Loading...
HomeMy WebLinkAboutRed Arrow Inn - 16583Hry S b 4 ,;v ?1 k, y`. triry 1 T 4t i ,tom e r `° ti f T t „-.... ,¢N4r3 ca40. 7c - ?.a z L/4) prow�er.✓ - 2 �. . +� , L /� +9✓, / . 3d��. 6�wvwr4Yw /?srca3 ewA0 7c -2.o/, 2d®,,; 3 Ilb_ REST,PURANTC'Mi l QiOf1 ..._SUED CN PLANS At SUSJECF TOAPMROVAL�',- �. C11 Y BUILDING OEPA„ r COUNTY BUILDING G 1� COUNTY"HEALTH _,. FLORIDA HOTEL it R: "'91SSION Y I ORTnA HOT',L & RMTA ?r' �P„^,[l ALL REMAIN _.., i' �. �. _ II-E.+i �adw iid ♦hisp] 11 conFI ,tin,C ` ` - OPT! !F fln� ; T ALL TIN1LS ..: Each _poet br al of the c on 01 cT, LLICIE COUPJTY • FORT PIERCE f F:RE Di'.fTR;CI IZ� FIRE PRFVV1T!�N It ,iREA'J lei 1 0 x �*v (3, E. LEES , ARCNiTECT PERMITTED Dept, Of poi6rt'son Control � gh region MANZER ENGINEERING, .: Date, Y/? LAKEl.AN[i, FLORIDA •� - S' Y'g� ��' wr r'�I Y'l fl L c, y FT .__ " �'�uEt r T1C7V!� EM �7N�� C7,10N !"I ti ^f% a i OF A� C7 + Sig tii 2b( e � i PLAN )E c.. (I F'Lzk K $M �r�r►ta. A- I"sc ; �" a r "a 24 Capri=rrr; C�� ✓a,' _ Ft,rv`��T" aje'_I( '� -1' ' r - 1• 24 CROWS NEST EXTERIOR HEADER BEAM, SHAPED FROM.3 X 10 iC) W/ (B) TO; i ) - Ii'_. 25 CROWS NEST ROF BEAM 3 X 10 (C) AND CONNECTED TOGETHER ---_.._..-_._._...�_._._._..,._ .-.,x ,rL� AT ROOF PEAK AS INDICATED IN DETAIL I S-1• STEEL CONNECTORS 6 X 6 X +; s X 0'-6" BENT PLATE TY? ALL AOuraa, _._ THRU ROOF ..____._ _�._._..._�.-_ �� '° -- �,_,----r•-- ��- ,i ROOF'"D DECKING XT6 DBL T & ASSQDPINEED IN DETAIL --' -- I(m 1 1 t]! STEEL STRAP,2t/�X 1/8" X'LENGTH REQUIRED TO COMPLETE Irk�� X 7 S U 5t•R7>; D FROM �V I r� ! j'`1 � �a C� � �� �. a" ',v''. ;:1 �"�` r.. 6�. itis I I ' ''� r<. .-•. �a i L�, , ,, J � 7 � _ _�- • CONNECTION, SEE DETAIL. A , + ifo tom'�' 7VGn tQG,K?11�/p 4 F2XEhtP.IM/TRU52i 83*%t!©,.c.M Z01FIR'ALt-Y _ ;FS CL •� 54'?t',6a.YETL1', (t VV'r,c. UND.EW F1REPI..A,-E ELAJ".,i SSE Dffi7- A-5. �+, <� �1 � 7• �I~QII 1�'Y�" C300 FLOOR NEADER AROUND FIREPLACE SLAB c X 10 P.T. SQ. tC,► FLAN L+lE'. OF W k'(}OF ) D, --- ---� _ _--- _ � PrNe,__ v �,_, �tz�ME 1 �^E�r �yiG (rA �� AF II ^-" n , ,I , ,r I r ,+ 31 STAIR STRENG�FR, FROM 3 X 12 P,T. SO. PINE W/ 'B) TO 1:7 L 7 o" 3 �'3 4 4 8-p - 8' �"d a'� 1,Nr EI ply ! N - -- -- _ - . • BEARING ON CONC. PAD AT FOOT, ETA E " .'E}• ._.» _ - -- -.. -FE�A,DER,AROUND FLUE OPENING,3 X 8 (C) W,%M L BEAM .. ¢ HANGERS TO R0079 F5'P- A 5,. -'�,� - uF, I i.SIA'�y}'�,,i!r2"TH1d K' f1 P COGQN tPfa;; �` _..,,�...._� IV fit M uor t ti F'GcR Pc �?S) P5 � ' r+� �,� P7 hCo) DIA. E�1 N t 1 t y .i UT ( 4 1" •'" it � �"IT�•1-�-•�5.Dim .�p�� _ FSJLV{'H`.4G - - - - ✓ U + !+ i TOr-V' 5ELre� p( !'2 s it7~c� I ., Pav _ t Q4Qii (T0 `TT wr cow—) } j/ ._, Z E A If I a PA �, \ a ',, ? jP3' �tonorrw `'. —/ 'fPrt (���;��\} MAIN „I ell ,y'+� R� q, } � j )��y+ /'� �n gyp" Ay ! MAIN p #,,5 }^ry i !`4 q `� ice° •(, \.e, � L,.f T` i P + 4 ;: V a i... n , 1 f f 'J' i ..,{, "' _ ._x . :�,. - r :: a _ _ q - Y:,� r i:l A I N 51- 1� 0, �, 5n "I —.—. .._. — w_ -. . , . _» . _. G� GONG. �.Y. r♦IMi EY ,e Ls 'v,�."j �Ca.F'A�Of ,,i,�y-`��.��>`"I' 4 � i ,�n�} /�✓T - ! J -: „ -FL CO PLUS � r i E � s, { M ♦ a: ._w� ti`J1�2a%r,Td FLUE IN t I p/ FROM i IN �iD u i :J •.'( I i' la,. +. § L- R'..^ k 1C) 2 it ) __, �R e e :�. i 1 ,1�A ,Ir . Qn^ c Iac. �t Aes ? ti. "C; A /ry py j h q s'r , --" A ,� i A i _•• I+ .w. ... .. .. ( Ld4„E.�i%l�E s ? k . YVM�f G., A",6 °.n+e.A,:v 7' r.l :., r. , ° 1 I > ( _- _ .�..... _ � = E �,, I P2� � _ "�"„'��� � , " I ta` i 3` f � ± {t`} � ♦ d \��T �C? .. : i�Nt�'�E= i� A�'�!� ( ' 5FD'I"AI Z : •�'t Irk `1117 e I � � i'.s,,i'kq �" $�. P'[ i� � \ : ._ , - •"«" ,.: _.. I.-_ t ; Q -,_! / ,�yi�3�'+ .... ti.:... - ( /gy--p : e' ap-to FOOT af,i r - ,z — 1 0* # - 4, s. ri f 3 M ,j y }� �n. nA �5 v F'n� u y r s;• Imp, t° s` Tw.. ,ar 6�f 1 T t c y �k Nxo... ,fits ,a. DRAWING NOTES �- Olt 2}` FOR ALL MATERIAL TYPs'g GRADES R.T.FINISH SEE SPECIFICATIONS. NS. B TYPICAL BOLTING FOR TIMBER CONNECTIONS: 2-3/4" M, WS ( W/3" SQ. X 1;/wt STEEL. CUT WASHER AT HEAD & NUT OR..3 N 3 X 114" X 0' _ 3" ANGLES AT DIAGONAL JOINTS:, 24 = i—tvc�re: ttv11.0.iN Roar Niter Bn�.{?�s � '._ __ � �. IN,:�au�>a;C�a�fratM.`,,Pr�ssuTrrZeaT��E'P.T.�.�1HER�sPicls€ER. �. CONC FOUNDATION FOR FIREPLACE FOR PLr0.t'IT& DETAIL'S _1; TO-$X12`s LtodtilisJATED j \ �/ j B x. 2 4 °' o. c. STAGGERED. �� �� SEE DWG. S. 2. 2 LEDGER,., Q 0P. T. SO. PINE TO PERIMETER PILINGS W/ (Bj. RDER, 3 X 10P,T. So. PINE TO INTERIOR PILINGS W/ (B. 4 FLOOR JOISTS, 2 XI<. P,T. SO. PINE AT 16" O.C, 77 _. tom, 7 _ B 4 2 r i ; # ». SA EXTERIOR DECK BEAM 3 X IO �C) W/ (B) TO PERIMETER DECK -/ ..'-._ •-_.._.-, -_. .. ..._ §. PILINGS, �a. \ ^ I ,.. �.. _,..,,,,,.;:,....._... ,.- __...».........._.._ ,._.._ _......._,;w .„__._._ ,,.._v �..:., STEEL STRAPS, TO i31 & (5 W/SOLID BLKG, ESTW (5) AT BLDC,,. � ..,. C�.. }�. 1 F' � ' �r � ,`%i } PILINGS W/ 'B,, SEE DETAIL, '4/A'3, t PLA U - _-- , /' } 1 , _ fI. I% j•ii G! I i# ,,. �A LEDGER.2 X 8 (C; CONTENOUS AROUND PERIMETER OF MAIN BLDG. {{ t OVER 2 W% 2-20 SPIKES TO EA. PERIMETER PILING TO SUPPORT (8" AT EDGE OF MAIN BLDG., SEE DETAIL,41A-3 Q -.- � 7 DECK PURLINS. �S X 8 'C) AT + 3' 2" O.C. (EQUAL SPACING; IRT-) FQF2 itimi Zi`�iEi3.f+,i'i3 " — " 18 . _ _. ..___ _ �_ _' i� _. _ , _.. - _{I _ _- k OVER 1 5j W,/ TECO TRIP-L-GRIP FRAMING CONNECTOR AT ALL �+iA. c.,p. .•• i ! I• Il FACES OF EA. INTERSECTION OF '7) W/ (SA). _�;, t• -'- tr+F _ ,� i __. k �� ` i \"._._�/�-., I `,:. 3i ° E { I ( ' i{' {�f._ '%' 1 t i EXTERIOR DECKING,. 2X& SQ. PINE S4S LAID PERPENDICULAR TO ;7) W/MAX. 1hg" SPACE BTW. PLANKS, 2� ,I.,- 1. ? i ♦�'•. '-._ �...• I { ! ° !"; .h'-i-•_; ' f ! _--_.'L�.�,.__...--- --1- -- ,/ ,. 9 HEADER, FROM 3 X 12 i-C) W/ (8) TO ALL PERIMETER PILINGS''. �� SEE DETAIL.3 A-3. jIL,� ".. ... )it _--. _.._ _. {_.._ » `.: 0 LOFT DECK BE_M,3 X 124Cj IN/(B) TO Q♦. J �, � �, _.:..._....__ .. �_.,.....:., _.14 . .:,, .._ � — i ! ' pI 1 LOFT RAIL POST. IG" 0 Sa PINE. W/ f R) TO 10) . 20 ,• {i( # 12 LOFT DECKING,3 X 6 DBL. T. & G. Sa PINE, to - \ f ,_�D -i ' \-: ��. °' ?i I�'' "�. P1: I n�-5 �,,.�0�. I O�y �'�Jf pt,.. ..2 I' tt�1�a.. I r ; \`:_. 1 3 LOFT RAIL BEAM .3X 10(C) W/(W TO''IIt &('14). { i. ' _,i�._.8 l\. t, - / !. I4 CO NNECTING POSTS i0" I�CEDAR W% (B) TO E3�• C �.p C _ -- _.._ _ _ A ) �, .p f f.._..,_,,.._,_ .,,,_..,y„w;,...._ _..--_—_—__ .._. ....-_---_:...__.i -I--" j---"-."_,.,-,:.'._- :. - _. - - Sn LOW ROOF HfP BEAM 3 X f0 ,Ci W/(B TO 4 & 14''�.. 17�}�i. -- ;,,6 ^� .._ _ -_- _- :-"'�_.._. .._ _.._.. .__..-- _ _..__ r _ -.�,-^ - _ ;a-L..!.._.. Se SOLID.BLOCK, AL IN 8 X 12 INTERSECTION. Wj" {B) THRU 5A & (16) TI-IRU - ! LSAT DIAGONAL INTERSECTION. SEE DETAIL,3�, 5TA-3 T,.i7 y \ { ! Iir�, 16 LOW OF BEAM . 3 X 1D 'i.C� Wj (B) TO PILINGS & TO (1sA1 THRJ 20" _ 5 E Gif~i. A3 s Z� I 5A ¢ DWG. A . _-T f ( { _. k *..... 'G .. f58)WHERE INDICATED} :SEE DETAIL$i iO�J, G ..u..-,:,... f ♦ , y ` i '� .tr"j'! C1,7 STUD WALL SEE FLOOR PLAN. E, `.../ ' DWG A-i. i I•,: 3� - u e } ._ •.._ �.,., tiB MAIN ROOF HIP BEAM. 6 X1%tG.; OVER �<} B'TW, '�" 15A' W/ (Bj Dcs�. FR, `s;t s PLn 3 P�FrI DT,Nl1 �vk,; �' i — _._.�.., _..__... _, __ _ ._.._...__ __. .___ _.„ ,.__. _--__ • __ i,3-___ -- _ �_.___ -_ - �_ _ � "I'll,-' ---�.�` tx W/' S T E E L S T RA PS AROUND 'P rJ, SEE E TA IL;. ! i, s 1. I ! - '19 MAIN ROOF BEAM 2 X 12 (C 1 V;/,� eB) TO (EII PtIt & SHAPED TO ¢may,,»nvus N._ T Cc�r� rI A c)vt iT ' I u � REST ON i 161 AT PERIMETER OF MAIN BLDG. Wj' SHAPED (158; I 3f4 M1Y I BTW W/ (a),. ,& ! } ' e I ._.✓ ------ , i I 1 gG 2xSE: HMECH 9D G0 FOR' LC7GAT Ohi PE'-, ,. ( �" I.. t �_..,I 2 CROWS NEST DECK PERIMETER BEAM, 3 X 10 (C) W/ (B411 .. O Pp, _. - ._ �fl N r b C� �' i „ ,M !.._,.._...I,-t-,� _.j._.� (_ _I_. _y - ^ .!i.1 21j CROWS NEST INTERMEDIATE BEAM, 3 X 8 (C I W/ (.B) TOE& 14x6 F•N,W,5., K. )j - » 1 �:- I 3-_ — f l- _�..._ l< ::. CLIP ANGLES TO ' 20! IGo o.a CQ'RtF� S t I_.._.--- i ± e I - t R23 CROWS NEST D INTERIOR HEADEBL.EAMT. & I$OCPIW/(B) NE,B. .. _ R 3 _) \ / ( ) TO` 'Y ,« ( _- - ,2 7,1- ' 15A ' \. f � , •w �SI f01,, rill I Ck,W FT14 —.......--ry^ -TA, �; 1 A mil! �1 OORA e . i Y "Y y a u t a_ ONLY Lf or v 1 5 -If iG@i 2✓4'r it:{' I F lAL p g g p 4z„ I- f 1, r i t•A qqR 4pp++ �aVT ..T 1'T § -�♦'. �'-�•__' -t 1� �- .tea" _ � ; s 1 \,� Ss- '. ,4,am...«Ms�m�.'e�r,.wn. i§Y�w�ee.,ns..ca..�w MANZER ENG IN El RING INC P @ V k"V ,+. tr .._ , 4.A;3 V ..1 �`JF 1 L✓^ cry p -. r.} .F ,i ivfJn ... ,.. . d+KCi,AND, FLORIDA Ka .-.. �. ,.- ...... .. , i� •. 51f-r. I^i'. !uf..f�t.4 1 `i r V,i 4 1 J h F 5 Y .. r 1 Y. �.., _-,rvu,..,._i,..,,..� _. n,. n1ar. ,_.._._..::.,-«- :,-,..r. i� R � v ,- .., ... •. _ ..RZ . 5 Re . . ..• e„;. »y� � .±! �. e , •t. FA.4 iN{nM1 :'.-. pJG'. ., I,�: . ,. EL�R ,. , 4i I S'... i-w. ..:. -, n.. rz r^ , .i. . t .IIc , < , b'f, ".�y., +G'+, rw. (` V tIc ' da. '! Ir 4 ` S„ :. s ti FS '' S- € # CI E3i Ln# )? L Ti �Wa �t j^✓ prn,«r,§ eu c Nsr,: rlo., I C-s'ar�; r..�.: 1k7ii fs'f CK r59ll.r ,�': hTi G,Y [)ATE SY �.�»i''4":G,! iA:l" i1-�..,. E�,v..� t;9V§1�;��i ,d•;8..a .:.�W6�, i_.szl� Iiti , Tz , - G P t..,.. f`tl 5 71 �vL:Tipl�^�,a .�.�',�1, d':,�✓ l�f.�.+`` c.1._d�T'�i � ., s �R�tu•a + GI .1 4 t } 4 it it s -fil aye cew=P �.. r/ M M�Pn`HT`�t S _ - - yy �,I +i.bu: ' { 1 ,\fii'�,)\1'-..1 ge i• :,..,> } :<:r j ■ ■ --------- _7V tti I ---------- _ et A. f 7-n _CK 4 ti ON OMAN"( 6 4 1 m vt> 4 T ,1 THIS DRAWiNGAND RERROOUCTIONS MANZER ENGINEERING, INC. THEREOF. THE INFORMATION APrD W.WO l Hnw, TITER€Ora, I-, THE PROF- LAKELAND, FLORIDA ERTY OF MANZER ENCINRR.NG MC. AND MUST F,E RETURNED UPON OF- MANVI THE NFORMATION THfRcvN _ MAY NOT 61, USM NOR CIVIL EI "- « VITdOW THE WRITTEN PERMISSION nF MAN —PR ENGII1FERING INC_- Ff, S O4AVS IN- MOST NOT Br. USED FOR CONSTRULTIn!d ;`,g 'ABRICA TION .!NTT,.. CHECKF,' SH- T iITL,E ANL^ L:°VEC :DR CONSTRUcri ON PSSUE `)EkIp ION r, 4TE BY I CICD t IcSUi- DESCRIPTION DATE BF CI:'D I�AIE BY v l oRAWN NO DRA,W ING NO. ISSUE r �ONN.DET. For, Low RF BMs.S CORNrzR 11.01t _ DRAWING NOTES CON'T I �_e.._._...'. (45j & WITH HOLD DOWN,--_.____._.M DRAWING NOTES 46 24 GA. G.1. GRAVEL STOP & FLASHING NAILED TO -CUT-OFF a CORM Ftl_l CLIPS AT 48"O.C. NAILED TO (44). A FOR ALL MATERIAL TYPES, GRADES & FINISH SEE SPECIFICATIONS 47 EXTERIOR DECK EDGE MEMBER, 2 X 3.P.T. So. PINE. B TYPICAL BOLTING FOR TIMBER CONNECTIONS: 2-3,=4 M.B S W/ ^+ As WOOD SIDING, 1 X 10 So. PINE, ROUGH SAWN, LAID VERTICALLY. 3" SQ. X 1/8" STEEL CUT WASHER AT HEAD I& NUT OR,3 X 3 X 1/4" r 44?) WOOD 490 RAIL fROH IZ%(a 50,PIN1 W1 EAS517 F_D(SES° X 0'-3" ANGLES AT DIAGONAL JOINTS. E,o IZ4 6A. G.i• FLA51411146, ':!)'UP UNG1 Ct 5N)461.10;1a &` OVER. LOW 70OF- C So. PINE, ROUGH (FULL DIM.) , PRESSURE TREATED (P.T.) INHERE 5I•...EPIG4G7SEi7 lASEMI1j-A10ES+.ZQ. 4iAk �giy,�YF, ¢ap. GEll.4t{44. SPECIFIED. —� I 1 CONCRETE FOUNDATION, 10" DEEP X 20"WIDE, CONTINUOUS UNDe!@ 8"' C. M. U. WALL W/ :fit- ��5 CONT. BARS & #3 CROSS BARS AT -- ! -- -_--- - "` 24" O.C. PROVIDE #5 DOWELS UP 16" INTO WALL ABOVE AT SAME .... SPACING AS `VERTICAL WALL REINFORCING, SEE NOTE (1) "SHEET A-1. PROVICIE 2 X 8 P.T. PLATE ON TOP OF BASEMENT WALL. W/ 1/2'" (](X 8" ANCHOR BOLTS AT 481' O.C. IMBEDDED IN BOND BEAMS TOP COURSE. ' - 2 LEDGER, 2 X 8 P.T. SO. PINE TO PERIMETER PILINGS W1 (8). 3 GIRDER, 3 X 10 P.T. SO. PINE TO INTERIOR PILINGS W/(B)/ M I 4. FLOOR JOISTS, 2 X 10 P.T. SO. PiNE AT 16" D.C. W/ U421 EXT. _ 1 PLWD, SUB -FIR. OVER DOUBLE JETS. AT EDGES PARALLEL TO SPAN, RIM JST. & SOLID BLKG. PERPENDICULAR TO SPAN &R, 21 tP!-tt SOLID.BLKG. AT 8' O.C. ACROSS SPAN. SA EXTERIOR DECK BEAM, 3 X 10 (C) W/ (B TO PERIMETER DECK dt PILINGS. If �' i✓ L � �� Ss PSTEEL STRAPS, (0LID BLKG. BTW (5) AT BLDG, PILINGS W(B), SEEDETAIL 4,/A 3 6 LEDGER, 2 X 8 (C,1 CONTINUOUS AROUND PERIMETER OF MAIN BLDG 9 OVER (2' W;'2-20o 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 (5'W,/" TECO TRIP-L-GRIP" FRAMING CONNECTOR A"i' ALL P. \ I FRAME Ra ' \ /r FACES OF EA. INTERSECTION OF (7) W/ (5A). �L l OR pETAILS $EE SHT A 4_ \ 8 EXTERIOR DECKING, 2 X 6 SO, PINE S4S LAID PERPENDICULAR TO It T�tF' COtiN. DET. S L�, IH b ?,4.vE -TT 0t-I �L.3�'O � 9 2 t TOA L PERIMETER PILINGS ,. '4- `. �� �� .^`" (7; W,�MAX i;'16"' SPACE BTW, PLANKS -- — - - .__.�,_..___,.�..� -'^ —� 1----^- ' HEADER, FROM 3 X 1 I C i W/ (B L T E I 11 Ir_�1r'- a•8 Ef- i� i\. SEE DETAIL 3/ -3 . 10 LOFT DECK BEAM 3 X 12 (C) W/ (B) TO P1 - °,. 1 11 LOFT RAIL POST, 10" SO. PINE W/ (B) TO (10). 3a' LOFT DECKING, X 6 DBL. &G SO PINE 13 LOFT RAIL BEAM, 3 X tO�C) W1 (B) TO )iT( & (14). 14 CONNECTING POST, 10" CEDAR W/ (B) TO (13-- 'I ISA LOW ROOF HIP BEAM, 3 X 10 (C) W/ (B) TO P4 & (i4). 15a O t C) W/ B) THRU (15A) & 16) & XAS.,.... ..--y<•;e`�7•' 1 SOLID GON L IN 0 (CC ION . SE PILINGS &� i THRU IB BLO M 8 , AT DIAGONAL INTERSECTION 1 & 2 SHT. A-3. ,i 6 LOW ROOF BEAM X 1 TO 1 15A) 'THRU (15e) WHERE INDICATED, SEE DETAILS 1, 2, & 3 DWG. A-3. 61i1� "" 17 2 X 8 SOLID BLOCKING, CONTINUOUS BETWEEN PILINGS. _ --•. ®��r � t8 MAIN ROOF HIP BEAM, 6 X 12 (C) OVER P4 BTW. (15A) W,/(B) GPi''IL.IHISM 1$ -7 PLAN j)ET.OF MAIN ROOF HIP 5tA, COt4N°"O GO1 NP-1t POST + & W/STEEL STRAPS AROUND PI, SEE DETAIL6%A-3. �. �(%---•^�----^^°^• t 19 MAIN ROOF BEAM, 2 X 12 (C) W/(B) TO (18), PI & SHAPED TO REST ON (16' AT PERIMETER OF MAIN BLDG, W/ SHAPED (1553 - 3 •' �O� '� I I . O 20 CROWS NEST DECK. PERIMETER BEAM,X SO (Ci W1 (B) TO P4, 1 CROWS NEST INTERMEDIATEBEAM, 3 X 8 (. 1 _" _,.._1�' ,"-8 C,r Wf (B) 30 P9 & 2 CLIP ANGLES TO 20). � I F + 1 122 CROWS NEST DECKING, 3 X 6 DBL. T &G So. PINE. 1 CROWS �� 1'J-Q 4 R _ EXTERIOR HEADERBEA , SHAPED FROM 3 0 GUT -OFF N& INTFRME9IAT 23 NEST INTERIOR HEADERBEAM,3 X 12 �C) W/ (B) TO P1, e „ '' .�,..,, -''._. PEit1METER FILINGS, _ _.. ' a�w� d' w/(B .' 25 ROOF BEAM, 3 X 10 (C AND CONNECTED TOGETHER -..� v rr-1c?k7H T.' CROWS S� CROWS NEST ' T7:j - EL, - .�,.i I r AT ROOF PEAK AS INDICATED IN DETAIL 1I$-i. 45 2 w r /G, DET. S MAIN FRF HIP 5m, Tq PIL11�� PI p , CoRNE i2 PILING i74 26 STEEL CONNECTORS, 6" X 6" X 1/8te X 0" - 61P BENT PLATE } 4� {-A. ''-- ' CUT-OFF (LEVEL) W! (B�. THRU '241 A ROOF PEAK AS INDICATED IN DETAIL d/S-.1• ,... Il - '- _-_ .." i n r It 27 ROOF DECKING, 3 X 6 DBL. T&G So, PINE, ..= .,.-- ` 1 } � C,UT - tl'F F +e CORNER PIl4 Nt* _._ _ ' 44 y - l �-- : ^ 8 _ LENGTH REQUIRED COMPLETE /�� - 4 _ /. 30 -- � 2 STEEL STRAP, ? i/7'" X 1/8" X LEN TO CONNECTION. SEE DETAIL 6/A-3. { - ��(� _ t''ERtH?k'il..Ie. HEADE,z'> 4 I * I 29 3i4 " ¢� THREADED ROD THROUGH ROOF BEAMS W/ANGLE SEATS t b?S4 '� i 3 X 3 X 1,, 4" X 0' -311 rl 79.. �,.I<:.I;i. HOT SHOwF+.. 4.0 30 CLOSURE MEMBER, FROM 2 X 12 So. PINE SHAPED TO FIT TIGHT TO UNDERSIDE OF (27) W/24 GA. G.i, FLASHING ("PAINTED BLACK; OVER '.'91 OR '.24). %TOTE. �XTE�IOIZ f ',� ,' _ _..__.__ , , —� 1 31 STAIR STRINGER, FROM 3 X 12 P.T. So. PINE W/ (B) TO (71 & O' _ FrHAPED MEME9ETz. Tp r . .. t , u I � ' �,. "�- € BEARING ON CONIC. PAD AT FOOT " s �y 432 SHINGLE ROOF, LIGHT CEDAR SHAKES W/7" WEATHER OVER IX4 5e APPL ° i _-_- --- _.- �` _-., i STRIPPING AT 7" O.C. NAILED THRU 1"" RIGID INSULATION TO IED Rf?�'<;C WIN, i ; FRAi�1E IS INSTALIECJ (--T`tP, WiH IyRAME_ j � ' . _ � � i 3X6 ROOF DECKING I i �c7R D1�TP __� EAMr: � UY4��R WINCaONS ! - � ' _ ROLL ROOFING, 3 PLY ASPHALT SATURATED ROOFING, WEiI,iIHT M.�_.. �...®_ -.� rjBE �HEf"T /1 t�; Q flp I(" ^`� �� ( a �jIDE ViEYw Of° GOiJ^N;� ENL YtE CjF� GQ � AND APPLICATION AS PER MANUFACTURES RECOMMENDATIONS _ 3 5em VETAiL 5/A-5 j g A toll!I,I r ii, _ q ,jf E O'Q 7 1{i ,1 ern �77�� Ilia fl;Qr' FOR 20YEAR BONDED ROOF. PROVIDE t" RIGID ROOF INSULATION 'I OVER 3 X 6 DECKING, IL 34 CORNER PILING, SEE P4 SHT. S-t. E�.3+4�G - _-3L,. ___ 35 3'4'" PLY "WOOD CONNECTING PLATE EA, SIDE OF (34 & ( 18) W/ >*�.. 3 �L=CTIC. N T1-i U TYPICAL �YL�HAN�tr � '�—' � `;" 6 ET INTO AS SIDE 120 ---� .y1 5 16o NAILS, STAGGERED, INTO EACH MEMBER, EACH SIDE (20 NAiL VA 'r " - V 3 3/4"0( THREADED ROD, L F (18'' I = it- a C _ r'. t--• i -z: ., THROUGH CORE PILING. {lz i IRON CO., 2715 N. CLYBOURNE AVE., CHICAGO, ILL. 60614, a s, IS , -•Ft •�J �.e0 2'-p" g-Sa t_r 1� -. ii! g I 1 g STRING X 3RUNGS �'� � 61tto '_Oy" ��3 CELEPHONE, (3t2) WE 5-i500 '� t5R1A� ROWS NEST LADDER, FROM 2 X 4 STRINGERS W/5 4 MAEN STAIR,.,/ % i f "y I '7� ...a,..� _ ........ .. __ ...,_. _..._. _.-_. _ '.s A'- 12" O.C, LET INTO STRINGERS. 39 I,/2"0' M.S. AT 24" O.C. STAGGERED. iT ,_.� ~ 1 `E 41 —'� - -- - PINE i4r I" - E i ! 1� e= =-- - — _ -- _ CONT. PILINGS P. WIND FRAMES, X 4 P. 50. i I _ q E, 0 1 1 I - - CO E PLATE PONDER TY OW S R-�_ _ - 42 EL.'L'�'I i +' ' r f -- _ - - ._ i A2 3/4" PLYWOOD SUBFLOOR NAILED TO (4) w/ IOo CEMIENT COATED I ?`r 6"O ALL EDGES AND AT 12"" O C TO INTERMEDIATES I NAILS AT C. fw % i I= I a' ':.`,"'1 1 J�O -�..__- lI ;..� BEARINGS STAGGER PLYWOOD JOINTS. COVER PLYWOOD W/' I5LI31 _.. i'+1 _I _'' FELT AND LAY RANDOM WIDTH i X P.T.,T&G FINISH FLOOR10-G ice; BLIND NAILED TO SUB -FLOOR. - 43 24 GA. G.1. FLASHING,( PAINTED BLACK,) TYPICAL OVER Al A EXPOSED BEAM ENDS, SEE DETAIL 3/A-�3.riPW 01VA N510ONS _ .;, �i! 4I I+- I '.?' i ^" �•. E'.. 44 ROOF EDGE MEMBER FROM 2 X 6 , CONTINUOUS.? _ Cl FIN �L00W IdACi R K"ROM X 4 5 • t EQ. 45 IIIII ; o Plfd. 3 �d 2 o 4 -� - - _ �. G. �,ARCW lTc �_ 6... L-4 t'IuL_1.18'+l i:f L,,+'b - C eRE g11+ r ( _ _ __ - / • i a�J ` �. � .._ x-w._..�.-...,^..-.. __......:...- ,- ,,... sue:.«.... ': ..{.-.--.•,. 1 !f ... :, -;, e�.,I I r• _ .,' � _._ -_ i ., .!/'.. � •i i ..,�v-..�.,m »., ...�.�.� ....a,�+a.�...,.a.,a.,,......r.=:w,°.., ....,a.......,, ,... _.. ..,..,h++n«««:r�...+,.� .,.»,..e,�.,,. T I _ _ w .,-.. .:..ISSUE € ar T► T' € I L 1� , , , :?? T'fPICAL 5UIi DING `"� r,-rlom { Y AND REPROOUCT Ok5 M A NZ E RINC. y I III +ATION ANC Is THE PROP- LAK1A.r'TND, FLORIDA F I,ANL tN;.:NURiNG. INC. ` m[,Q BE RLTURNEO UPON R`- 3 TiON THER ON NOR o � I SIE^ R L_ L1 t�C t..f V * r `w 2 EP R DI%UL E' RI FT. PIERCE , .C> 'I FDA M_ _T NOT BE UGEC , OR FABR"CA- ti „ ns CHECKED SHEET TITLE BUILDING SECTIC/ . -�,Y CK'D IS}}'�_p: DFSU2IPTIC3N DAIt 6Y vk..;.,: ','AT". BY - DESCRIPTION C>•'`'� •-�- '^ FRAMING F.�.-R p},{ �/� 11�� '�^�yp DRAWN (11 i wy fr n_._.....,......_._.-...�.......-..»..-._._`. API :',3v F.Q - i ,. ➢ W46 tiJ6iHYM1`ki. mAW9Ya11'B�,W.ua'.,+x.MbtPitttiM2M>Ma Yttam.itT^�,a3weS VF a..i".Mx:av^�9tiRKi4c*#fS1TNTW.ERiPx.➢KeAG:.m?rX�.vxNi puyry �SHIL �YRF+�PRS'Y,R%Al[A'N�'vT�"PP. i:.MstiR`.@'�ID'tt6kcN Y,.tlU3+x3F alfi�iW AMAh ". k,.lidN,'e �9Y awn SaYYo✓d Yv3.u.�i.Yat Mk'V x .s,./�dLW.. .,k.� Mi91'.lT.9MtL[ �f4A@W.. Yq.WlaiXti.fi^MYiZ DRAWING NOTES �¢ A FOR ALL MATERIAL TYPES, GRADES & FINISH SEE SPECIFICATION B 1 PP1A._..BC?L NC FCR TIMER CONNECTIONS. ? 3`g" M,Gi°S Vda # .,_. W/n ! � r, ,•^ 31, so. X Vell STEEL CUT WASHER Al- HEAD & NUT OR 3 X 3 X t/Ana � � - -4 5{ Q - 3 ANGLES ATC7tACsGNAL..IUf[�dT'a. G ;3Us FI__ ,_ROUGF{ (FULL DIM PRESSURE''rREATEC N:T.;' WHERE ,y-----r--•- ....r 7, SPECIFIED. y + __i SMNGIL.E ROOF LIGHT CEDAR SHAKFS W/`l ' WEATHER OVER i X 7" G. C. NAILED THRU f'r RIGID fPV4,"f.1LA"FION Tq 4 STRIPPING n7r 3 X E ROOF DECKING, , 2 ROL.L. 'ROOFING, 3 PLY �"r SATURATCD Rt'.)OFING, WEIGHT AND APPLICATION AS PER NCANUrACTURF RECOMMENDATIONS �-"UR 20 YEAR BONDED ROOF. PROVIDE: I" RIGID Poor SA1 y!1l.AT't;>!y C)VER Y3 X 5 DECKING, 2 3 LAGPOI_E, TAPERED HARDWOOD I 1/' I' )d A- BASE NJ ut"I'i CC Si _ '�' t.__ _ S. S. SLEEVE WELDED TO S;S. GROSS STRAPS F3fJi...TF_D TH3��:a',ICH rRt?Wz3P;EST RC7*J'E` £sL;.AMS, h`LASt-W R� CiiUNT'EF2Ft..A5t-i1�rlC?Rltv'§IPFG ' . I = I fi: i� .e"" A • S ATROOF F` Gra.'e^C . W3RACKET T�., PROVIDE WATERPROOF CONiriT1£.iN 4 W�LACiE'471m1~:". TAPEREDHARDWOOD,jrr E fB�It'T• i3AS:E, IN MALE.. PAUiWr`!�"f'lfd _ -.:. ... :t p� , i; ' �[ , ^ d i }}.� .•" iJt i 1.. -,,i .. 1�" - I t . .! BRACKET & BRACK.ET'7'O ROOP= EsEAN1. L71', �...� 'tY tl�. � �� �-§. '-" a '� � _ _ j _�.� ' S �FtfYC1D SCDfNG, i X fi} Sao. P'tNEr Ri7<.3a•H 5AVsiNg 's.,AtC3 "a/E.R�'iG+AI..,k�'a'> $9� 9..�7 114G �i CASEMENT 0 N.'5AS4 g �__]� �I � fi iS3�.EEYHONEY. R.,r __ _. _ . � 7 CHIMNEY Hooc1 _ , PAINTED BLACK, ALL AROUND CHIMNEY ,Y "Y h. _ u a W"'LASI IING, 22 GA. G. i. SHINGLE ROOF i't? COMPLETELY 1 'B'EI S( WAT ERPRQO= Ckltl ttvr OPENING. -$- ._.-....ac_..-:..:a..w.. .........,.�,._.. _. 9 E: RO.L fx_R FLUE HOUSING, is X 4 WOOD FRAME STRuc ruRE, vv 51 BATTENS FROM (5) 10 BOLLARD VV/CL.EATS, SEE D/A• a. 1 t HAUSER, t 1%2" 0, SPLICED THROUGH EACH CLEAT. , I -� I _ I - - I�: j "h Ea ECCL. I 1 _ �._.. L ... _... _,..� I -I 2 TYPICAL '&Oot) SASH ELEVATI ONEiEll x� 1 12.a. M , z� —�_ 71. I I l 1 ��t i � �1 11 GEN;ERAl_ EQUIPMENT LIST LO-ROY REFRIGERATOR NIT14 MAPLE TOP 2DOUBLE CONVECTION OVEN 031 - DEEP FRYER 4 RANGE HOT I OP WI rH OVEN k 5 BROILER .......... 6 187" S7AINLESS STEKL TABLE WITP UNDER SHEI-F L F- R EE Z C R )_ ICE MAKER '—COMPARTNIENT SINK WITH 2 DRAINROARDS -POSAL k1l GARBAGE DIS WITH 18" CONE i i i _� a 12 DISHWASHER CLEAN -DISH 17ABLE 04,- HOOD 1A HTP 1 OOD, CON OL PANi-L J FAN 5 OVER PASS -THRU 16)- CHINA STORAGE CABINET UAW...:;- -_ - Ii- 'NALL-MOUNTED SHELVES 5 CHINA STORAGE SH01..VES 111101- 24" COCKTAIL UNIT 2 0 HAND SINK 'NVITH WOF?K .BOARD 9EVF-RAGE PDX xt ------ :2f, 3-CC)NIPARTMENT SINK WITH 2 DRAINBOARDS WORK SOARD 2 DOUBLE SERVICE' IC�';81114 STANDARD DRAFT 131:ER DISPENSER SHIP'S ENCdNE:-RCO�.i TELEGRAPH UNIT CONVERTED TO DRAFT BEER DISPENSER iURNACE �28i- DEER AND SODA SY'jTEM _EEL 'ItAND SINK STAINLESS S1 �3O� FLAKE ICE MACHiNF (31i WA-rEP HEATER "VOT RAF-f- MAaDEL, NO, 11 44 BEER COOI-Er WALK-IN FOOD COOt.!-R 017 lis PLACE 4 iRE EXTIN(.;U'1�5H" I3S IN DINING AREAS PFR ALI- APPLiCAkSLE FEDERAL, S IATE, & LOCAL CODES 6. PROVIDE CODE APPROVED EXTiNGUiSHING SYSTEMS IN KITCHEN & STORAGE Ai2EAS AS REQUIRED. i EQUIPMENT FURNACE: I:ARRIER MODEL., 46 BC. HORIEONAL TYPE FOR FIRING ON LIQUIFIED PETROLEUM GAS A,G,A., "'UTPUT OF 175,000 BTU HR„ 4,,, ro C. F, M. AT 1."4" S, P„ I HP. _ 71).1150 FAN MOTOR, C:OMPLE"TE WITH FILTER -•RACK AND "FILTER. COND'ENSINC't UNIT. CARRIER MODEL 38AC01 2 , COOLINGCOIL'. CARRIER MODEL 40 RROJ�`, DIRECT EXPANSION - TYPE, DUCT" MOUNTED. EXCLUDING FAN UNIT NOTE: CARRIER EQUIPMENT' OR APPROVI:-::D EQUAL MAY BE' USED, tNSULAT E A.G. UNIT FROM Ft._OOR WITH VIBRATION INSULATION MATERIAL, DUCTWORK ALL DUCTWORK SHA1._L BE GALVANIZED SHEET METAL, INTERNALLY INSULATED AND CONSTkUCTED IN STRICT ACCORD- ANCE WITH THE STANDARDS OF THE N.A,S.M.A.i-,C.,, COMPLETE. WITH TURNING VANES, ADJUSTABLE VOLUME CONTROL Al- BRANCHES AND CANVAS INSULATOR`:, INTERNAL DUCT INSULATION SHALL. BE •EQUAL "I'D OWENS-CORNING "AERQFL_c,X" GUST'IN-EIACCON "ULTRAL.IT.I. 200" WITH VINYL SPRAY COAT., P,.O, G. TEXTRAF'ING OR APPROVED 4;QUAI- INSTALLED IN SUCH A MANNER SAS "t'O FOAM A COMPLETE VAPOR BARI.�IE:R, A.C. CONTRACTOR TO F-URN1S+- DUCT LAYOUT .AND GRILL. SELECTION FOR APPROVAL. Ei r' ENGINEER BEFORE FABRICATION C}R PURCHASE. GRILLS TO BE EXTRIIDED ALUMINUM, TITUS OR E:OUAL.N;ITFI DAMPER AND DEVE:RTE"RS, DUCT DESIGN CRITEA„FOR SIZING - MAJN DUCK lZiO F,FM.-OUTSIDE:: AIR BRANCH DUCTS 1100 F, P,M,-•F"IL FERS -350 F,P,M, BRANCH t;ISER 1000 F.P.M.--HEATING COILS -650 F.P.M. RETURN AIR 1500 F. P, M, CONTRACTOR SHALL FURNISH FIREST'ATS lk SNIC,KF Sf NSORS IN R.A. DUCTS. TO CON ROL- A.C. UNITS IN CASs OF FIRE'. ■ 1 - ,I him I I I ' - 1 •", �' '_lam. �-. t � 1y .i✓v v i. ..� _�. , v.✓. ,. .. 1. � ! — — — - - -' --- ---- - - - - - --cow--- — - — 14 �J }- -- - THIS [RlAW!NG AND REPRODUCTIONS MANZER E N C I N E E R' N q' INC, I _ THEREOF, THE INFORMATION ANG KNOW-HOW THEREON, IS THE PROP- LAKELAND, FLORIDA ERTY OF MANZER ENGINEERING, INC. AND MUST SE RETURNED UPON DE- MAN D. THE INFORMATION THEREON w �.; MAY NOT BE USED NOR Dl Yl,lCrEk^,. �, •...s � IN IN, WITHOUT THE WRITTEN PERMISSION r-^q OF MANZER ENGINEERING INC,I�^'7Ijq �,�, THIS DRAWING MUST NOT BE USEI`. FOR CONSTRUCTION OR FABIUCA- TION UNT!lSIGNED AS CHECKED SHEET TITLE AND SSUEO FOR CONSTRUCTION. -E BY C.K`D ISSUE DESCRIPTION DATE BY !"'I i'- ISSUE DESCRIPTION DA' •— CK'D t7Al- u l „%L...E_`;•,.. DRAWN , i n CHECKED " ?; y. ... ORDER NO. /`4 tip`... , DRAWING NO. ISSUE APPRf ._ SCALE 'ON DNIMdiiO 7 c I �R 7 �__! �� All i C6H -�' R i i •I 1. �. _Y+¢'aia+- - I ISSUE a i ;`f7Ji 0 FI_.AKE ICE MACHINE I3 COCKTAIL UNIT ODISHWASHER 14 JANITOR`S LAVATORY 0 DISPOSAL K: WATER SPRAY FIXTURE 15 RESTROOM. LAVATORY OHAND SINK IS WALL MOUNTED URINAL 9 LARGE SINK 0 WATER. CLOSET OVENT HOOD CONTROL. PANEL, IS CONVECTION OVEN DOUBLE UNIT SINK AT WAITRESS STATION 19 DEEP FRYER WATER HEATER 20 RANGE &. OVEN /O8 9 BEER n SODA SYSTEM PLIJhq}':ING LaiVENDOR. 21 BROILER IO ICE: BIN 22 ICE MAKER 1 i GLASS WASHING SINK 23 FREEZER I? HAND SINK 204 FURNACE_ 'v�,' _.�.. _ w... .. _ y y I 11 9 MANZER ENGINEERING,' INC. THIS DRAWING AND REPRODUCTIONS THEREOF, THE INFORMATION ANC KNOW-HOW THEREON, IS THE PROP- LAKELAND, FLORIDA ERTY Of MANZER ENGINEERING, INC. AND MUST BE RETURNED UPON DE- ♦; MAND. THE INFORMATION THEREON MAY NOT BE USED NOR DIVULGED ' ✓✓�� ��^''``�� J� �j ��J' /^� ( INN jG�V L;:;Zl"\0\V IN �1 6S �� WITHOUT THE WRITTEN PERMISSION OF MANZER ENGINEERING, INC. ,^+ pl�R� I`LA THIS DRAWING MUST NOT BE USED FOR CONSTRUCTION Ok FABRICA. TION UNTIL SIGNED At CHECKED SHEET TITLE AND ISSUED FOP CONSTRUCTION. t DATE BY CK'D ISSUE DESCRIPTION DATE BY CK'D DATE BY DRAWN 4� .. CHECKED I ORDER NO. n 4^ Z L"'I DRAWING NO. APPPOl'ED SCALE Il4iI -) L W` I ISSUE' 4' 1 ,IF DESCRIPTION 4_. ry ✓ a I , f Ir 1 ? � I i' THIS DRAWING AND REPRODUCTIONS MANZER ENGINEERING, INC. THEREOF, THE INFORMATION .ANC KNOW-HOW THEREON, IS THE PROP' LAKELANO, FLOR►DA ERTY OF MANZER ENGINEERING, INC. AND MUST BE RETURNED UPON DE- MAND, THE INFORMATION THEREON S {�'� _ MAY NOT BE USED NOR DIVULGED R��J G/ WITHOUT THE WRITTEN PERMISSION OF MANZER ENGINEERING, INC. 7�-•-- ,^' E� /'� ' r THIS DRAWING MUST NOT BE USED 1 IC1l..r -. FOR CONSTRUCTION OR FABRICA TION UNTIL SIGNED AS CHECKED SHEET TITLE AND ISSUED FOR CONSTRUCTION. BY CK'D ISSUE DESCRIPTION DATE BY CK'D DATE BY DATE DRAWN 14.f^i I. ! -. L.. CHECKED ORDER. NO. Z^r� DRAWING NO. ISSUE *i, L. APPROVED SCALE /yl II - 0- ll