Loading...
HomeMy WebLinkAboutBakers Mountain Park Gazebo 10-29-02MAR-27-03 THU 03:52 PM MOSS MARLOW BUILDING 00. FAX NO. 828 328 2156 P. 01 Mass -Marlow Building Co, Inc. C FAX COVER LE`l"1`ER 03-7-03 Attention: Rick Frady Catawba County Building hispection Fxft: 465 8375 From: Erik Jordan Mass -Marlow Building Co 82.8.328.2333 ext 308 828.328,215E fax ejordanoap- nossmarlow_con- { Ref: Bakers Mtn electrical No. of pages including cover. 4 Wax Rick, Attached is Te revised electrical for Bakers Mountain Park shelter. Please call me i('yuu � have any questions Respectfully submitted This project may be subject to the architect - TAT J()iclall ural standads o t zz . t't z. ,. ,t. i.,..'i. `� iiesActo logo (the s �.�t ) m Issuance o hi Mn�swMariow Building Co, Inc, permit 'i6�u £,., #' a� i ''` �' t `'t .; o t 1�# i compliance with i Federal Lay, Copies of the guidelines and information concerning t 4 0'r xt flo, or ar t t S t a n t'h k e fq- h, ADA may 3? � � 1 � the k` .� ,� 3 �. g t a "v tiro 1e .e Jk�.''" ai e a..:. firial `� &v � e r:rt ura anTransportation i Sri# rC p t�s r e bui r a *aka t �#a,.�c��s��r a2�� � �e�a- � �� # s Ward, r d 4, 00�-USA-ABLE or t Dept. "#�.' i # '"% i I , 5 a l ttin mn=$' � 03' � � F � Failure to comply y with the 81", ul I d,,,, ng AIDA mal result in, federal fines and penalties, up c 1, M1 za r r As E \�11�s .. 1 F (LAN r w �` s� IVII I MAR-27-03 THU 03:53 PH MOSS MA LOW BUILDING CO. FAX K 828 328 2156 P. 03 rw K) ~ s ..00, Irk 7d 0 CLOSE R6 9MLTER FOR: BAKER'S MOUNTAIN PART HICKOW, MOWN CAR1UM INnoom, n kithy' m r BRITTAIN ENGINEERING, INC. CONSULTING ELECTRICAL A MECHANICAL ENGINEERS P.O. wx 939 HICKOW.. MORN CAROUNA 20603 TEL (82E) 329-1573 MAR-27-03 THU 03F53 PM MOOS MARLOW BUILDING 00. FAX NO. .' f' I HIS ° Ilk 0iu� F uix n r Ali! I­F-'�"N iw", r'', -%u yy S 'a. eRu v " „ '�.O w�ix FOR PERMIT tau x`� ��`� �`�" P �tt 9 PERMIT as co rn 'art j[/��+•� "s+� � �iy, %'� � •• �, O Jl/ff11111���LOU LO = v v k CLOSE IN SHELTER VORa BRIT'TAIN ENGINEERING, INC. BAKER'S MOUNTAIN PARK CONSULTING ELEMICAL & VECHARICAL ENGINEERS ra, aax ss� G%I1RY, NORTH CaROtJMl, lRCK8R1, NBRTN CkR013MA 2Rf03 Tgl R20 326-f@13 M, 1111111 IN i I ill 111101 1 1 11 111 111 !!1 11"a GaG 0 �H k-L,J lo i k.) K rZKNU I rn PER11W IN 41JEW %J CLOSE Rill Vill rojL- BAKER'S MOUNTAIN PARK 1114KORY. NORM c"awl'" BRITTAIN ENGII CONSULTING ELECTRICAL A Q a v it Z- IIIIIJI Me EL i WOOD 'MATERIAL LIST NO, RED D Iply MARK SZE LENGTH BE B-16 SEE DETAIL FAS IA F-1 2 x 6 NOM. 14'-0" UNTD, 4 FASCIA { F-2 2 x 6 NOM. 10a-0" UNTD, SHOP NOTLI I . 1-PRESSURE TR� AfED CCA PER AWPA C— a ABOVE GROUND USE. 12 i r. MATERIAL- STRESS 60ADED, K" DRIED SOUTHERW ER ADHESIVE — #1 S,Y.P, 1 S.Y.P, a — DART & MATERIAL LIST NONE NONE DETAIL NOTES LOAD MARK- ON SHT. 1 MK-1 C--1 1 1 HARDWARE :SCHEDULE LC C yr . NO. DE DETAIL NOTES DESCRIPTION ON. SIFT S-1 12 5"x3/139Ax7"Pam 1 24 I/2"o x 61/2" M.B. A 6 5"x5"x3A6" STEEL TUBE COLUMN 1 STEEL NOTE: A) TO BE ZINC PLATED. i ------------ MISCELLANEOUS MATERIAL LOAD I DECKING 107:5 FBM 2x6 50, PINE #1 MUFTI --SPAN LENGTHS; 43 @ 25'-0" NOTE: 5 LBS. OF 16d GALV, COMMON NAILS. DECK LENGTHS ARE NON IN,AL ENDS TO BE FIELD TRIMMED. ROOFING i (NOT BY ENWOOD) FASCIA 1 2x6 S.Y.P. PRESSURE TREATED CCA (SEE WOOD NEAT, LIST) 2 LBS_ OF 16d GALV. COMMON NAILS 2" DECK .�'_-- 2x6 FASCIA FASCIA DETAIL I I BEAM B-16 _5" WIDE . ERECTION NOTE I #I - ALL MEMBERS MUST BE PROPERLY BRACED UNTIL THE STRUCTURAL ROOF SYSTEM HAS BEEN COMPLETED. F: Ns paw : } t i v ros Y 29q s I B--16 (TYP.) I I I _5%5" STEEL COLUMN I f I+ + I I TY"I'. DECK I �� E I LAYOUT II f . I i I ALLOWABLE SOIL BEARING II I I STRESS IS ASSUMED TO BE �I I I GOCI PSF WTH A PASSIVE I C-1 { S� 1 I I LATERAL BEADING STRESS �TYP. ) i I 1 1 I OF 200 PSF. ,w I I SLAB (NOT BY U,S.S.P.G.I.) I � _ �1 as I I' ctiI._ i ¢� HOLES S-1 (TYP.) q 11 1 __�__-- ... , , _� ' . yap . • i I j i �, ll ui 6 I Iuo � I 1, 1 f x 4 5, WELD ���" x 3" I I 24-" O.D, CONCRETE � : � �v � £, 00 ENCASEMENT A I RODS TO EACH If SIDE I I 2,_O' 12,_Oa� 2,_Oat � I NOT BY U.S,S.P.U.I. . OF COLUMN i ( � ( ) � ��� I 1 � — A. `I i � • � ' FRAMING PLAN I I NO SCALE SUGGESTED— COLUMN I I EMBED MENT DETAIL � + r (NOT BY LJI S.S.P.G.I,) ���� ��� 5 fm I I A. I I o/z 7/0 r, ss.aaggs� awpwg. jf/1g qq,, :gyp �� AP°} aid �+'y�oF�/`,'§•,rr848®®gym®g,.i }„9M1��#$' COLUMN -1 "IN EVENT OF ERROR, DEFECTIVE MATERIAL, AhIIJ,i01 ' WORKMANSHIP, PLEASE NOTIFY THE NEAREST UNIT SALES WEIGHT OF HEAVIEST MEMBER f5 278 LI3S. (B 1C,) OFFICE IMMEDIATELY. UNIT RESERVES THE RIGHT TO INVESTIGATE AND CORRECT ALL ALLEGED ERRORS AND DEFECTS" 7 COPYRIGHT (C) ENVWOOD STRUCTURES, LLC — MORRISVILLE, NC -- ALL RIGHT'S RESERVED AND ENFORCED. 16' x 25' RALEIGH II MODEL W EMBEDDED STEEL COLUMNS LA-5952 { DESIGN DATA CLEARANCE DATA — MATERIAL DRAWN OUR JOB NO. om BAKER'S MOUNTAIN PARK SHEET CHARTER JWH O—PS-234-5A HICKORY, N.C. 1 I, 1;M—NWOOD HEIGHT LENGTH NOTH 1 %2 /Q2 I); L: = 12 PSF MEMBER t�oECKtx� AMOWD FOR c L, L = 0 PSF 1WH FABRICATION ARCHITECT , L = 80 MPH REMS1014s CONTRACTOR ONE AaI.T. 1C/2D%fly MOSS MARLOW BUILDING CO. MewuFAcnlF�Lia �F ��rz �Iaaaucrs �=' . m I PAR` & MATERIAL LIST ISCELLANE US MATERIAL WOOD MATERIAL LIST HARDWARE SCHEDULE DECKING Lea �.<. NOkM, LDAD pE ,1IL DETAIN. tM}1iUN Nth i NO. REQO M]c:� WInON MAARX SIB LENGTH � LUMBER CAMBER NOln itMARX CONN. NO® D EMT */ 2 FILM SO., 'PINE #"i . ,� ,.. ON SIT. . " " — LENGTHS. RANDOM,' PLAN OPTION 4: BEAM 8--1 5 x 15YI� p. —•1i?"1� 4F �' 2Q� did) 1 �iK--1 S 1 � L€�� ASSEMBLY ° ,, M 27 LBS. OF 16d COMMON NAILS, ((x t� 4 BEAM B' x 1 a 2,3 --5 F—V' 000 R � ) B MK--1 S--1 4 id L ASSEMBLY � " A ' ". 6 R - '}l „ter. ....... " -- - - i 4 PURLIN F'�-1 x 94� 1 -�1�>* �F�••1� �{it�� 1 M S 1 Ya i't. COMPRESSION BOX ROOFING" MK_3 S-•-3 4 Me" STRAP HNGR. S NAILER�1, N-1 I 1W x 2" 14'- 0" 1 S.P. --- 4 MK- S-3 4 Me" STRAP I^ N 4 FASCIA F-1 • 11 " x 51/2" 18'---0" #1 S.P. - 3 (-P-7r I ; FASCI, F-2 11i" x %t" 1 '— On #1 S.P. 12 414" 0 x S," RD. ROD W/2 NUTS` FASCIA 44 Wox7"M.. I LIST) 1C4• 2% A.R. NAILS W/ROUND HEAD #1 2x6 S.P. CCA TREATS {SEE WOOD MATTER AL sa�rvr-: . ' 3 LBS. OF 1 ad GALVA COMMON NAILS 56 " SHEAR PL (ATTACHED), 1 LBS, OF 16d GALV. COMMON NAILS #3 PRE SSU TREATED PER AWPA C-2, ABOVE GROUND CONTACT. 4-FA8. VV/ + EAVE OUT (SEE FASCIA DETAIL SHT. #2). SHOP NQIE: x MARK BLACK LINE, 1i?'�-SY �' s _ x ry �� h 'DOWN ON RIDGE .CUT A- ' -rURS COLUMN � � r I B-2 ERECTION NOTT S-2) I ALLOWABLE SOIL BEARING I C #1� ALL MEMBERS MUST BE PROPERLY I �' BRACED UNTIL THE STRUCTURAL 2 I STRESS IS ASSUMED TO E 1 7 Q 2 8 � ,� P ROOF SYSTEM FIRS BEEN COMPLETED, " 71� , 2000 PSF WITH A PASSIVE _ t - " N 3 I �. � � I LATERAL. FEARING STRESS� �2�- HAMMER. 6- 4 AN. RING NAILS i a } B 1 INTOEMBEDDED PORMON OF COLUMN. I a W f - " I OF 200 PSF. B2 c"ISLAB (NOT BY It I I 'y� PLAN--- 0" I I iv h'+p - I G I ;•; . , ;• ,.w OUTSIDE OF B-2 LINES UP 'W/ C & I " OUTSIDE CORNERS OF C--1 5 x 1 51 • t• 01 30O.D. CONCRETE @ ENCASEMENT 1 (NOT BY FINISH -tp F2""0 SH. PL S. ,-1 " yC9, �' BOTH SIDES 7--I 2 8Y4" FLAT 2°-414le" 17 I L'fi�i ' ��. tea. s I S-3 P7-1 S —3 EMBED 1 ( 19 6 1�ie (NOT BY MENT OE A IL " r rd°HOLES-1 pg 3 2 1 W' SAVE CUT �R ","uu, o in OCR ii. � g�.., " x 9 2 '� 3` � aWff t �, c= It AMBER ON 2000 R (A-) P-1 � I ya I,Y.., - 4 RI l"Y-°ik Il If I 1 i F f K 0 P-1 I I- 13'-11�a r B� I n ` 4 'rill° �-{� I -- - C- 1 N-�1 N-�1 C--1 � I I I i 11 F-1 F-- 2 I j spy pq mw iI I ,'C: I _ - --.-.. -.-..-... -. - xP„.„.., , c•,.°'tn rr.x.--:Uiw.... x . : yPt �\.k �;O qfwt.YitO „ NOTED [w,,,R1@,,-'SE ID 0FINEy',• a, PLAOV tm T`. g I . € ,, ," x kW Gt, IR $t y. kWE 3N'., 4 i;�.Y ii +,. a "'.: ,; ,.�`, <,.t € .x. w I �. I ; � a,x.,t �.,�,�`e.: €iR��, � t ��A � ���.� s � "`������1�'�a � � r,u � ,� S�'t�IL� �.,,� �� ��:�� V 1 fix, ,I �.. I �,"x x L , a e G ISF E.'E G "P, i,S'" gxy3 y 4[ '"�4YI C 5 ,: x � i"s.:v siiry 1- '"T p s Ii i I I " ;e @ THE t..i a "'t ; @ @ : ;w p .G SAVE CUT ...€ a , .. , i}. !, t t,s. tl 4„� ':. �€ v. E �" ,r a,...r I $ � E t . a cx ..,� E AND N �.� kr: Et k,,:, R A ..::o-. a .rtx, [.c T t 3.. '. C� i'R V," I .. S � <s. i..u. ,, a GIVEN r� S` "" �. & •}:3."S f I t � nv , ", �3" � V�k' $ ��L.� �.. .,. .tip Y;�S� I St g s k"%` THE asp ti�� �t"x ,S, k'n � k�'u s F �S a$ , d .. (xMx , qqpp E' r„ yw,.¢ P-° ., ANY a ,:,,. r a:,. zi,,,,., w•�„ ! 1 r.5 E "€ i < SECTION .+ I.. R .at �9 .-. � c R, 4iT P. � . IT 1 {x,..E �.•$ v. ,,. s "Y. S,. e. $* a„"i ,ay. ck .. ,. ASSOCIATES, ♦ 24 SH. PL S t t n� ,•,,.,,� „ � T ., < s � � n��,, � � � U� URA�. ENGtrdEEtz � r„.,x,, I . I _, t, -tlzrm ¢SS:, hr".c,P tl�ac,s cs„x., ,t. THE PLANS `��,.:s � � .R ....: ,, <. s, I " BOTH SIDES. ,., r,_...., act. # a�� I r- 5 x 13�'a I20 St � s Street 5 �. €. F I 2 T'�'F'. OTT-1 ENDS} � � ..•, � �. I !fir I�tat�h C�rcaIlM� 76D I d e t p a Q 4.. I �., a CAMBER ON 2000 R _„w�„�, � ��..�x�n „ x,,x c���:,����n�.�.n�.,x �„�x, �� , .. , �,, _ � l,� ...,.•• �, °; � IAe 4Y&, 41rz" filAffiW4irl4t I a (WeAt> TO 23'—SS a" 0 S (—fs a") "IN EVENT OF ERROR, DEFECTIVE MATERIAL, AND/OR SIDE' KEW WORKMANSHIP, PLEASE NO'nF'Y THE NEAREST 091i,',SALES OFFICE IMMEDIATELY. 444 DESERVES THE RIGHT TO INVES11GAT E AND CORRECT ALL ALLEGED ERRORS AND DEFECTS" 28° TIMBERLAND w ARA°MJ CE DATA - pAA tAL fIUKI J0B N0, C J F 1 SHEEt D1t�rt DATA ��.. I MATERIAL MESS ORADED. KILNRRM 5 55JERN:PINELUMEHEIGHT LENGTH YOTD.L.a 1 PSF . OF --- E CHECKED o L.L. 3O PSFAM�RICAlitiJ ARCHITECT ADHESIVE: WATERPROOF�STRUCTURES9 LLC 19 REMONS 2 W.L. 8O r E i ! RW i MK- a� 7Y4" 4V4*f 77" 3%" 30* I e .h ✓ �_� . �.� II + l�.I 5�J N tl %`� fJ ' II,'� 1 + 4 CONN. S-1 1 MIC—F1 ('WELDED ASSEMBLY) 1 MK--1 A ('WELDED ASSEMBLY) Y 0 X 8 THRD. ROD W/2 NUTS $ V4"0 'x 7" M.B. 14 2%"0 SHEAR PLlS m 11 a awl k Al k �0 B —1 < TRUE PITCH OF !QP PLATE R - I , 1 CONN. S-2 1 MK -2 (4- PL. COMPRESSION BCC) 4 CONN, S 3 12 4"0 X 7" M.B. 1 Mx-(4%" PURLIN HNGR.) 1 M -3�A (Ma" PURLIN HNGR.) � t g . •, , 26 211 A.R. NAIL 1W/ROUND H �� a ERECTER NOTE USE 4=1 Sd CAM NAILS ! ' � .��.._�. �....._ LOCATE r�t ATTACH HANGER TO B"'1 PER � � END OF B--1 BEFORE ERECTING R-�1, USE SHOP GENERATED LINE ON TOP OF B-1 — — — _ — TO LOCATE LOWER EDGE OF TOP PLATE. , FI ELD N tTE: ATTACH MAILER (N®1) TO 2" DECK g a . ECTED��m�e„sl9llf��B, WITH 1 Dd CC�M. GALV. NAILS 0 6"PT! c� ,.. �`�r,�,.,.,. �..«.�a a,trr�o-p ,. tip..<a•e � . ;: �° `�¢:% r s ]4uattt ,� `, , �„�i=<C,T a •i EE OREV°'a"�:., AND � S U':t....; � &aaaooamm�a op G.C.-ATTACH FASCIA F--1 TO N�1 ��,���w<.t~�m ���,��3n�� ���,�� ��� �� �„ ,,h, s � � � t�� t �",,' PF" a :t :G °t "� a , •, t„�..i �"'�`tl'"�t'";`� '�.. s?. � - i , m•��+ �`^°aaa l '�. ♦ a w WITH 1 i9d CIJM. �.: � . AND 2 DECK T �. SA SIT ASSOCIATES, R A, GALV. NAILS 0 6" O.C.--FASCIA AN STRUCTURAL E�aIt E€RS 1 - i NAILER ARE TO FIELD CUT H1,E' � n... S , k I G ,�„_ R AL C N _ �.: N ,, E 1 � � Street + t Q AND ski Y 'r� � >„�F � t,F�� ,o ro, sx.�ti ,. ,,,t .��a, a�` r3"#a�n, a7M�Y�6 a — =r .; n .. a AND TRIMMED �r�,Fn N E vt~ R� , ,.0 AND ,Nt � � r s, . w w ,_ , ,, ,, .. b � ;�sa,. � „� PROJECT >~z.,•��,:,k q n���*�s at..,a �;,a�,3,v COMPLIANCE Raleigh, �OYlwlt (;�Y4li�l� ..,,.,,,.. , u � ri=v ,urh�.. �;.:.>3; .•. ION GIVEN itr z•�. �. p��� s° CONTRACT � ��'§•. ,,.s "�. '� — s* WITHr, F.:. $ , 3.F ~.'..;t ss s � �., i .; ..: 3•�'.,. , �i. sn s:. 4 .�`n �,t, u < ,:. I T sH HI F i s,.y a �q � t N @ @, [ . , 13 � H .,. , R "'� 9 83 -0 fj �`.atr4 ht �,s e. .X .F:,.cs„i�..t �"s� k�. ,, *a?,.�i.G �s`tt §,. %...-:,_?~,.��T&aza... +7A G?+�1e4� smaw a, x r� Qp ��'� SECTION � 2, gg g � :. i �� '!9 2 DECK (Om.) DOCUMENTS, ��? i4 �^ . ;, ,sn: s„£ � z� a.. }„s a .. ,m g S �'3.� r �.�.� �� � ` � �i THE k� tip AND � � �� i�lllAli 1'1 B.1�s��.«sa..� .��kti .�.,. �,>aa PLANS a.ks�: sm��4� -,.�� �..�«k�� k,� �; , . 2 X FASCIA (NaM.) M SI , x" A R r �i B =I ,, , O St?k tc Pt kR $r� su �i. „� .. � 4 <ws �J4 2 NAILER (NGM,)' REMSIONS SECTION "A'" _. 28' TIMBERLAND MODEL BY DATE OUR JOB NO. SHEET DRAM ,� w t E aC� � FASCIA DETAIL > n CHECKED 4 �- ENW000 2 V41 ,* APPROVED SCALE OF PART & MATERIAL LIST MISCELLANEOUS MATERIAL: LOAD) WOOD MATERIAL LIST HARDWARE SCHEDULE NO. REQ'A- :B pTlON K: SIZE LENGTH N�hl. LUAU CAMBER_ ONDETAIL Stfr. - NOTES � MARK CONN. NO. RIFMON DETAIL N{37£5 LOAD LAMS . ,T / ROOFING: — 5 X 6 SEE DETAIL 1? NONE 1 MK=1 5 1 �€' PL,O11PISSIC1 RIND 6 C€ RVED BEAM CB / � � % (NOT BY ENWOOD) 6 C LUMN C-1 5" x 5 1/2„ 11'_g9a 2" 24F—V5 NONE —_ 1, MK-2 S12 4" x 3,/16"A x 11" P L,'S 1 6 /4„ x 6 1/2 M.B. A 16�1C LUMNI C-2 57t x 5 1 /21) 5'-_7 1/2" 2„ 24F—V5 NONE 2 6 3/4" WASHERS A 3 F SCIA F -1 1 1/2" X. 5 1/2t 16'-0" --- ------ __ 1,5 100 2 1/2" A.R. NAILS A 40 4" A.R. NAILS A SH P NOTE: STEEL NOTE: w DECKING: A) TO BE ZINC PLATED. 1, FINISH 4 SIDES 489 FBM 2" S.P. DECK„ SINGLE T&G3 EVIS, #1 GRADE 2-- FAB.; W 0.6 PC1= PENTA TYPE C PRESSURE TREATED LUMBER PER AWPA C-28 (GROUND CONTACT) LENGTHS RANDOM 5" WIDE LAM. COLUMN #3-a 1 .P, TREATED CCA PER AWPA C 2 (ABOVE GROUND USE) 16d GALV. COMMON NAILS ALLOWABLE ;OIL BEARING STRESS IS ASSUMED TO BE 2000 PSF WITH TH A PASSIVE FASCCA: LATERAL BEARING STRESS OF 200 PSF, #1 2 6 S.P. TREATED (SEE F-1 IN WOOD MATERIAL LIST) GRADE LINE 2# 16d GALV. COMMON NAILS C n ---- FLOOR FLAMING; (CCA TREATED) I f 420 FBM 2x6 S,P, 1 OR RTR (S4S)-- INCLUDES BECK, JOISTS, ( ) STIFF —LEGS, & FASCIAS. LENGTH. 14'-0„ (30 PIECES) 8# OF 16d GALV. FINISHING NAILS ry Ca S-1 4" A.R.NAILS 24" O.D. CONCRETE ENCASEMENT �- , I (NOT BY ENWOOD) ; O 1 7/16*> f • PLAN ggg 1�4 5/g°* SUGGESTED COLUMN EMBEDMENT DETAIL (NOT BY ENWOOD) CURVED BEAM CB�--1 cca w 00 1'—2 1%'2°°' 8 11/16 Lei FINI H : 7/8" 0 HOLES ,lOf \np z _2" DECK 3 4 } , XHO a ,— ERECTION NOTE: I, + FRAME TOP OF RING WITH � <a � t p. .. SCRAP 2 DECK & ROOF OVER. qf �t PLAN i x ilk g 1111 1 C-1 e f ! + + ,s A�.fTACH F-1 TO C I S e l� 1 A; D [BECK W/l6d GALV. + + �',* C-1 COMMON MAILS, TYPICAL � Z3/4 f 4 SPECIFIED f - ✓� _ SK ON,��I .) L� �+�:a. E 11 Ck... { 1 �a., a as; kl ,i a� `, k x S. ae T s d H ` ROJ � E EIRA � fie, , it`s E 2 X 6 WOOD FASCIA p T kO R GIVEN DOCUMENTS. ANY SECTION IS SUBJECT ��� _ �, 2 MK--2 4 x3 16 x10 PL S �, " ROOF FRAMING PLAN .� ��I IL,��; 16 2 1/2 A.R. NAILS���� �u ����bLti�� �1��, -- NO SCALE I CONNECTION S-1 T ASSOCIATES, P. ST €,� T L ENGINEERS 1 MK=1 (1/4y' PL COMP. RING) C IN EVENT OF ERROR, DEFECTIVE MATERIAL, AND/CAR 6 3/4" 6 1/2" M.B.I,t Ci WORKMANSHIP, PLEASE NOTIFY THE NEAREST ENWC�J SALES 6 3,%4°, WASHERS ( - OFFICE IMMEDIATELY. ENWOOD RESERVES THE RIGHT TO INVESTIGATE AND CORRECT ALL ALLEGED ERRORS AND DEFECTS" 'I STAMPCOPYRIGHT C ENWOO� STRUCTURES LLC,— MORRISVILLE, NG ALL RIGHTS RESERVED AND ENFORCED. 14' CAROLINE GAZEBO LA�-5932 A A.I.T.C. �.E,RTI,F�CATE' & ( ) , f rdE51GN DATA E}F�AM�i OUR JOB NO. BAKERS MOt�NTAIN PARK SHEET MATERIAI MATERW GRADED. KILN DRIED Cis � �..�. iwil -P — 45C HICKORY* N.C. C?2 S 23 1 SOUTHERN PINE LUMBER � HEICdii LENGTH 44 DTH 1 1 " 4-,/02 a D,L. 12 PSI % aW 00j D AFPI�i�p FOR &, 4 mm CtiECKEi OF L.L. 3O PSF FABRICATION ! ARCHrrECT ADHESIVE'WATERPROOF � ,� W,L.- 80 MPH JH Al.T. FtEvtSgot� — W BUILDING CO. 3 r u 1 1 /4/02 DOSS MARLO BU L r I; ,,TOP OF-2 PLAN SEE DETAIL " " BELOW ?X6 [BECK 3 STIFF --LEG IS NAILED UNDERSIDE OF DECK `SHADED ANLA ULNU I L�) 2X6 BEAM SEATS BELOW 2x6 FLOOR JOIST. PLAN 2X6 FLOOR DECK 2'K6 JOIST-- NAIL TO SIDE OF COL, W116d NAILS ___ -2X6 BEAM SEATS. NAIL. TO -- SIDE OF COLUMNS, TY-'. BOTH SIDES, W `16d NAILS _ I i! r i i I 1 r m E I gxm' h f 2, 4 rmmios i t mom �t tKi PERMiT s F F 1 t$ x' 4S F 9 ... ....� .,. 4i�d s J..� r.,,�a�.�a ,;���x..E Te t F ` 4C� L7a§n .:`�Ygh . ` z H PF+ 4i R"t' AND pt'4 GENERAL N sue'OY WS £t� �. 5"'aai rre, vj IN THE CONTRACT Ell 3 �n 2p4 e SECTION IS SUBJECT TO H 4 r I u I . '; i' � "� a4 , , r a , t �E,PANI & l'i� � SIN a s " #1 110NS. I 4ui ARoi Sl �. MACHU ASSOCIATES,a. - , --2x6 FASCIAgrNIXTUM -'" ATTACH W/ 120 5t 6d NAILS lalgk Noft C"ins 27605 i 14' CAROLINE GAZEBO FLOOR COPYRIGHT (C) ENWOOD STRUCTURES, LLC. - MORRISVILLE, ANC - — ALL RIGHTS RESERVE© AND ENFORCED. LA—9 32 DETMv ofArs DETAIL "Bif ENWOOD DRAWN JWH OUR J013 NO. s BAKER'S MOUNTAIN PARK D2--PS-2345C SHEU 19O/2 /02 HICKORY, N.C. 2 Aligh imp,CHECKED J WH FRi dN APPROVM R ITECT ilF eTc E. errwfi PILE: 14GA—�'.DU�G �dAi'uFAU�FR a�P��INEEaE� PRE REtiiiSli7F 1O 2/r02 if?tt Ii O S S — MNA R L O' BUILDING' r S M]SCELLANEOUS FOR RAILS r 11 F-13M 2 X 6 TREATED 1 S.Y.P, (SEE NOTE #3 IN WOOD MATERIAL LIST ON SHEET #1) 28 FBM 2 X 4 TREATED #1 S.Y.P, (SEE NOTE #3 IN WOOD MATERIAL LIST CAN SHEET 1) ' 38 PBM 2 X 2 TREATED#1 S.Y.P. {SEE NOTE #3 IN WOOD MATERIAL LIST ON SHEET) I 6 LBS. 8—PENNY GALVANIZED COMMON NAILS 2 LBS. 1,6--PENNY GALVANIZED COMMON NAILS I NOTE: THIS END OF TOP AND BOTTOM RAIL ARE TO BE 7/13'" CUT TO FIT IN FIELD BY THE ERECTOR; NOT ,r BY ENW( OD. d TOP RAIL TO BE PLAN GLUED AND [NAILED TOGETHER. EASE 6)-4" TOP TWO CORNERS. is 25 SPACES AT 5-Ye" 5-41Ar," 1/2 2— 8 d COMMON 9 i + + +� + + + 2X6 � 1 � s m T (ACTUAL) AT �f VERTICALS �s rv' �„, F 0 ERECTOR T a: ,$,', NO E. ~� 8d GALV. COMMON ��r �� � uM � � x � �� � � , �"� ,���^ �,, 70?: —TOP AND BOTTOM (NAILS (TYP.) T Ta RAIL TO COLUMN IN FIELD END VIEW AS ��g r ��1€ AS REQUIRED; N.B.E, ill PERfvlll- r RA.ILII G ASSEMBLY R -1 4 REQUIREDrk I I i rs " ..., . s I a e$i,"-""APNCE OF "THE r e.,, ��a� € a8 ��. a �`� '� as `a e5 C4 x a c a,�. ' a spa ¢aE� I a3 � € I INFORMATION GIVEN IN THE i,jt."au's �'urr•t�e.. �< I "'S SUS'ECT TO THE ANY SECTION I OFT, a.E RA aka' AND . ^OSS MRLt BUILDING CO. Li$AOHT& ASSOCIATES, � Je STD li 2 1 t I. f I. i RAIL FOR 14' GAZEBO COPYRIGHT (C) ENW OD STRUCTURES, INC. — MORRISVILLE, NC ALL RIGHTS RESERVED AND ENFORCED. LA--59 2 . DRAYM OUR ENWOOD JWl L}2—PS_3�C jog �a. AI�ER°S MOUNTAIN PARK SHEET 1929 02 !HICKORY, N.C. CFIECKQ7 APPRO1W F( "TRUCTURES.-, PLOT SCALE: 1" = 12" J HUH FABRICAnON �ARCHiTECT OF FILE. RAILING.DW 1 � 29 �`02 REV#SfON1tAC OR I= 1 :' F 1 ia_. _. 1 lY'5 '_%try " ice1' 6 _G a P v Ff 4- F ! '46, §} �8i 'u'mE ikvw t'.1�`'F "mf}`r',� C ttJ t JG�jt 9 _!/' /"� E vIAll �€ t ,An um y w" GA�`2r�'@a�, FOR 'yGM1A vex. auw:�.w::-.;�.�. . ;aan�vmw�,wa P 1 ,, L iT m GUT � edALE'tnd,., �'f Ott n1r 0 Epp - r y a } ,5A3OA SPECIFIED ? ,M rd� 6p 1o# h1d3L. < t 'D 1 ti4 e C 0MC 21 ''yyNCE x a � . OF ax ti $ ECT AND (3,11F, INIERAL COMPLIANCE h n r 3 � � 3 4 r ? IN Os ,. ' � �� �� `,,�;.. ,.i t k..,. ��. a � �:_�. Ya h �'�� � t �\ `a � "* , $� Ei 5 Y THE 4� �i tt � 4�k y'4 �;�t V C ,a ��� a j I a si N t it I �� SECTION I S IBJE �� � THE hc _ — - ,,,n ` T LYSAGHT& ASSOCIATES, P. ok . 711 120 St Marys Street RWelift North Carolina 27605 „ c* 6, (919) 3.0495 GAS 'Z/L T� r� 7 W. rCa e,8����a4searla►°` x �Cn r x 'd5&t Rewsions �nar€N By Data Our Job No Sh t e1 _ hooke a W1`k to t- • „STRUCTURES Approved Scala u, for Fab icatior; COPYRIGHT (c) by WWOM,�aTtz�-'�` L:L:.&. 'Aorrrsvllle NC — ALL RIGHTS RESERVED AND ENFORCED.