Loading...
HomeMy WebLinkAbout0050 ROSARY LANE - PLANS o p REF: A / Groundwater Protection ASSESSORS EFL. / \ Overlay District Line from T 0 6 GIS. c, x Ma 345 w P 3 +� G _ Parcels 30, 31, 37, & 38 1-112 STY • �aa� METAL BUILDING `1 A o \ °"W OHw p°r°e,,3 x FLOOD ZONE: Zone C To17lbst N Community Panel No. • . °ne Re \ err x 1250001 0005 C \ E.Mete� o �Oha F p e/t T\St DRIVE rev August 19, 1985 o 4 Stock X (1 o 42 Sd a or '` o OVERLAY DIS"MICT: 3.... 30,379f SF P°��en Q GP -Groundwater Protection District Location Map: & WP Wellhead Protection District , ��x As Shown on Plan Entitled 1 =2000f Zoning Map of the Town of Barnstable k o Lost Amended Sept. 19, 2002, Sheet 3" ZONE: 20.oo' \ x •... `' Area (min.) no Frontage (min) 20' e� k Setbacks: i Front 20' / h Side na t Rear no 2 <Roof ` S8/DH :.c d Sign l :v Fn "60 Rosory c Lone" c° Follon fene' 00 TBM E1=38.00' NGVD Top of Stone Bound :c y a a o� :a k o GRA VEL Article O-T: Upon motion duly made and seconded it was voted that the Town discont nue as o I a town way that.portion-of Old Yarmouth Road run- rft of its intersection with Rt;� �i'ry t e , ••..;� O �/ PVC P7pe/l. / / `� Corso Bloom _ "•" '-- � .; ' f ,.: -- ' \. ._,� Hyannis. to the Yarmouth Town Line. (Unanirtrous) r 'Hole J { x c � 1 X 3 / k 36 — — ry Io � l AC k of p�ndo sit oo (Rf O 1 °�e� flora O \ Ei_3s s¢ 35 Flog Pole \ NGI'D 5 y.Gross y 2 STY O METAL BUILDING k�• . , \ O O k'� O por�ei BIT DRIVE R / eo/ty.Tros f ' / x 3131 Joe ADbEP PAVED ORIVE.WAYJ-PARIKIN0, .� Re.DUCED eutt.�lllrr F'oarPRltvT x 3/2--4 08 AND ORILNTATl01V R12V15c0. LANDSCAPItJ& PER TOWrI 10�(o�Dy' OF pARNSTARL� 10/•1/O+a GOMtvtEN'T'S RMLOCATEp F'ARKIN6 AREA AND 1�1tV I510N �j2(,/o.4 A1I)De0 A1Dc>1-'tote AL_ LANpSGApINfi- Title: _ PREPARED BY. PREPARED FOR: / Notes Revision: Qe Sullivan Engineering, Inc. CapeSury 1.) The property line information shown was te EXISTING CONDITIONS PLAN 7 Parker Road HAMMERHEAD REALTY TRUST compiled from available record information. rn PO Box 659 60 ROSARY LANE Osterville, MA 02655 Osterville MA 02655 350 MAIN STREET 2.) The topographic information was obtained HYANNIS, MASS. (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax O.STERVILLE, MASS from on on the ground survey performed on or between 08/APR/02 & 02/MAR/04. o - Draft: MJD Field. MDH/WHK 20 0 10 20 40 80 3.) The datum used is NGVD '29, a fixed mean sea level dbtum. Date: Scale: Review. pS Comp/Draft: RLL March 5, 2004 1 f1=26 Prol• # 98165 Drawing # C293_1p1 i f See Note F.G.35.0 No. (Typ.) FG.34.0 &RATti R%M r-L ,-5'3.5- M.N. VRAM& a. covatl 31.52 30.5 " FzNtst4ao aaADg Top E1.31.5 �. 31.32 31A7 cY;y Bot.El.28.5 {{ cotvC.Rtscn. 30.87 30.7 D .0 2-t�Z Hot.aS 2'0 F%L•r¢R F^1bvt1c Bedding as 5' Bottom of T.H. EL 23.5 iNv 31.7 1500 Galion,2 Compartment Per Title 5 R �+-za ; tr•ti v . .� 2 P�+sT�NE SepticTonk DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM p 1 1 N v.31.5" Notto Scale s (J .- 12`,o v4op W. -5/4"- 0/1'-VOUSLva WAS141oft Ptw6 i (.'0STONi6 1-'VAR1Rt .,.'loon �ALLart _NOTES d d p p ' LEAGI! �'1T CATGKt 6AWN . vRAta I. Water Supply For This Lot is Municipal Water. G"CRUSH 2.Location of Utilities Shown on This Plan Are Approx. sTo N E. 31 At Least 72 Hours Prior to Any Excavation For This Project The Contractor Shall Make The Required Notification to DIG SAFE-I-888-344-7233 DRAINAGE PROFILE 3.The Contractor is Required to Secure Appropriate Permits From Town Agencies For Construction Not i0 Scale Defined by This Plan. Finished Grade 4.Install Risers as Required to W ithin 6"of Finished Grade. v Compacted Fill 5.Al I Structures Buried More Than Three(3)Feet or- M Filter Fabric Subject toVehiculgr Traffic istobeH-20Loading. 6.Septic System to..be Installed in Accordance With 0 2 ,I/8 -I/2 " 310 CMR 15.00 Latest Revision And The Town of M Leaching Pea Stone Bornstable Board of Health Regulations. . a Chamber 3/4"-.I1/2" 7. All Piping tobe Sch.40 PVC., rr Lra.lW"m Double Washed 8.Depth of Inlet Tee Below Flow Line.. I O"Min. 4-I Stone Depth of Outlet Tee Below Flow Line*•14°Min. 10'-0° With Gas Baffle. 9 Septic Tdnk tobeo 2 Compartment 1500 Gallons. (H-20) First Compartment Shall Have o Volume of Not Less CROSS SECTION OF CHAMBER Than 1000 Gallons And The Second of Not Less Than 500Gollons. Not to Scale O EL. 33.5 0 't;t•1.-2 E L: 3 3.5 GiZAVEI,.ANp•-C13u$1t><A GRAVG L AN17 CRU6NED Owner. Hammerhead Realty Trust - o S'i"o N� o STt�N E 350 Main Street,Osterville,MA 9 t3RN.COARSE SAN 1>-Some B12t4 COARSE SAND- SONtE E COBt3LE5- IoYR S/Z, CO(EkBLES- IOYR 7/3 Applicant: Hammerhead Realty Trust I b t a , YE1..1SH eMN COARSE BAND Ys:LISI-i 6tZty COARSE SAND 350 Main Street,Osterville,MA 8 " SOME GABBLES- IOYRS�l. ,. a SOME C.09St-mr.- 10 NR SIB. 27 BRN%ew YE1-•COARSE BANC> Z9 $RNiSW YQL.GOARS%_GA�N Project Summary: Proposed improvements consist of constructing r Cl 60MC COBBLES - 10YR 1-41 c' Soml:E cot31a1-Iss- IoYR Giro A32'X48'-2 story office building. 64 L'T,Y&LISH t3RN COARSE P8A CO 88 cn VMA1 iSR BRN 6'OA'IZ56'SAND C2 SOME C013i3LcS- IOYR ZX 26OME C06Lil-ES Parldng Summary: Proposed Building=3,072 SF 12o PARK Ca .6'4 I ty c.H C.,5 1 Pr p y.Cad 6 i 1 Ncm&-s Office:One space per 300 SF+one space per suite c�i►ss 1 MATERI Al CLASS i MATERt A.L_ 3,072 SF/300=I I Less-r NAN 2 M 1 w11 N r_H LESS -1"b1AN �. t..111� ►N c�! One space/suite=4 No NO "GRouN"DWA._M 2 . EtVGINEERING 1NG Total SpaCCS required=15 WY? SULL1vANWITNESS+ D.STANTON,T°O.B•� t3.O.l-F . Handicapped Spaces required=1 t>!..'t'E: A.u'G- 25,2ODy • Total spaces provided=18 to,-t-7o Area Summary: Total Lot Area=30,379 SF Building Area=1,536 SF = 5.1% Porch=552 SF =1.8% Shed=288SF =0.9% DESIGN DATA Shelters=1,332 SF =4.4% Max.Al lowed by 330 Ru le=330 gpd Existing Paved=2,640 SF =8.7% Office Flow=3072 sL/IOOd=3.O72 x 75=230 apd Proposed Paved=6,620 SF=21.7/o Future Total Office Flow:4400 sf./1000=4.4 x 75=330 gpd o SepticTonk,330 gpd x 200%=660gpd Natural=7,611 SF =25.1/o Use a 2 Compartment 150OGollon SepticTonk. Stone=9,800 SF =32.3% LEACHING, AREA General Notes: 1. A list of the prohibited ices within the Groundwater Protection ••230 gpd/0.74 311 Sidewail 2(10+29 s)2=156 s.f..f.Required District as outlined in the Zoning Ordinances for the Town 8.ottom Area=10'x 29'= 290s.f. Of Bamstable Chapter 240-35 F.(2)shall be posted on a sign 446s.f.Total Provided(330 gpd) within the Building and contained in any lease or sub-lease LEACHING CHAMBER DESIGN agreements. All pipingto be Schedule 40 PVC.Use 2. Site/Security lighting shall be directed and/or shielded 3-500 Got:Leaching Chambers in a So as not to shine beyond the perimeter of the site,or, I0'x 29'�Washed Stone Field as Shown. Interfere with traffic. 3. Any substitutions for the proposed landscape materials should Be from the Zoning Ordinance's list of approved plantings And must be approved by project engineer. ADDED PA I ORtvt:Va/AY 4 PARKING r' i2VILTZMACM10 BUILDING RoOTPR%N r 3 24/00 AND ORIENTA`rlOt� %MVISF-0 LAt40SCAf ING-.PE(Z-rc:o,\"t-A l0�b O`t CF BARNS�ABt.E 10/4/0-1 COMt. atkTS I . ROL%_0CA.'r1L0_PARKING AIks.A AND i •- FL6►VIs1oN 7 2.4 4y ApDeV "ACbtTIOt*11>41.. 1.l+.P1CsSC.APiPtG Tile: PREPARED BY.• PREPARED FOR: IVr�tes/Revisian PROPOSED SITE PLAN a Sullivan Engineering, Inc. CapeSury 1.) The property line information shown was b compiled from available record information. cb SEPTIC SYSTEM PO Box 659 7 Parker.Road HAMMERHEAD•REALTY TRUST (b 60 ROSARY LANE Osterville, MA 02655 0sterville MA 02655 350 MAIN STREET 2.) The topographic information was obtained HYANNIS,MASS. (508)428-3344 (5t7oj428-3115 fox (508)420-3994 (508)420-3995 fax OSTERVI LLE, MASS from on on. the ground survey performed on (4. or between 08/APRI02 & 02/MAR/04. 3.) The datum used is NGVD '29, a fixed mean ~' Draft:' MJD Wield:: MDH/WHK 20 0 10 20 40 80 sea level datum. Gr! Date: Scale: Review: PS Comp/Droftt RLL - March 5, 2004 1"=20' Prof 1 98165 Drawing C293_1p1 n / jGrcundwater Protection ASSESSORS REF,. / rt Overlay District Line ' from T 0 B GIS k Map 345 `. Parcels 30, 31, 37, & 38 1-1/2 STY 1 • ,; ,'"-. METAL BUILDING ° mow ► --�""p���e,,3 x O ViERLA Y DI STRICT: :•• ' '' • r 0 \ GP -Groundwater Protection District / 3 / to,,, q! & WP - Wellhead Protection District .� ! r - \ bston� R eff ,� As Shawn on Plan Entitled John eo/t DRIVE „ k �f p us Revised Groundwater Protection F D�� T t LqN-r Overlay Districts" - April, 1993 R x ,FEs NT w "�./ •� \ fd s AZ.0 4a p x C FLOOD ZONE: •�f _ +..: :v ^ 3x 4� ,r CIJ� ITNATIv pOyen'°„t Zone C • , Location Max � � � o Q• , �1 p Community Panel No. ._� c•• ' i ovly4M,,Na4s i 12�°�'se ( •Uv�r,`�, J250001 0005 C 1"-2000i' �\ S� ,�. n �� rev August 19, 1985 ZONE: not s p °r, ^► 30 or,Qreo ` ' � ,- ""V �`'�� B \ �L Ac STQ cry 'osTQc 1 ,3�9 s f -- 1 Area (min.) no 2 N� ucMA�M n Frontage (min) 20' � _ CTVA� � % C�•n " � k Z Setbacks: i , Loop r✓ cod / f a��gpvo�To CH cw�Q s O 1. Font 20' 4t- / w ce NIb .Ne r, (ne :I Side no �1J �.'RI CTrp JLU it Rear no �Cti � U °cAi E p R p "C7 pqo ks� �, o` `�z x SBIDH 0 F 4oF F, RoAO R'geQ RIVE y astr>Aq��D �NCtosuc°sN roN� o ztfl ;' IJ Fnd IC6 40 h z o �- TBM EI-38.00' NGVD hjQ �' 1 / ,� N ���^��,�� Top of Stone Bound �dU to W , N PQRC / zp ul f- 70� I H T'`` 2� Gjb c�c ock k Ca alQr 4Vu ZOt_.. 3 d�� O I P. STANCONN C C IT4n rti 4 Bwk N , i N CrRO A.P N,/I1�� "!`IQN v llfiBldv�VS Oc S°!silo!" 6 r7 101, p��IR�s�p J .� ,. Cr - 4 C J 0 Rfi 'a AINC, Ry S X TL�qc _ AC fi w4Y \� �M'`I JO {, 4* y Bit Q O `� NaT E g�a � J "--.. RQry'o °Sur '� flag Pole '�/� li►�O�lRoV,ND \ / ° 0Z 2° \ Esc�, G`1�,I� apOS 4.9' 20ycbs, / `z x Gross x 2 STY � METAL Bt1)LD,NG. os jK`•r,z.,. � k ' \• � O • O �s 3¢ ORtvE T p F 3g Bg N �xtim N%�`�9 J ck S8 x - � •` GVD .. er Reo�ty Trust . •5/16t 00 ADD1✓i? PAv t>4Z1vCWAY¢ PARKlh1G RY�.Ot.1GE.p 6u11..011\1G- 1'QOTPt21NT x 3 2y/00 AN OR mt4-rA,-r C> Vkr-V15F-0 L-ANOSCAPINCr PER T0\"t4 10/6 O'i [?FSAC32.tS"tAt3L 10/4/0-i G0MMF-N1r5 k R&%-oCA-rM0 PARKKI{\iCr ARv.,4 ANO R�vts►ON 7 2.G OH AGt]eD f>;Qb1T1C7NAt,.. 4.F>.tat?SGA47'1A1G^ Title: PREPARED BY: PREPARED FOR: Notes/Revision: PROPO ED SITE PLAN b� Sullivan En ine ring, Inc. CGipeSury 1. The ro ert line infor ation shown was � - gHAMMERHEAD REALTY TRUST property y SEPTIC SYSTEM Po Box 659 7 Parker Road 350 MAIN STREET compiled from available ;record information. rn 60 ROSARY LANE Osterville, MA 02655 Ostervilie MA 02655 OSTERVILLE MASS HYANNIS, MASS. (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax 2.) The topographic infornJotion was obtoinea IV from on on' the ground 'survey performed on or between 08/APR/02 1& 02/MAR/04. Draft: M J D Field: MDH/WHK 20 0 10 20 40 "80 3.) The datum used is NG;VD '29, a fixed mean Review. Comp/Draft RLL n W • l ' PS Dote. March ;5 , 2004 Scg�' • !'l= 20' � sea level datum. Proj # 98165 Drawing I C293-1 p1 A 0 w cza � Y (� Q w w � _ r-----------------, v 1 I ROVIDE 10" DIAM. SONG-TUBE W/ BIG�OOT FOOTINGS } ` _,' �•_-' - 4" INSULATED i i i z STUD WALL O WELL ` WHERE APPLICABLE i i i (n r.---�Y______________-_-_____---------- I r__-_----_- I I 1 2811 2811 1 I 2811 I FIELD VERIFY 1 i > ---- ------ --- ---- ,, -------------------r- BSr4T-BSMT --------------BSMT-WiNo-r- -------------� - - T 1�si4T-I#N?dF};---------- -------- ' � , ,i--------------------------- z-r 3/4 X n o . 4" INSULATED z STUD WALL SLAB/ 13 I fa WHERE APPLICABLE PROVIDE FOR MECH i i �O Fw- 1 FIELD VERIFY 1 1 N �I SLAB i m PROVIDE FOR PLUMBING SHELF © � I� (TYP) I __- N 1 z i y S L5 w I I / wJz ¢U)0U) }�Now��awz O i 1� 1 i I m0�0yWOzwli _,�OD F- 0 iv I II 266$ I , I W E— =�- It of U) I'-01' I, ------ i m = W 0 w w F-N �, oN=mower z (TYt) II ----------- rT -4--, 1 C7 � � O w 0 I- , CD TUBE STEEL COL. W/ I, OST LOADS __-CLO ____ '� TUBE STEEL COL. W/i i i I Gz F-W ~z g o w v 42" X 42" X 14" 1 I FROM ABOVE 80"X42"XI6" , 1 , O O N a ¢ H ain Fn CONC. FTNG. i JI WI8X40 I ' I I N OL 00 z X 0 z 0 U-3 w Q 0 WI2X40 CONT. FTNG. , i FLUSH i--- 1 --i -_ ---, FLUSH CONC. 1 1 li STEEL BEAM 1 1 i STEEL BEAM ' 1 I ,-+- a�- 1 1 I TUBE STEEL COIC-W ' ' TUB STEEL COL. W/ I 1 I Q - z ,� —. 42" X 42" X 6" 1 1 1 42' IX 42" X 16" I 1 I ���' ' 0 w c`0v rn ire CONC. FTNG. -- __ -- .C�Q1�1 C. FTNG. I i i D W o O 2M IL V 1 � of I II j Imj Q ! � �✓ 0 ° C,� r 11 1 1 , � O 3 BSMT BSMT 5 © W .QL __j LLJ N I I u 1 I ` • a t� B�`�0 W O 1 m i 4 INSULATED , i I � ��_, 3 � � � r --+ i: i i I �' N STUD WALL WHERE APPLICABLE FIELD VERIFY z a 1 1 i� M 1 1 <r--- I � � 00 11 i 1 I 4' N to 1 i, SHELF A.5 1 'I (TYP) 8FRA-M I-EYEI I ' ______________ _ --------------------------- i i _ y 0 1 z �a --------------------------- ------------------------------------------------------------------- 1 N=Ntn�O om O W W OQfn Q'ow, Fw¢o��5o�ao�d l�J ---------------------------------------------------------- ---- i w w z � _z z_c�¢ a--------I----------------------------- --------- ` -� ---- _________________ OQz \J - I 2811 I - c------�- o}m�m �ocn .Zzo�wFa WELL, o�cntr zo>'oac�owgm'ooz~Z j-> �_�3SMI_Wf�1D I QU�Z��o�Q_WW ZaQ�Q A I �WW-J ozVooaozW� muw �I-'z 'mwy o pF-cn ao o vo)>z Q-w 8ww-wnoom2Z�U O fn� Z < () a'-fnZQO=V7 d'ZW F oa�w�zoz�� z 3ow �, (3)2X10 P.T. BAND (3)2X10 P.T. BAND / '` z o iE k-rn,n}w Er o o< w .—.—.—.—.—.—.—.—..j..._ _1—.—.—.—.—.—.i ^�i. .L.—.—.—.—.-- i `L.— .—.—.—..4 L.—.—.—.—.—.—.—.—i ` —.—.—. j `I ¢��¢��SwzoOwmazwmw c c c I c c �� k'a 13' Nw z I-cno cn¢ ¢w� c7 1 as W¢W¢wditcn oom cno� <aocn¢woaiEi�mwn.o PROVIDE 10" DIAM. SONO-TUBE W/ BIGFOOT FOOTINGS 48'-0" BSMT PLAN I � j RAMP UPI j 1/20 j SHELF ° OL _O —0 6 >L - z BASEMENT MOTES : o z O TYPICAL NOTES : > -D STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPSECTION 1. MAIN FOUNDATION WALLS TO BE 12" POURED CONC. W/ 2945 BARS TOP O WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR E BOTTOM REST FOUNDATION ON 10"X22" STRIP FOOTING. WALL PLASTER BOARD/FINISH. PROVIDE 39#5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/ KEYWAY. PROVIDE #5 VERT. DOWELS ® 24" O.C. HORIZ. EXTENDED CONTRACTOR SHALL SCHEDULE AND PROTECT FORM WEATHER ALL 3'-6" MIN. ABOVE TOP OF FOOTING. PROVIDE 5/8"XI2" ANCHOR EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION BOLTS 9 4'-0" O.C. MAX. lK NECESSARY TO INSURE SUCH PROTECTION.AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE 2• ALL STRUCTURAL STEEL COLUMNS TO BE 4"X4" T.S. COL CONTRACTOR SHALL SITE INSPECT ALL CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER 4. CONCRETE SLAB TO BE 4" POURED CONC. ON COMPACTED FILL. OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED. CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES. CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED S. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS REQUIRED BY CODE (WINDOWS OR MECHANICAL) AS NECESSARY TO ENSURE COMPLIANCE WITH DESIGN PARAMETERS AS WORK PROGRESSES. 6. CONTRACTOR SHALL INSURE THAT ALL FOUNDATION WALLS MAINTAIN r 00 co O 4'-0" MINIMUM COVER. DESIGNED IN ACCORDANCE WITH THE MA. BLD. CODE W o CMR 180, 1TH EDITION. 1. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP. Q ASSUMED ALLOWABLE BEARING PRESSURE 11/2 TONS/SF p DESIGN GROUND LIVE LOAD 45 PSF 8. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. DESIGN CALC. BY MA. P.E. SHALL BE PROVIDED FOR ALL 9. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING, 0 FLOOR JOISTS USED BY CONTRACTOR INCORRECT, OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION TOTAL LOAD DEFLECTION L/360 OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. II ENGINEERED JOIST LOAD 94 PLF (TYP) d O N OW I- .: — w fn 0 V) (n OUTLINE OF p BLKHD Z W r U Y N Q Li ui C] © V - - _ _l 111 1 III I i I III 10'-8" 10'-6" S'-10" V) b'-2" P I i U I *Tw i i i TW284 p T 8 6 W2 3 30b8 tW2836 TW2836 TW2836 8 b 83b III 2 X b STUD WALLS TW2844 V) 9-LITE HDR HDR HDR ---- -- ^'�----------- CLO = SEAT SEAT - -i -----+ Lo � - CL CLO CLO CLO i DW i `_ BATH B TH V4)(2)2048 (2)2068 (2)2068 (2)20L8 c i° 2448 o i, ,a o W (r 6' aD \\ i' I- �I_ N �I_411 (V < i' 30b O (n¢N Z w uj zLi _ o Lou O I 0 30b$ �-'z `�V)0(n11 � F OFFICE 3 N LUNCH ROOM CONFERENCE 10" COL W�a Q W ITYP a HALL HALL ~ 9'-O" 6'-8" 4,_4N 2868 TABLE � w o z O Z wO OFFICE w sw zl-�_I- O 3068 RAIL, RAIL 3068 POST OW O (2L=3� y > (2) O C� o N=m o I'-�0 cn�'_o o I„o ' POST DOWNFROM ATTIC _ POST DOWN 2668 2bb8 O — _ w a��z iy - WINDOW HD r+ _ FROM ATTIC FROM ATTIC STOR CLO IbbB FLAT T.S.POST >- w I- o ww v WINDOW HDR WINDOW HDR STOR CLO LIN ZC SCREEN O cnasF-dmjEaorn LOAD BEARING WALL 3068 C_ . 3048_C_O. LOAD BEARING WALL = LOAD BEARING FLUSH STEEL BEAM T. . STEEL B AM o w o O=o w Z w ----- —---- O - - 3QIG,8_ ._._...`..._. .._..._.,...,. ...�._..._. U z o-c�z c�u �w¢o .,s HDR— .Q =I =I HDR = I O COAT CLO POST HOR (, T.S. POST T.S.POS7 O DOWN CLO CLO CLO CLO POST DOWN - `1i SUPPLY CLO ------------ POST T.S.POST c�+l c�� ^o FROM ATTIC 3068 POST OW FROM ATTIC in CD FROM ATTIC = w 04 rn WINDOW HDR N41NO48 WINDOW HD WINDOW HDR (2) 2068 (2) 2068 (2) 16b8 30b8 C_ . ol2)2668 (2)2668 4'_4N (2)2668 (2)2b68 \A/c _ __ __ rV Q g M 21'-10" 21'-10" co CONFERENCE ROOM ® *- 13'-2" 41-4" 'K 0 W I--,on s — � ofl � 0 C ' � .✓ Q _ O a RECEPTION Q'--i � o EJ S OFFICE ou CD 0 n v 0 Owl m a~ ~ R AI �i � OFFICE v = L > (2)3068 ,er o in w o NEWELL FIXED PANEL GLASS FRENCH PANE 'LASS UJ W N 3048 _ N 21'-10" 4'-4" POST a N s y a • m �' CJ Q M n v Zip F_ N Q HDR HDR HDR HDR HDR yy �ZZ Qb$.�.. 0.21 Z''"W to o TW2846 TW284b TW2846 7W284b t 2846 TW 84b TW2 46 TW 84b cn vi va=a W. m o W2846 1348 DL Y1 W 1348 SDL >>omo ,o-nmmWZmcFiowzac o� �wao�NS��ao� Y-JZo ZZG�4NK2 � � J WQ•- �-rJ' TEMP o mom oocntn�z� w 8 -10 5 -10 = oaU�v ins zcaoo� acn I " p ICL OF COL CL F COL CL F COL CL O COL O ZZQoo� �Ww�O�az 'v a5-o z wowWl-act 9'_10, 9'-1„ 9'-1. 9 -1 1 9'-1" 9'-1" 9'-111 9'-11, 8'-10" 1 a o g" m�0 U �>w mNw .z �ow�az�0.Z to-c°i� pV�:cF-Pz PORCH N>-4 WWmwmsg8mxz� OUTLINE OF PORCH oa�wazozowNxoao�o oa<W5wzo�wmaZw� " W,,Q� ��W�arzo Iw!�N NOTE: ALL WINDOWS TO BE 100 C(TYPOL 6 _0 10 COL QW_ Z a�iimwawaw_�ccn b'-O" " B'- " (TYP) r~i,� a3c�5voiawoaF� mla a ANDERSON TILT—WASH W/ FIXED GRILLES, INSIDE AND OUT SECOND FLOOR PLAN NOTE: ALL WINDOWS TO BE A FIRST FLOOR PLAN (1,416 SQ. FT.) ANDERSON TILT—WASH W/ (1536 30. FT.) FIXED GRILLES, INSIDE AND OUT — RAMP IF � W CL; z U- W Q --� W u- z O w -1 z U- so co o � o N Z F W = o N -4 r w Y (n w 0 U Z O_ w LOUVERED GABLE VENT F- IXIO RAKE TRIM —. .—.—.—.—.—.—.—. �._ .—.—.—.—.—.—.—. —.—.._._..._..._._.—..—.—.—.—.— —.—.—.—.—.—.—.—.—.—.— .—.—.—.—.�. —.—.—. � ----.—.—.—. I IUJI .—.—.--- X4 RAKE TRIM �3a >-�mow V)¢ z _0 n HDR -- _-- IX6 TRIM X J z `�in 0 in N - -- - - � a.z<0z f-z c,— z,ra ARCHITECTURAL m z POSTS � I I }.�tnow I— mOwO-wm ARCHITECTURAL I I ASPHALT ROOF w�a �a�<L w 0 _ I SHINGLES �,,,I u 0 w O ASPHALT ROOF SHINGLES 10 1� ' I I 12 w V.I d�z ►w-O I I TW2846 , A. o U)X Ill a r Z A.5 A,5 I- W I Z:E2 w 0 O O W O O=0~X Z W ALUMINUM GUTTER _.-----.— _. —.—.—.—.—.—.—..—.—.._._...—.—.—._..—.—.—.—..._...—..._.—.—.—.—.—. -- _ — IX12 FREEZE IX TRIM IX TRIM ° X TRIM w ctOvrn IX12 FRIEZE ----- I I I _- --- _ WINDOW/DOCJR w ¢ �M � o 0 o t� o - CASING (HEAD) Q W WINDOW/DOOR o o 0 0 0 o to 0 0 (TYP) \ I I 0 0 0 0 0 o 0 0 o i 8" CORNERBOARDS ao CASING (HEAD) o 0 0 o o I o 0 0 (TYP) F- 0 = Q v O Q -' J d 0 0 �� o o 0 0 0 #�--+-F C O II IX4 UINDOU/DOOR ~ 8" CORNERBOARDS I o TW2846 0 o T12846 o TW2846 0 0 0 0 o I I I O w W oI o TW2846 to o TW284L CLAPBOARD SIDING T1U2846 TW2846 CASING (JAMBS) �� o 2, R.C. SILL Q ADJUST PITCH FOR o 0 o a o a o 0 o L� `ROPER DJUST PITCH REVEA�R _ _ I I W.C. SSILL Z } PROPER REVEAL - w < ADJUST PITCH FOR PROPER REVEL , '. H _. ....—._ ----.—......_.—._._. .-----.__.----.—.._.—. . _.._..._....-----.—.—....—.—.—.—.—........._._....—.—.—.—.—.—.—.—.—.—.------- _ cn wN _..._...—.—.._.—.—.—.—._..._..,_.—...�..—._..—._.._.— — — — — — — — — — — — — — — —M U Q IX-4 WINDOW/DOOR CASING (JAMBS) a I gwUaliZCSJ_�wZwFUUU� 2" R.C. SILL Q I I o I z �¢ i 1 >_10 z � .0:�o ..i 10" COL (TYP) TW2846 TW2846 3068 _ TW2846 TW2846 ° II I _ ���'mpF'';,��T�wSpQ�&o TW2846 TW2846 TW2846IIFITIIII 0" COL (TYP> N v,N�p0 _N ��mF �NOVIZU�� �a(n FULL I w 41Z zz�� crzq= DECORATIVE I6" In VIEW 16" + ��A �o wz w 10" PILASTER - --- -- aZo>vav�oioQzoz>Z I �W�gwQZN��QO`y I RAMP 1/20 : ..O. r "8a0�o�gF-w`qk'' Qtnpd FFN� U pwi w RAMP UP TO PORCH Qbq<Wd' 5Zp080ww zw3o �v's�gv°'izp�av�iZwrna`�tpn I/20 aroWv�cnrwod� ac�sw WEST ELEVATION NORTH ELEVATION Zq �=w=© Wm zwrn �Fvgi ��j D_ MWzW iI-W�fro NOTE: ALL WINDOWS TO BE NOTE: ALL WINDOWS TO BE ANDERSON TILT-WASH W/ ANDERSON TILT-WASH W/ FIXED GRILLES, INSIDE AND OUT FIXED GRILLES, INSIDE AND OUT tI) w 0 ui i 6 IV 11- < z > o o �r U� aV T w z �- m 00 J .0- < 0 0 z N w w ,: 0 (n z w Q w 0 0 U z O V w Fw- Q LOUVERED GABLE VENT w ly IXIO RAKE TRIM --- _ - w¢ z w� g IX4 RAKE TRIM - --_- c z Q Q�z cn IX6 TRIM w g°J-W- z w o _.__.—...-...._.—...�...._...._..—.—.—.^....-.. ._.� .—.—.—....._....... _.—. ......_,.—.—.._..._.—...................— —.—.—...— ._....._.._...—.—.—. 1 1 _., .—.— >_gwow F-mz —._..—..._.—.—.—.—.—..._.—.—.—.—.—.—.—.—.—.._....._._....—.—.—.—. _. —.—.- ._ .-. .—.—.._._._...—.—.—.—.—..�.._.—.—.— _,.—.—.— ARCHITECTURAL ..�.._._......._.—.—` —. HDR �U w a U Z pw 0 wwv (- ASPHALT ROOF SHINGLES __-_ - ►- x 1F- Of aC a V z 1 POSTS 0 O N:c M U- UW a = a Of I-ARCHITECTURAL 1 to p w p I-N p 12 0 1 12 3 0- w V) [L a X=n. o�n O 1 U ow0Oxp~xz w ASPHALT ROOF SHINGLES _ 1 1 w zo m p w U I 10 A.5 U zX0z0u- w<a - 1 I I II TW2$'f4 - 2 I z � A.5 A.5 A.5 I �\ W IN00 0) XT71 I MQ �o ALUMINUM GUTTE . _._ . J T. _. _ .—.—.—............. —...—...—.—. —. — ALUMINUM GUTTER . — I ¢M ----- -- ---- -- - FRIEZE - ----- _ .. - - -- - . - -- -� /Xj \ IX TRIM /� �� �v IX TRIM IX12 FRIEZE - - I I I Ill 11 1 1 Ill 11 1\ _.- WINDOW/DOOR CASING (HEAD) H v 8" CORNERBOARDS 8" CORNERBOARDS � �� �� � O WINDOW/DOOR (TYP) CASING (HEAD) 11 1 1 1 1 1 11 1 1 1 1 1 11 1 1 1 1 1 11 1 3 48 S" CORNERBOARDS 1 1 1 I , Z } TW2836 TW2834 TW2834 TW2834 TW283 W 8" CORNERBOARDS 1 CASING OAMBOOR TW2844 1 i �I O TW2844 O W w o - LE cr IX4 WINDOW/DOOR I 2" R.C. SILL CASING (JAMBS) W.C. SHING W.C. SHING N ADJUST PITCH 1 1 i i 2" R.C. SILL FOR PROPER I 1 11 o REVEAL ADJUST PITCH FOR I1 11 ADJUST PITCH FOR , ,, r �. ° .._ -.--. --- --- --- -- _- --- — — — -' — — — — Ii F BEAM BEYOND PROPER REVEAL 1 2f Xi �pU�la..Zo�� ZWF¢p�¢ T 28 4 I a°Nz=�W-'z_z�aNaz�� 306 OS ��aEN� °v'zcw3oo�oav�i W-C. SHING _ I - W.C. SHING TW2834 1 I 1 90 gazTIT7TTMmo��W�zaow 10" COL (TYP) TW2846 TW2844 TW2844 111111 .�. av�°oW��°J,v�oc�i�oa�i 10 COL (TYP) I 1 TW2$44 oaaN�raw az dw>-Zc6Q'' Wwmmov ao� _- - - i- - I I _ °aoe�a�a .a�io�zwrna'¢c°n -- da��aioz�a�zoz'�'3o 1 _ - Z O �—tncn�-WaOy WaoS-W ❑❑ 1 I _ 4�Za��'isWzo wm zwm ¢W_ � I ac=il wzwaw�aNn RAMP I/20 1 c'-n-F-dov°i` =15wF_F_moa EAST ELEVATION SOUTH ELEVATION MOTE: ALL WINDOWS TO BE NOTE: ALL WINDOWS TO BE ANDERSON TILT-WASH W/ ANDERSON TILT-WASH W/ FIXED GRILLES, INSIDE AND OUT A FIXED GRILLES, INSIDE AND OUT tJ� z Z o ! Q O uj 1— v �- � z u z > oo � YLo ` s _ .27770 c^"'z 00 O O M O N - s� z W � W N p � p z w C� Y (n < W ui z 1 (3) 1 3/4 X 16 LVL RIDGE BEAM V) Ld t 1 ' POST GUSSjI ' �S --� 2X89 Id" O.C. II WW F- e II W Q rz p r 12 1 I O (K �ti it � W + 1 I 12 Z w m Io ti ATTIC ; � 10 on J3¢ }WFno 1 1 wQcn QO tn(n W W IX SOFFIT W/ a z Q W z I-- z iE 1 0 U: COR-A-VENT d L1.1�JV zw0 A.rJ i i STRIP VENT 1I m0w0�wmZt.l_ Aga— <az / \ HURRICANE NE CLIPS S i i LAP JOISTS EVERY RAFTERANE S m U=w OV z O ON BEARING WALL IX FASCIA w m, z r_r t V W/ ALUMINUM GUTTER _ ~ p w R-30 INSUL o V)=m w Z tt� vt � oor�z ___ WALL I EYOND IX FRIEZE M or O 0 o w oo O owoom0 xzw t A i t- Zmuzotl wao --- E.J.'S OFFICE 0 BATH 1 I I CD in N 1�1 ,'-i o B Y O0 HALL '--- t z U) to 00 W © 0 1 i�STEPS BEYOND � � W J ¢col h 'l _ ' fy * 00 3/4" TEG PLYWOOD SUB-FLOOR SECOND F-"`t wn GLUED AND NAILED,I TYP FLOOR T � Un. 11 1/8" TJI >9 id" O.C. Q i h` r 1 z z w RECEPTION = w w° i SIDING (SEE ELEVS.) a ' i O YVEK HOUSEWRAP --; O � VAPOR BARRIER z� BATH LUNCH 1--; t w 1/2" GWB a '-- STEPS BEYOND a` U a M N 2OD 2X014" O.C. to 1--i R-19 FBGLS. INSUL Im A.5 I i_ 13/4" TEG PLY OD SU -FLOOR i 1 GLUED A NAILS , TYP `--i FIRST FLOOR r �z aw05t,,.zo�mw?wF�vo� yD F=lwn�� N5:5 R-19 INSUL o X mFm�ooNNozo�w t\ W�NZruajo wo��Z4j SHELF FND - I WISX40 R 5HE F FND �Z a s N o �'o o `o'o 0 BEYOND (2) # BARS TOP AND BOTTOM, CONT. 9 o>u n z H m w a w czz~Z Q w(2) #5 BARS TOP AND BOTTOM, CONT. 2Z 12' BATH 1--; SHOWROOM 12 is ��N � • o� mew<w 1 Qin>-ivnQWW13 noum ( !MZ 1 -I0,a as oa w zoz �� 07da3o w Ln ;.�--STEPS BEYOND G O a zQ'°�I-'Sw}oowm° zwLn I 1__ awo I mpirw�w-(W!3 i 2X4 WALL W/ R-13 INSUL aic�a�aoovoi�aLoaiEF moo T S COL. ON INSIDE OF 12" FND WALL I BEYOND i II _BSMT_SLAB COLUMN L___ FOOTING BEYOND SECTION '` A " w ZLl- w r O_ wr ,- �; o oxo < � w � � _ a I ` T La 00 0 0 O •h P t` N Z w w Ld Y (n < w TYPICAL ROOF NOTES z HARDIE-PLANK SIDING _o OVER TYPAR HOUSEWRAP ti ��¢ V) HEAD FLASHING OST CAP o°�k'�oG e4 7c, 5/4" STOCKED CED � OP RAIL CAP w/BEVELED SLOPE Q,�p• ��P� ��` CROWN MLDG. ASPHALT ROOF SHINGLES +� O• 2X2BALUSTERS +gyp ?� o 5 O.C. MAX � Ix CASING 3 1/2" EXPOSED INTERIOR CASING +� a y w w zo wo PER OWNER SPEC POST a z«W Z z � 0- zwtr >_mmow rn-z SEALANT w/ LCC PAN/SH x o w o- m BACKER ROD mUv,�a�ozo w wao O w cn:E-:Ww� � WINDOW BOTTOM RAIL _ r'= o m w�w ALUM. GUTTI=R 0 o w�m o L z Fy Ix8 PTO. �p`y O ma'°- aXF-°-oc„ owoo=p xzw U zwozcau- TYPICAL DECK POST WINDOW HEAD TRIM DETAIL 2 n `co,01 o0 „ SCALE 1 1/2„ _ 1,_O„ W c min SCALE. 3 -1 o � f �41..> i� � �K � � Ofi� Nf � � � W T Y C C C SCALE 1-1/2" = 1'-O" j o °v ~� � U BIT. JT. FILLER, O w 0 TOP OFF W/ FLEXIBLE � Q JOINT SEALANT Z r w WWF 6X6 L/6> TOP I/3 w W o OF SLAB ` , Q:: �cq c En ci 4" CONC. SLAB STRUCTURAL T.S. COLUMN a°' 4"X4"X.250 STL. COL. BITUMINOUS JOINT FILLER, ` SIDING (SEE ELEVS) 6" COMPACTED �,� CONCRETE SLAB 'A TOP OFF W/ FLEXIBLE v ° DO NOT BACKFILL WALL 4%A a. °:A FILL JOINT 5ELANT, is TYYEK HOUSEWRAP UNTIL CONCRETE HAS 6 MIL. POLY VAPOR BARRIER SIKAFLEX IA ATTAINED l DAY STRENGTH d •° d o . A o z > i/2" CDX PLYWOOD AND BOTH TOP It BOTTOM n ° CONCRETE FOOTING ''_ ZI v�o 0a OF WALL ARE PROPERLY nv -0° A d 42"X42°X16° ° >wNmooa-im�`�'Z�cFiza 0 6 STUD WALL sERcuREo. ,� ' w-wz �wazzc�a° `,. " ,: : " BASE PLATE cn mvi�v❑M. W❑K cnmv R-19 BATT INSUL '.' �• "` '' '.� : 3/41, X 12"X12" oNZ O} � a° 4 :, .> s. 6X6 6/6 WWF TOP 1/3 d o� Q�m� �' ZCW-zzoow� ° OF SLAB ° RIDGE. BEAM u . coo 4 ; :• '; � (3) 3/4 X 16 LVL / Z�aO�V��aowrj❑p�az b MIL. POLY VAPOR >xs REBARs, CONT. . :: ; TOP t $OTTOM �' ; :;• '' _ `` °'`' A-301 ANCHOR BOLTS ASPHALT ROOF SHINGLES mL� aWTZ .6ma�v,� w 1/2 G.W.B. Y' U oa WY`-°pC o � a 4 ww w w z v� 'o rn to W � 0.'t)m tr d a z a' 4JW m CARRY DAMPROOFING o .: ..�_.; _ °o -====s= -_ ___-_ '__- ,. _ _ I5u FELT F'AFER - aQ" —� ° a d � d o'----• o ..'oa oT - o a•, o - �v�W�ZzpZOK N Z wQ.'ZW W� a OVER TOP OF FOOTING °' ° d a ❑F'a ��m�a�cn❑owotrm d••a� F.r a d 5/8" CDX PLYWOOD �d� o�Q tnrn> ovnwa.0;> za �''Swzo wm zw-' ,Q .. !, 'Q ! Q a �tAllO-cNi�O»WdW=Ia00 .a 4 $ <. .. d rnc��acaov�ia,= oa��*�'mwa 2x4 KEYWAY a _-- -----KEBABS CONT.- ------------- OT1=t WAYS (TYPICAL) M TYPICAL STUD WALL _ A d ° O 2X RAFTERS > d. - - - -- - ---- -- ----- - - -- ----- --- - -- A, 1/2" CDX PLYWOOD 12 RIDGE DETAIL (Dim z 2X6 SHOE SCALE 1-1/2" = 1'-0" 2X6 9 IC O.C. NOTE: FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR ��� ul -j r NATURAL UNDISTURBED GRANULAR SOILS FREE OF CLAY. PEAT, /'� LOAM, VEGETATIVE OR ORGANIC MATERIAL. NOTIFY ARCHITECT 1/2" DIAM. 12" GALV. ANCHOR IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED. MIN. 4211 MIN BOLT B 4'-0" O.C. 3/4" PLYWO. SUB-FLOOR V AC z TYPICAL SLAB ,AND FOOTING � �- `~�, �, z SCALE + NOTE: FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR O ' ` 2 bSILL g S C /`L E 1_1/2' 1'_O 11 NATURAL UNDISTURBED GRANULAR SOILS FREE OF CLAY. PEAT, \ J"� LOAM, VEGETATIVE OR ORGANIC MATERIAL. NOTIFY ARCHITECT /'- L'I I f S'E A 1 ER IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED. J LL J !"�L HGR - 00 z 11 1/8" TJI COLUMN FOOT INC. DETAIL NAILER DECK FRAMING BLOCKING SCALE:I 1/2"-1'-O" SPACERS z 2X6 P.T. SILL SILL SEALER r is e O �, !LOB 2 9 #5 TtB 03 FOUNDATION SHELF DETAIL to 00 SCALE:I 1/2"=I'-O" NOTE: FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR ® O NATURAL UNDISTURBED GRANULAR SOILS FREE OF CLAY,PEAT, LOAM, VEGETATIVE OR ORGANIC MATERIAL. NOTIFY ARCHITECT O 0 IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED. s� N z p c _ Ca Z ? w Y Ld Q w Ld Ix U ------------, tJ7 0 PROVIDE 10" DIAM. $ONO-TUBES____ � UJ/ BIGFOOT FOOTINGS , i --' ------------- ------L----------� ---------- --- --- --- --- --- --- --- --- --- --- - --- - - - - --- - -- --- - -- --- --- --- --- -- -- - - --- -- 7 -C --, 2 r3 x -- ° O w w m w `Z ? 720w Z Q(n o v)F Q XZznaaz,<-K --� ( YF) -- Cv i ��cnowl`�-Zmxcr az ILL mowoa:xmZw wU(nLr- owoW O L d U 4C •1 H =NFwwwZm Z Q(L 0 0V)=mCt�jj u Z l }� =�2�ujo WoUZ O owoomo�xzw --I- w i--w Zmo� o I 't/ T.J �' I O. if 8" J.I. IL" C. w fn a-f- Q a' o fn 2: 3 X 0 zwQzuu- w¢o } j BEAR N EL J BE kR ON S ELF LL QD N ST OAl:S z N - OQ w am OM BO E 1 X4 _---------- 12X UBE ST L L --' I N Q �� o o --i- - US �_= --- ==J -- LUS 0 X 2 XI w w J Qm } ? ON FT G. ¢ M EE BE M TE B M 4(- TUBE STEEL COL;.'W✓ _. _. _� _ _. _ _. _O— i �. �� �, . �N �� i `p O f--� U *m 42" X 42" X Id" '1 r �"'1 r (` ao ao - T� i , O w ►-to �. a. ll. . CONC. FTNG. T E TEE W *' r- O O o. ST L L. / " -- 4F 16 X U C NC. FTN . . G _ z tV CV W l V) w O cal I I-N Lij N 1 m O zM I 1/ " T. I. 9 6" C. 11 8" u � --+- BEAR N S 4ELfBE R 0N 51 ELF X LL -1 F -1 F -1 r L >-4xJ4 2: / X 1 1/8' ull. ¢w�map ��wZyv�vZ� p N - W a W J S EL o =zzu< wzao:3 ( P) 0> m�m�NOWrZn6�o� Wv�i z?�doo6F-?-<-�owcoa� jz - -- -- - - aU a. Z®aN - ¢ Vl _ __ ___ _ _ __ _ __ _ __ __ __ __ ___ __ __ __ __ __ __ __ __ __ __ __ '� �J'O (nab wa-Z �W (3) 2 X 8 �� m 0`n�oc ap�FF ~iz`'°dw i �wwow (- -1 F ; oo0a wWawcnSo8wom" F-=1 F-=1 --1 P VI S AC a¢�Wzoz�W��oZoWo A N ILE P.T ( �a'> inF mcn>- ov'wa w r--'¢ jW.5WQwv�Qmi,,z�m I �` ( awN�o�avai wzwaw�trN I 2 8 10 .C. P.T. i ai��aovoiagod� �miia )2 O P T. BAND �' '. �' v' ,'- . .' `\ .'- !3 XI O P.T. BAJ.J. PROVIDE 10" DIAM. SONO-TUBE W/ BIGFOOT FOOTINGS I I � I I � I IOLI w LL o pC z RAMP UPI LL w 1/20 i ! ® u- �- z Q z O O TYPICAL LVL/GLULAM BOLTING/NAILING w u— : nc _ MULTI 1 3/4" BEAMS 2 PIECES D-4" 2 ROWS OF ILD NAfLS s 12' O.C. A L0 2• A t 00 3 PIECES 0-4" 2 ROWS OF 1/2' DIAM BOLTS • 12' O.C. i W 0 c.17 Z W �0 0 V I < /W\ 1"ficrollam LVL, Parallam PSL or imberStrand LSL _"=-==r=---------- ------ � n z Blocking panel i iii V 5 Top flange iii W hanger Qf i i Face mount Hanger O ( ) XIO ( ( )2XI H ( 2XI HD —. I 0 i ¢� C4 Web stiffeners required \ ° each side at BIW I w � >- a >wz Web stiffeners are required �Q z _ `v' � w's 7-w�pa f the sides of the hanger do TYPICAL DETAIL LOAD -�Z o -N O M cn not laterally support the TJI BEARING WALLS -- °o a z Q z joist top flange and per current N Q o H d O Trus Joist 1"lacl"Iillan literature STRUCTURAL NOTES: AC MOwOn.Wmzw i '1/ T.J . o " O II 8" J.I. IL" C. O ( Owd�zOwo POSTS 5 STEEL BEAM ENDS ARE 3 1/2" CONC. _ Ik w N w z�'9 z ( I '1 8 L I- T � ¢�- TYPICAL DETAIL OF FLUSH FRAME FILLED Rio NOTED. �iYo osNrsE o o� HE�u ISE J J X o = w~,�w O� W AT MICROLLAM SOLID 6X6 a EXTERIOR UJALLS, AND n n'E 2o N m Ow o~ o SOLID 4X4 s INTERIOR LALLS UNLESS O � Load bearing or shear wall above7:7 [ tL v) OTHERUJISE NOTED. O �-w z: O � �� �c� wc�z (must stack over wall below) POST OW 0 z X(-)Z O,_�W<O Backer block: Install tight to top flange (tight O w O O r 0 x z w to bottom flange with face mount hangers). 4ttach ® WI O HD 12X F SW TE L B AM with 0-IOd (3") box nails, cl nched when possible. L D EA NG > L_J J J J J J J L J L J J L J L J L J L J J --'-" -'- (2) 3 X 1/4 L r -1 7 r 1 -I 7 r 1 r 1 r 1 f 1 f- 'I r -1 -I f 1 -I f 1 "X�"X.250 T.S. P V) (0 000 OD "X4' 25 T. PO T �� o o TimberStrand LSL F�iN BOARD �FRPOiOM A TIC _ "X4"X.250 T�. PO w w a WIN OW DR X " E--I v M - - � Lli U II 8" J.I. IL" C. 00 [--� U O a For information on lateral N load capacities refer to cr I w .J 0 current TimberStrand LSL rim board literature i= } Z Filler block: Mail with 10-I0d (3") Wp box nails, clinched when possible. II 'i/8 T.J. � I O. --r � =�`�h �� ~ in w o Use 10-I�d (3 1/2") box nails from ? `' fi` eke LJ �N each side with TJI Pro SSO joists. > (N = z� With top flange hangers, backer -1 -1 -) ( XT z block required only when hanger ( I 4 II '1 8 L r 1 -0 13/4" 1"11crollam LVL may also load exceeds 250 pounds p be used as rim board F SHI G TYPICAL DETAIL INTERSECTION OF BREAK N i o TYPICAL DETAIL EXTERIOR WALLS DOUBLE MEMBERS (2) 10 DR )2X H R ( 2XI HD ( 2XI H (2) Xl0 HD p yoNmOwaNs��a4 _ 0IN Nfri�Ud� wL]�0!2V wz��w�ZZU 0 ��®�oOu)(n-zz3�w� X 0- 3 0PiTPM-c'Si t,�zUc�8 N za. fry aOW OJ ZOj8RO92zgw_OQz zj, dl ( gww�Wo 20948z'-'Wcw-i 0 m �co��cionovrnMW 0 a 2 8 IL" C. �4 I oo z`�,14L0-wW`'' 'z<'°°odz� N o�,o wNa<3 (3) 2 X 12 (2 13 X I/ LVI. (3) X O (2) 3/ X 1/2 Y ����`'Swzo wmJzw TYPICAL LVL/GLULAM BOLTING:/MAILING _ Ir. _ P RC (TY ). _ _ _ Fo Po cH TY _ _ Q� 0� 'nWW'<MW9�(n _ 1 0- g oc�nai, oo a MULTI 1 3/4" BEAMS - 2" -- -- NOTE: WOOD BAR JOISTS TOTAL LOAD DEFLECTION 2 PIECES 0-4" 2 ROWS OF ILD NAILS S 12" O.C. L/300 w=93.33 PLF l� U- O QL z 3 PIECES 0-4" 2 ROWS OF 1/2" DIAM BOLTS s 12" Q.C. U- W J < W U z -! O X q < u- _ w -' Q z001 z O U W i"AY _0 < � �9 u . y so 00 Kj re) 0 o a C7 csM N Z '.. Z w 0 U V) Q 0 U A U) Z O v) w w 1-- w a w V) zwV) 0lz-o_o J Z (n 0(n(11 ►x0-j0zQzwO ��cno�w 1---mz mowoEmm wommowOWO wa W Z�~w�Z~I~-h m m U w~1-- ti'- m a: Q a(nmm z 2 12 AF R il' O.ILL ILI-� pZdp� O G - �IIIiII1III IILt1IhII1111 : F"-9 V IIIII •'T1I1IIrII IIIIIII IIIIIIII IIIIIII IIIiII(III IIIIIII IIIIIIII 1IIIIII iIIIIIII IIIIIIII 1IIIIII '1IIIIIiI III1II IIIIIII 1IIiIII X III1 IIIIiIII IIII1II 1IIIIIII IIIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIIII IIIIIIIII a1IIIIIIII IIIIIII wEr oOa =��l„ o p c�9z�UVNwoZF'- z wndNdz•�N- -Ya> ON� wwoo °z zxozuu_ w<o U r N00 ON POSTFOR HD POST FOR HDR QMPOST POST FOR RIDGE LOA (3)I X FOR RIDGE LOAD LINE OF LOAD BEARING LINE OF LOAD BEARING WINDOU v WINDOW HDR BELOWHDRL FI3/ X ILV WALL B A In - --- �� � iv --------------------------------------------- --------------------------------------------------------------- ---------------------------------------------------- ------ ---- ---------------------------------------------------OD P T OW "X POT Ill POST to POST TOI DPOST 0 4x� P ST O 4' I PI STI OW (Z) F V/D J 2 ¢ POST } UJ If-__ a N C --- --- X ML----------- LI O CE NG IN TI � --`_"_------ i ir I --- --- --- ------------ ------------ 05L6 :3' ZWF< U4w MT V p WVWV)e :UO= ZQI�A0o 2 12 �AF'JJR e IL, O. o�Wzz-= - -)C3 it Wzz? Np azR226F�-- O _jZ© � Ii II Ii QJwN}wOpjwV1pNO0<UOa'Z�Wy F . FW cn 00wjR �4a.p W J¢ U X- ZOZgwjp W O$WWo z w aSa Wzio CD-zWM ATTIC PLAN w¢a�`'s�I::, prtwno0ti la-wy t2zz°'cNnp»w4w5 WWOF SOR0< .pn iEFF-M .a. uj TYPICAL LVL/GLULAM BOLTING/NAILING � MULTI 1 3/4" BEAMS � 2• U- - (� w 2 PIECES D-4' 2 ROWS OF ILD NAILS O 12' O.C. a LF- Z s n� ILL uj Q < � � 3 PIECES D-4' 2 ROWS OF 1/2' DIAM BOLTS s 12' O.C. Z - - 2, -j (L- V GRE � ��1 STD ✓�y��k� � Q In O e 0 N Z 0 V) ff)