOOD SIDING OVER 1/2" GYP. SH, (NO TAt"Nc. Reav RI<D) 30 QUARRY TILE FLOOR OVER CONCRETE ON 3/4" PLYWOOD SUB - FLOOR (SLOPED TO FLOOR DRAIN; PROVIDE 6"TILE BASE. 31 GIRDER, 3 X 10 P.T. So. PINE TO INTERIOR PILINGS W/ (a j 32 EDGE PILING WITH CHAMFERED TOP, SEE PILING SCHEDULE SHT. S-1, 33 INTERIOR DECK. PILING, SEE PILING SCHEDULE SHT. S-1, 34 LOW ROOF BEAM, 3 X 10 (C( W/ (B( TO PILINGS & TO (15A( THRU I (15B) WHERE INDICATED, SEE DETAILS I , 2, & 3 DWG. A-3„ 35 DECK RAIL BOLLARDS, SEE PILING SCHEDULE SHT. S-1. 36 1 1/2" 0' P.T. So. PINE DOWEL. 37 CLEAT FROM 1 1/4 X 3" P.T. So, PINE. 38 3/8" 0( THREADED ROD W/WASHERS AND NUTS EACH END. - mEEN ENDS OF RODS AFTER NUTS ARE TIGHTENED. { 39 NAILER FROM 2 X 4 So, PINE. 40 ROOF EDGE MEMBER FROM 2 X 6, CONTINUOUS. +. 41 24 GA, G.1. GRAVEL STOP & FLASHING NAILED TO (45) & WITH f.' HOLD DOWN CLIPS AT 48"O.C. NAILED TO (44). } 42 24 GA, G.1. FLASHING, (PAINTED BLACKTYPICAL OVER ALL EXPOSED BEAM ENDS, SEE DETAIL 3/A-3. ( 42� EVTCRIOR DECKING ON 3)(3 PllR.LINS G..r,LEES, ARCWI M-C— LAKELANP, F=L07,10A „SDRAWNGANDREPROD'JCTION4 MANZER ENGINEERING INC. THEREOF THE INFORMATION ANC 1 KNOW HOW THEREON, IS THE PROP LAKELAND, FLORIDA ERTY OF h,ANZER ENGINEERING. INC. AND MUST BE RETURNED UPON DE MAND THE INFORMATION THEREON MAY NOT BE USED NOR DIVULGED R E D A R R O\\/ I N N DIVULGED WITHOUT THE WRITTEN PERMISSION OF MANZER AMUST ENG MUST G INC FT PIERCE, FLORIDA THIS DRWING NOT 6E USED FOR CONSTRUCTION OR FABR,CA T,ON UNTIL SIGNED AS CHECKED SHEET TITLE AND ISSUED FOR CONSTRUCTION. DATE BY CK 1, DATE SY F I R E P LAC E SECTION °RCK o 6; 172 �tp. M ISC. DETAILS ^�I7h, 5 � ORDER NO, 2 O4. DRAWING N0. ISSUE vaProvED SCALE / \ �j _ 1 I AS NOTED D a U I A 'ON ONIMVJC r � F p. r n t. L td G� F r� J�4 = PLt t! i F jGTZ PE"_ ;•- i" )?a `3 � 3 n„= � 4 N07t G D) e C 15A FOP 24 Tr y2 NoTGN PI 7c (2, 2 AS INPIGAT-D �20 4 5ef DET. G/A-3 i-i .I. n r, i" 8'2o A`o co1;-8 -11 -1 0 fI 1 I OL i;- - - `, i I I -` • 4 1 / F RAm,ING PI.rt,� � c:)� _ ,�'/� -: I' 8„ �1TI/21 7Y1'' I 1 I Gs 5,1t 0,6 TRRii Qi -, - . I I y I--t- Q 7, r U u SUSPENDED FROM X, VECK! NG AS INDICATF"P tvi PLAN DET. OF LOW ROOF \'- 5 I FRAM- i DECKING 6 GORNFP- OF LOPT E a t a FL AN �)F rat 1 wl I I , A _ NOTE: MAIN ROOF- HIP BM. 18 _TO BE 2-3x12's LAMINATED @ 24"o.c. STAGGERED. ri _ 17 I , t T -� .IT 2` TH I$ Co �" _ '_._. _. _ fJ _ - -( Y J-r r 1 i_ L' r - - I pF I PY 1 J \/} r D J n 4a �j SR i I _ 1 , , C I 1 n I I I i x , T i fi DBL 2xSEER HEADER, DWG,, : TY A ol�I � L � EA. Ct�CT.. OPEN-,! F­0,R L OAT 1 ,/ . oN Ste_ Id b a I r , \ I , i n 1�2 e!"lI AI; t i I ,17 I ;rL - I, 1{ 11� r I i f , 1 p�•- �, . T J -._ Fri - a _ T j 1: 15A ' X a I -. TP -A" F 1/ai, Le rti "4 TMar Tfie -vi le s 510,vlkoH04M Btu. '+ G' ,yJTyhJ� fl raw tns� h D.3clKtOt vjj JN THY ISSUE SoaiL►erN 'aids. Gocl� a SoFderi-/•lR I ' < , n A �I v -- , �r. u ,AD T - I 8 :- y Pe` i P4\ 1 P P3 P= ` sz' Pr- `0 - <. P8 P_ Y z ._._♦. .__-_�_' .�_ �.,'- - � I .yy�1 ' _ � {`� Cam. _._ a_..,: ,i' 1 c, ,.✓ R`SLA OM ^ 4"CONC $7 TG, To C ��A _ A A3 P13 P5, ep I - _ / L / .__.' i P3 P3;: F 'P3> P4 It �/rp,) LP�� /P P�j pR 1 /P2 s'al Pa ; = IP �o „ 1~ 4 _ .1.,- 1-1 w L �r� ': I' •oD���ES 't" p. BY CK'D ISSUE %'� O DESCRIPTION' DATE BY DESCRIPTION DATE -.D 0 155JEC FOZ c40>'As7rr>_l,1'(.T 0i� DRAWING NOTES © FOR ALL MATERIAL TYPES, GRADES & FINISH SEE SPECIFICATIONS, ® TYPICAL BOLTING FOR TIMBER CONNECTIONS: 2-3/41' M, B'S W,/3" SQ, X 1/8" STEEL CUT WASHER AT HEAD & NUT OR 3 X 3 X 1/4" X 0' - 3" ANGLES AT DIAGONAL. JOINTS, © SO. PINE, &DU§H (FULL DIM,), PRESSURE TRE.ATE.P(P-T.) WHERE 5PECIFIEO. 1 CONC, FOUNDATION FOR FIREPLACE, FOR PLAN.& DETAILS _.. _. . . - SEE DWG, S-2. ,,2 LEDGER. 2 X B P.T. SO, PINE TO PERIMETER PILINGS WWI GIRDER, 3 X 10 P.T. So. PINE TO INTERIOR PILINGS W/(B'', 4 FLOOR JOISTS, 2 X 10 P.T, SO, PINE AT 16" O. C. W/ 5/8" EX T. PLWD, SUB -FIR, OVER DOUBLE JSTS, AT EDGES PARALLEL TO SPAN, RIM JST, & SOLID BLKG. PERPENDICULAR TO SPAN & SOLID BLKG• AT 8'O•C, ACROSS SPAN, SA EXTERIOR DECK BEAM, 3 X 10 (C) W/ (B( TO PERIMETER DECK PILINGS, () (5B STEEL STRAPS, TO 3& (5) W/SOLID BLKG, BTW (5� AT BLDG, PILINGS W/ (.B), SEE DETAIL. 41A-3, 6 LEDGER_2 X 8 C, CONTMOUS AROUND PERIMETER OF.MAIN B D..5. OVER (21 WITS 2-20 D SPIKES TO EA, PERIMETER PILING TO SUPPORT (8) AT EDGE OF MAIN BLDG., SEE DETAIL 4/A-3 DECK PURLINS, 5 X 8 (C) AT 3' 2" 0. C. (EQUAL SPACING'(PT) OVER (5'i W/" TECO TRIP-L-GRIP" FRAMING CONNECTOR AT ALL FACES OF EA, INTERSECTION OF (7( W/ `�. (�8) EXTERIOR DECKING,._ 2Xeo SO. PINE S4S LAID PERPENDICULAR TO 7) W/MAX. I;Ig" SPACE BTW. PLANKS, 9 HEADER FROM 3 X 12 I CI W B; TO ALL PERIMETER PILINGS, SEE DETAIL-3/A-3. 10 LOFT DECK�•BEAM ,3 X 12 (C) W/ (B) TO 11 LOFT RAIL _POST, 1011 0 SO. PINE W/ (fad TO ( 10). 12 LOFT DECKING,3 X 6 DBL, T. & G. SO. PINE, 13 LOFT RAIL BEAM, 3 X 10 (C) W/ (BY) TO (11 & (W. W CONNECTING POST-, 101, 0CEDAR W/ (B; TO 113.), 15n LOW ROOF HIP BEAM 3 X 1 C W B TO\,E� La�,' & (14), 5B SOLID BLOCK, FROM 8 X 12 (C' W/� (B) THRU? 15A( & ' 16' & THRU L'S AT DIAGONAL INTERSECTION, SEE DETAIL: tab. SHT. A•3 16 LOW ROOF_BEAM , 3 X 10 (C) W/ (3) TO PILINGS & TO (15A THRU (150)WHERE INDICATED, SEE DETAILS "' € O DWG, A-3, l 7 STUD WALL, SEE FLOOR PLAN, DWG, A-1, ='18) MAIN ROOF HIP BEAM, 6 X12",( C.). OVER i 4) BTW, ' L5A W & W,/STEEL STRAPS AROUND P1, SEE DETAIL, GIA-3. {19 MAIN ROOF BEAMS 2 X 12 (C( W�(B( TO (18), PP,I'I & SHAPED TO - REST ON , 16) AT PERIMETER OF MAIN BLDG. W/ SHAPED (15B) BTW. W/ (B), 20CROWS NEST DECK PERIMETER BEAM 1 3 X 1 C1 W B TO Pt. `,211 CROWS NEST INTERMEDIATE BEAM, 3 X- 8 (C) W/ (B) TO�r1 & CLIP ANGLES TO (20), 22 CROWS NEST DECKING, 3 X 6 DBL. T. & -:.G, SO. PINE. 23 CROWS NEST INTERIOR HEADERBEAM, 3 X 12 ',C) W% (W TO:��,1 24 CROWS NEST EXTERIOR HEADER BEAM, SHAPED FROM 3 X 10 IC', W/ (B) TOP --- CROWS NEST F6&E EAM B,3 X10 (C) AND CONNECTED TOGETHER AT ROOF PEAK AS INDICATED IN DETAIL 1/S-1• +'?6 STEEL CONNECTORS, 6 "X 6" X 1/8" X V-6" BENT PLATE W/ (BI THRU i241 AT ROOF PEAK AS INDICATED IN DETAIL i/S-1, (7 ROOF DECKING, 3 X 6 DBL, T. & G. SO. PINE, r'2g STEEL STRAP,21/2X 1/8" X. LENGTH REQUIRED TO COMPLETE CONNECTION, SEE DETAIL. 6/A-3, I'29) GONL.$'_OGKVJALL IZEfN'F.Yw%TZUdSIG"o.c.NC.'+£IZ.7NTALI�Y $tS V 48"4.L: YFRT. (@ 12°2G. UND) 'Z F? Lt "k LASE St A GRE '30) FLOOR HEADER, AROUND FIREPLACE SLAB : 1 X 10 P.T. SO,. PINE, (j) STAIR STRINGER, FROM 3 X 12 P.T. SO, PINE W/ (B) TO i7;' & BEARING ON CONC, PAD AT FOOT, k 2 HEADER,AROUND FLUE OPENING, 3 X 8 (C) W/METAL BEAM HANGERS TO ROOF BEP.MS. CONC. 5LAE3,.5%2"THICK W!#'E P, I'Z"o,e.EA.WAY. PROVIDE *S „ DOwELSlit(2"o.C.F QM(2� UPINTOFIiTEf',LAGE STRUGiVRE. I rC?F-F (M� LOGA-i0c a R r=m R.�,..5 �•_ 'JiA. EIEJP.'T.�tN. Y OF, GUT OFF ,CT i2nC�#i 1 ; ER GO1K' PITCIP-5EE MET. S YA}3 % MAI :4 BLD 3. It CUT OF€ ca EL. 5'48 �`/ I INTEtZIr�R i 10 14 1- � Per (o&oTT. OF Corn ) t 1 - 11 It , P3� MAIN �LD�, !O � 2.5,-p PEtzIW.aT";z -- PPMAiti 5LiDC3. I iO1, n:5 41- CORNErZ P5 EX'ERtOR DECK roil 13 101, lNTE.R'OF2� - -_ r.. E; k 1" 1RI�1F' DECK 1�1 rL21_ 4u NCO PE t_ , Wi f: T ;K I i T T, m 11 r �I E E? 10 13 , 7 ' A e i Et~<!;.1.^,."7�C' ARE. e",rS.,L 2, A-5 2 (p8\ IiXTER.i0R C)Te-K all 481-6' j Iil CHAiv1FEf2 ALA. 1 50LLARCD F T ! 23 0 FOOT OF -81 101-oit l IC4-1AM E Ai__ S G Af" TH is D R A W I t-1 6 01-4 , PL A N S a Ffi; '=:1:- 9 D!`T fa i t. _1 � _ -7779 1, _. ;� O = E ilk l I 1io 1 234 S iEa e" � G. E. LEES N ARCHiTE 1 -_ LAKELAND, FLORIDA V E; MANZER ENGINEERING, II C. I') Kvc A r rrE Et PRCl' LAKELAND, FLORIDA -RT, cF v, E. t,�clNC R r tic ANTI, V, W F1 R LR',E lR'llJ )- }}^''"�� [j��'� 11Ah1 F IA LR IAO O TH REv V R F_ c> I' A-R R o Y'r 1 1 `� sA, i NOR I,IvnC_� L_ \ V❑ H O 1 E t I IT, A I OF tlnn ,6 Ni cE L ^.+ �j p^ f'` 1 ,[ -HIS \ J H01 t l I.:' F7. 1 I E- I�',. C, E ` F L© , !;) '' SlR _0N1FRLC1'I h TP A RICA non r L �I , A, SM, K[:` SHEET TITLE PiLING 4 FOUNDATION PLAN DATE BY DRA\NN 5DAIE C7.•l) FRAMING PL4N`5 4 DETAIL5.: -- _ ORDER NO. 2O "A'.VI^Jc '�2 .ISSUE CONDENSING UNIT RUN 4THICK REINF. CONCRETE PAD REFRIGERANT LINES TO COOLING COIL AND INSULATE LINES AS REQUIRED. 12"� FLUE ^- CONNECT a FF TO MASONRY CHIMNEY 14 x 4 UP AS REQUIRED. l 14'x4` DOWN' �. 14iFx 4it I C D E F 71 13 30— -- -- — — — — — — — 10 x O n I 4nx 24 FLOOR l n i.. x6 s __ _ — -__ i � I 10 � IOI�x6�� REGISTERS ----- t i f 215 C.F. M. EA. 20x 14" RETURN i 1O x10 _ ( AIR DUCT UP it ��- 14 10 n " 20z14 �I n / 20°WIDE x Is NIGH _. -t-- I _— 4 x 24 F LOOR ' %�.._—._ t l J � RETURN AIR GRILLE REGISTERS~ .AC-2 € i� n DWG 215 C.F.M. E A. I O x 6 rrrF 77 - i • �_ I� II I ___ _ U '� F'ue vq�.,arrvw k 4/ 8 4itx 24F DUCT UP TO — FLOOR REGISTERS �y ABOVE. (TYP. 14 PLACES) <D, NOTE 0 WORK THIS DWG. WITH DWG. NO. 4C-2. BASEMENT UNDERFLOOR PLAN �3 SCALE : V4 F= 1-0 G.E. LEES, APCP ITEC i O 5 to 15 LAKELAND , FLORID %4=I-O wm" m - ,�-- SCALE FEET RE„RC `T.. MANZER ENGINEERING._. -I .. aw=_ 1N10RmATION ANC 1 —40W HnK THEREON. IS IHE PROP- LAKELAND, FLORIDA uTy D6 n,'A(. ZFR Er1 INE[RING. W --�'::"!,� z�t�4NED UPON [F . ^` , �NFJI NT ON THEREON 'FOR DlvRED ARROW INN HE .� TEN RERMISS ON INEEki�G INCFT PIERCE F LOR 1 DA F „ ,: S O 1 VSCD 'd V IRS T )N OR CARRI_A :N nr % AS CHFCKFO SHEET TITLE - FOR �.NSMkjCTION - i UAI' 3Y U DATE 8Y Al R. CONDITIONING O ISSUED FOR CONSTRUCTION 5/22� W S 5-22-7 W=S PLAN ORDER NO. /�^ DRAWING NO. ISSUE 2 V 4 _ 1�Pf+RO,✓ED SCALE A 1 AS SHOWN 0 a 20"x 18" RETURN AIR GRILLE-- r► C,J P. 20"x 14" NOTE : FURNACE FLUE OMITTED FOR CLARITY. BASEMENT FLOOR 0 SECTION 11 A-AII SCALE : yZ'=1�0" 14"x 18" RETURN _ AIR GRILLE F.S.) +� AIN FLOOR 20'x14" 14"x 14" RETURN I -�� AIR DUCT—* F JJJ rr JJJ err J err 1J I r' j,,, ,, #r- GRADE I- - FURNACE RETURN AIR PLENUM 11 VIBRATION ISOLATION MATE R 1 AL---,.� i 5 U r7� .I SECTION II B-BII SCALE :V-1-0" i D U C T W O R K ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL INTERNALLY INSULATED AND CONSTRUCTED IN STRICT ACCORDANCE WITH THE STANDARDS OF THE N.A.S.M.A.C.C., COMPLETE WITH TURNING VANES, ADJUSTABLE VOLUME CONTROL AT BRANCHES AND CANVAS DUCT INSULATORS. INTERNAL DUCT INSULATION SHALL BE EQUAL TO OWENS-CORNING I" "AEROFLEX GUSTIN-BACON 11ULTRALITE 200" WITH VINYL SPRAY COAT, P.O.G. TEXTRAFING OR APPROVED EQUAL INSTALLED IN SUCH A MANNER AS TO FORM A COMPLETE VAPOR BARRIER, NOTE o WORK THIS DWG, W ITN DWG. NO, AC-i. E Q U I P M E N T FURNACE CARRIER MODEL 58C14, HORIZONTAL TYPE, FOR FIRING ON LIQUIFIED PETROLEUM GAS, A.G.A. OUTPUT OF 250,000 BTU/HR., 3,400 C.F.M. @ %4" S.P., 1 H.P. , 240/1�6t1 FAN MOTOR, COMPLETE WITH FILTER A K AND FILTERS. CONDENSING UNIT, CARRIER MODEL 38BA008, AIR COOLED, WITH COOLING CAPACITY OF 90,000 BTU/HR., SUITABLE FOR OUTDOOR OPERATION, COCLING COIL : CARRIER MODEL 28 CB 008I DIRECT EXPANSION TYPE, DUCT MOUNTED. 0 n " Y2=1-0 t SCALE L 13°-50D 10 FEET 3 0 __ .. �s. JEXIT L:GiS. PANEL 2OA.1(' C/?,ITAXl-'-IN 2 �2 �Nfaj �i MCk� iNT>naL:''`'• k1-f3 U•, J J PAHLL"A A- 30532 �. 34 A-38 WALL 4 A, A 34 J r A-9 Xy 1 t k ' •Faq IT g _tiv x µ ,c p 4 !� 0 fA-22� 24,2(i Y r 3 A 4:4 PLUSH A - la 14 - r--' 2 � 4 c'4� V OU I L I J" �9T1''a-UP4"A.FF, STUS-VP 4" AFF r 1 t-OP3,�"Ar" OUT OF F L."< H, 141-7 ,11L--AGAINST POST I t a a k'' ,STUB -VP 38"AFiL STUB - UP 36"AFF I FLUSH W/UNDERSIDE., OF DEC.K.(TYPI'AL E I PANES SURF, MT'D., 225A MC j 12.01240V) I0y 3VV; F/N) NEMA 11 8Q"D" Napa GRTTRIPLOA1) SERVIH fGKiTRIPILOAp I 3ERVING AREA rEILi !G LGTw. 2 130 ;2400 MICRO WAVF" OVFN C,F-iLL5 4 30 24tt0 MICR? WAVE (AIL i---- — y 'LOTS. 5 2G 600 WALL ' 6 ' 2Q IDQ COFFEE Iv4AltER 1200 ; WALL REGEPTAGLE 10_ SFAr.E 11 20 1400 � WA. - Rc C FPTAGLE9 12 � � 5PACFEE 13 ( 20 14001 REST FRM L.C71- —r--.._._ _____ 14 20 ' 80Q BREAt:> ,� ROLL VdAF2MER \IAR v .__. _ __..._-_ 15' 2v 120o PORCH WALL OT'~ _ - 171 ZD I it�r"it}�i�BA'EIdIFi�ii L_CaTa. 16 ' 20 1200 16 k --- __. I .L --- BHR FC )D GS'IZ REGi~P T — - -S PAC E. _ _ F „� l9 20 1200 ti U N D E t� D rC L?'E'� 20 - -- SP G1 _ 25}_ SPAGI= 2c 2Q 900 ICE WATER STA. . __. 2 26 9001 BEER P5! 20_' 12( CH .GGL BROILED FANI 26� 20 900 SALAD oNii REFRI5, 27 _ 20.1_900 MERE Dl!�PLAY REFRIG• .29 5F'A+ F _ --f 301 20 i goo REFF'IO FOOD P_rt p 31 PA s r , 32 20 1200 _t�P FREE-ZER FOOD PREt' Rm, 70 a A/C --1 34 ( 20 1000 —�- ICE T\AAI�R MACH. - 3 - 37 - - - 36 1- 35i 2200 VENTILAL�O{q GTR L PANEL 3 _ �^10j S PAIR E A _.. I 2 P �2P T = 1 CONK, WAC 3�,&X; VG x O.l D,F. = 26,5 LV/a EXIT LGT'J PANT=I FF :T TA,, EN BEFORE, KIAIN -,NJ. HANrjA- 'rl'. n BOX F',)kV1tSNED Br' oWNE.Ie CON . TO INS'TA�L- JUN'_TIOP! BOX w SPECIAL UTLET A5NT[L• . (�)L DL,PLEX 'r:.'.T '2"'V)20A ALL VviRE EXCEPTA5 N�'YF- L' *12 AWE) 1/z" CONOW T. NU TONG MODEL N(j. wF-17/ 125 C-FM CIPOJHt) IN ACCORDANCE To LOCAL CODC-- N s j rl 7,, LIGHT' 3 U R FA I-'F- FIXTURE F3c -FILLCR BLiCK, 2 o BEANI' DETAIL FCP. C-E1LlW:-- LGT. FOCTURL MTG. TYR FUR IL'. &T E M 1-4 t 1 14 a. D EIFA 1 L ' ILA " No TES; kt9 Ct--(LINC4 MTD. A') (B WALL MTD� 7'O"A,FF CEILING-mTD; POUT IN ROOF DECK INSULATION V\Vt�LL MTD G - 8" /-\.F.F W/>LL MTV; MT. ON �E/HM, Ln" A FF O I L 1 r4 C., K7-t> . R, F (P-lt) 70 BE POUTED 0 A'� E TO C0W-E/,,j-Dr,, EITHER -ROJI-Et 1M -TOP S1DC )NSlJLflTl0W, 0 VZ TOP '—!'DE OF �EAMSo • 10 2I' F. D. I, c r. a 41i V.T.R. j LAV W. C. W. c. J � , 411 4" AV L, - W.C. 1 4, —11 j�1 r`y r - I 0 ,biz - --- - -- ----- - ----' P L A N /411 I -'f O 5 y10 15 SCALE : %4 f=1� 0�� 1-O ��. \ice t SCALE FEET .14 a . EXISTING MANHOLE •, ry WATER BASEMENT PROVIDE ONE(I) C.W. 1/2 HEATER FLOOR NOSE BIBB IN 2 EA, TOILET. 2 R I S E R D I A G R A M NO SCALE CONNECTION SCHEDULE 3 0 WASTE COLD WATER NOT WATER SIZE A.F. F * SIZE A.F. F SIZE A.F. F. J\ E In y 4F� %2„ 4u `CF OR - \ 2'f 10(2)—'I/2 f 12� (2)- %2�f i 12Ii 211 CONN.TO 314f. CONN TO III CONN.TO O�O�\ _ — ----------- Q EQUIP. EQUIP. EQUIP. EPo 4 IV2u 4u 41 V2if 4n I111k 2" — - �1 411 Y211 4n 5L0 �rA c,�FFJ�N�PR r it STUBBED UP ABOVE FINISH FLOOR. PROVIDE JOSAM MODEL JH-O GREASE INTERCEPTOR. \I`i p< -(gyp• t, E N E R A L N O T E S ( 1, ALL WATER PIPE BELOW GRADE TO. BE COPPER wav�PGE v ✓ C0�'~(` 2 i ^> DALL WATER V. PIPE ABOVE GRADE TO BE GALOR COPPER ASSHOWN, RP tfi 2, ALL SEWER PIPE AND FITTINGS TO BE CAST IRON � SOIL PIPE, STD. WT. �FURC 3.,SLOPE ALL SEWER. PIPE %4itPER FOOT. .P. GAS PIPItJG 4. SEE SPECIFICATIONS FOR EQUIPMENT AND I/ NO SCALE FIXTURES NOT SHOWN. G.E. LEES, ARCHITECT LAKELAND, FLORIDA W A T. E. R H E A T E R INC. MANZER ENGINEERING, VULCRAFT MODEL 20- 105 B8 OR EQUAL FOR " ` ''HF "` FIRING ON LIQUIFIED PETROLEUM GAS, A.G.A. M �. r r, .ICN I HE aR„v- 'NE Nf 'N" - LAKELAND, FLORIDA RATED INPUT OF 105)000 BTU/HR. AND RECOVERY, o - U E R2 f U n. DF T N )a , T,�N THERE,y �� RED ARROW INN CAPACITY OF 88 G.P.H. @ 100 F. TEMP RISE. NOR ��,� CIED , ,„ F N Fh c FT. PIERCE FLORIDA HI 2A M1 t UL USED - - .aT,- OR ColORICA -Tjo,N t NI ,Nz n tic CHICK ^ t..., r- �Tlul, SHEET TITLE ,AiL -:�; �KF>,�: DALE R� «,.., aY O ISSUED FOR CONSTRUCTION /2� NF$ oRnwN NFS PLUMBING CHECKED r272 Ga �_ _ ,_, «� ����I•�, r... 4b ORDER NO. n^ A 204 DRAWING NO. ISSUE APPROVED P_ I SCALE AS SHOWN