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HomeMy WebLinkAbout47479-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT P+ TOWN CLERK'S OFFICE _114%91 6M SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47479 Date: 2/23/2022 Permission is hereby granted to: Longdog Acres LLC 14380 Oregon Rd Cutchogue, NY 11.935 To: Construct new accessory greenhouse at existing single family dwelling, for personal use, as applied for. At premises located at: 14380 Oregon Rd_, Cutchogue SCTM #473889 Sec/Block/Lot# 84.-1-12.5 Pursuant to application dated 1/27/2022 and approved by the Building Inspector. To expire on 8/25/2023. Fees: ACCESSORY $194.80 CO-ACCESSORY BUILDING $50.00 Total: $244.80 .r Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 )ittas:// WW.statltlloldtown1�t .1r(,) Date Received APPLICATION FOR BUILDING PERMIT ,m For Office Use Only t PERMIT NO. Building inspector. _ Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: Long Dog Acres LLC SCTM# 1000-84-01-12.5 Physical Address: 14380 Oregon Rd, Cutchogue, NY Phone#: 5163804069 Email: closebarbara@yahoo.com Mailing Address: 14380 Oregon Road, Cutchogue, NY 11935 CONTACT PERSON: Name: John Olinkiewicz- Southold Construction Design Mailing Address; 15A Sherman Ave Hampton Bays, NY 11946 Phone#: 631-445-8263 :=Email: Southoldconstructiondesign@gmail.com DESIGN PROFESSIONAL INFORMATION: Name: John Olinkiewicz- Southold Construction Design Mailing Address: 15A Sherman Ave Hampton Bays,NY 11946 Phone#: 631-445-8263 Email:Southoldconstructiondesign9gmail.com CONTRACTOR INFORMATION:' Name: BY OWNER Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: NOther GREENHOUSE KIT $ $35,000 Will the lot be re-graded? Dyes ONO Will excess fill be removed from premises? ❑Yes IN No 1Al PROPERTY INFORMATION Existing use of property: Residential Farm Intended use of property: Same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes X No IF YES, PROVIDE A COPY. 29 Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 220AS of the New York State Penal Law. John Olinkiewicz Application Submitted By(print name): Southold Construction Design ®Authorized Agent ❑Owner Signature of Applicant: w °" Date: STATE OF NEW YORK) S' : COUNTY OF �., `v i- - ) John Olinkiewicz being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this i Idaof ) � t 2D �- l` Y .- Nota Public BONNIE DICARLO NOTARY PUBLIC,STATE OF NEW YORK Registrar ion No 01D16326366 Qualified in Suffolk County PROPERTY OWNER AUTHORIZATION IZA►TION Commission Expires June 15,20 73 (Where the applicant is not the owner) I Barbara Close residing at 14380 Oregon Rd, Cutchogue NY do hereby authorizdohn Ofinkiewicz& Southold Construction Desi%% apply on my behalf to the Town of Southold Building Department for approval as described herein. Nov 1, 2020 Owner's Signature Date l--1 Print Owners Name I 2 S.Mnirced On mnq�on TABLE OF CONTENTS: NOTES: PAGE: DESCRIPTION: • CAPE COD STYLE WITH 12/12 ROOF SLOPE 000 NOTES e STRAIGHT LAVE CROSS-COUNTRY FRAME GREENHOUSE 001 ISOMETRIC VIEW a ALL OPEN DIE ALUMINUM EXTRUSIONS LESS THAN%6'THICKNESS ARE 6063-T52 ALLOY 002A FRONT GABLE ELEVATION e ALL OPEN DIE ALUMINUM EXTRUSIONS%6'OR THICKER ARE 6063-T6 ALLOY a �_�R xmP c°s.a4Grom, +'RIDGE&GUTTER ARE 6063-T6 ALLOY mna s xssacoac zma) 002B REAR GABLE ELEVATION •ALL FASTENERS ARE STAINLESS STEEL FSEo_. v(cREENaoosp 002C RIGHT SIDE WALL ELEVATION .ROOF GLAZING:SINGLE-GLASS,LAPPED,TEMPERED,3mm .,I-GORY: I 002D LEFT SIDE WALL ELEVATION •WALL GLAZING:SINGLE-GLASS,LAPPED,TEMPERED,3mm DESIONLonns., L DEAD—CO) D-1111 003 ROOF PLAN&FOUNDATION PLAN LAYOUT •FOUNDATION:BLOCK I BRICK BY OTHERS 2ROOF—FORD[L) L-1z FSP 3.SNOWOs) 004 TRUSS ELEVATION • GREENHOUSE RATED FOR 130 MPH WIND&25 PST GROUND SNOW LOAD cxon_sxow FORDYE—2s Psr EXPOSURE PACTOR 1.00 005A DETAILS AND SECTIONS o GREENHOUSE FOR RESIDENTIAL USE T xtnAL.F—OR cr-oas ROOF SLOPE PACS'OR F-Ul 005B DETAILS AND SECTIONS a GREENHOUSE IS ASSUMED TO BE HEATED CONTINUOUSLY m ORT RFACFOR laaa FLATROOF SNOW LOAD PP-119 PSP 005C DETAILS AND SECTIONS 1-0 ROOF SNOW TOAD 11-9b1ISF 4.W—LOADCW) 006 vENTDErHLsDPS[On WII SPEED MEMBER DESIGNATIONS: V°�130 mpfi EXPOSURE C S.SEISMIC LOAD(E} MEMBER: DESCRIPTION: srcP cuss Di�hrotl s�sL o.lwo.os 01 RIDGE 6063 T-6 sa:rsai o.Lavro.os IMPORTANCEFACTOR Ia=LO 02 ROOF RAFTER 6063 T-52 03 GLAZING BAR 6063 T-52 2. D+(0.6 .'t0 ) 04 GUTTER 6063T-6 a. D+o>e<a.ew-011)+0.71(11 op s) 4. O.6D+(p 6W ort O.�E) OS VENT FRAME,HINGE,SLIDER&GUTTER 6063 T-52 =Afch ,06 1"x2".KYa"ANGLE 6063 T-52 07 2"x2"XXF"ANGLE 6063 T-6 h',`ii ' k)2Gmsd 08 Ih"x3"x'.fb'CHANNEL 6063 T-6 -- 09 CHANNEL 6063 T-6 - CROSS COUNTRY 10 T.ATxV,,"CHANNEL 6063T-6— [ GREENHOUSES I1 '/rs'ANGLE CLEAT 6063 T-6 HOBBY AND CtIST(7M 12 2"xY"FLAT BAR 6063 T-6 pF NE ��p��PPDY AM Y P.aWce CC 121&SG REFERENCES: n Courtney Hoblock DETAIL BUBBLE-LEGEND sF a" Ot Op >046a6 � 14380 Oregon Road, 02 TAi oFTUF NumeeB ROFESSION�'� Cutchogue,NY 11935 03 000 L once riurneea DATED:SEPT 72021 LB. oRIENTATiQNOF DeEni EXPIRES:6/30/2024 n r G.B. 000 DATED:SEPT 7 2021 EYPIRES:6/30/2024 Godik Arch CROSS COUNTRY GREENHOUSES cic CC 1218 SG 42,L Courtney Hoblock 14380 Oreg-Road, Wh.g.o,NY 11935 SE ISOTMETIC EVATION J.& G.B. 001 12 �.p ft 2W 1 SE�rl DECORATIVE RIDGE.1 12 CRESTIN�&FINIALS IE DE-1 ROOF VENT,TYR END RAFTER(wl ROOF BAR),TYP. ly,".3"�Y,,"CHANNEL HORIZONTAL BRACE ly2"x 3"x Ne"CHANNEL ROOF PURLIN,TYP. NE n.� 2 05 2"X 2"xY,6"ANGLE PURLIN SUPPORT,TYP. IwD GUTTER,TYP. or FEMQ�\ 2"x Y,"ANGLE DATED:SEPT 7 2021 < o EXPIRES:6/30/2024 z -GLESTORM or 2"x Y4`FLAT BAR L— DIAGONAL BRACE,TYP. .1.Na) —1-on o Goffik Afdi o 'x 4"x)/4"CHANNEL GABLE POST TYP. (BEHIND GLAZING BAR) CROSS COUNTRY GREENHOUSES RH.o.1=r W/HILTY HIT�LY'7' �KVXZ-xY�"ANGUEBASE ANCHORAT 1�G, BLOMBRICK KNEE WALL, BRACE-TYP. CC 1218 SG BY OTHERS Courtney Hoblock OOR RJO 14380 Oregon Road, 12'-BY2" Cutchogue,NY 11935 !MPORTANT NOTE: FRONT GABLE ELEVATION LB —o—o T-1� .1—111 P-N. G.B. 002A 12 DECORATIVE RIDGE M 12 CRESTING&FINI�IS SEE—L ROOF VENT,TYP. %'x 3"x Yis"CHANNEL END RAFTER ROOF BAR),TYP. HORIZONTAL BRACE IX'x 3" Y,�`CHANNEL ROOF PURLIN,TYP. OF NE ?SIT 2 x Y,�"ANGLE PURLIN SUPPORT,TYP. 1�4.0 GUTTER,TYP. 2 ENO, 0 a- DATED:SEPT 7 2021 2"�E�'ANGLE 0 EXPIRES:6130/2024 < �T 2"x Y�-'FLAT BAR DIAG NAL BRACE,TYR. S I N G L E o`�"SS(H R) N Coodk Amh CROSS COU GREENHOUSES 0 2"x 4"xE"CHANNEL GABLE POST TYP. �BEHINO GLAZING BAR) L NTRY fj!H.�E�Sl=177 W1 HILTY HIT-HY 270 ANCHOR AT DIAG. 1 x 2' Y�"ANGLE BASE BLOCK/BRICK KNEE WALL, BRACE-TYP. CC 1218 SG BY OTHERS 2�1 0% 4'-10'Vj," Courtney Hoblock DOOR RIO 14380 O.g-Road, Cutchogue,NY 11935 J.B. UWPORT—NOTE: REAP,GABLE ELEVATION G.B.. To,, --..",—I.T.— 002B3EJ ..0.—.--.­—.—.—E F =STOCOR—P—AS ROOF VENT,TYP. DECORATIVE RIDGE W CRESTING& FINIALS &�p --- -------- END RAFTER(wl ROOF BAR),TYP. ly2"X 3"X Y16' C)�N CHANNEL ROOF PURLIN ROOF RAFTER,TYP. 2"x 2"x A�'STRINGER(BEHIND GUTTER) GUTTER F sslo DATED:SEPT 7 2021 GLAZING BAR,TYP. EXPIRES:6/30/2024 2"xY4"FLAT BAR DIAGONAL BRACE,TYP. o AN lyj'x 3".Y,�'CHANNEL DOUBLE SIDE VENT, C-Oft Arch ft"" HORIZONTAL BRACE 'lip 05 �s I L IL I PROVIDE 1 1 1 W,HILTY HIT CROS COU UNTRY ANCHOR DIAG. V�2`x)�"ANGLE BASE C*- G Rf EN H 0 S ES D'D THRT -HY' AT BRACE_Typ BLOCK/BRICK KNEE WALL, H. e� FROM OUTSIDE EDGE TO CENTER OF TRUSS TO FROM OUTSIDE EDGE TO BY OTHERS CENTER OF TRUSS CENTER OFTRUSS CENTER OF TRUSS 6,6 CC 1218 SG c.— Courtney Hoblock 14380 Oregon Road, Cutchogue,NY 11935 RIGHT SIDE WALL ELEVATION J.B. G.B. P-N. 000f, —TEN-CORNERP— ROOF VENT,TYP. I N— DECORATIVE RIDGE wl CRESTING 8' FINIALS OF NEw R Y Alj�, END RAFTER(wl ROOF BAR),TYR 1Y,".YxY,�" CHANNEL ROOF PURLIN ROOF RAFTER,TYP. T-- E E 1111 2"x2"S-,�'STRINGER(BEHIND GUTTER) GUTTER DATED:SEPT 7 2021 2 EXPIRES:6/30/2024 GLAZING BAR,TYP. 2"x Y4"FLAT BAR DIAG NAL BRACE,TYR —j C-aft Afch IY2"x3"x3/16"CHANNEL LGLI.Ak VENT, HORIZONTAL BRACE TYR CROSS COUNTRY R -J— GREENHOUSES TPROVIDE(1)THRDT)ROD VVI HILTY HIT-HY 270 HOBBY AND CUSTOM 1"�2"xY�'ANGLE BASE ANCHOR AT DIAG. GRACE-Typ. BLOCK/BRICK KNEE WALL, FROIM OUTSIDE EDGE TO CENTER OF TRUSS TO FROM OUTSIDE EDGE TO CC 1218 SG BY OTHERS CENTER OF TRUSS CENTER OF TRUSS CENTER OF TRUSS Courtney Hoblock 14380 Omgon Road, Cutchogue,NY 11935 LEFT SIDE WALL ELEVATION —'y J.B. LB 000n [NOTES: FOUNDATION BY OTHERS TOP OF FOUNDATION MUST BE SQUARE&LEVEL . . T U U L. 10 NOT USE LE:ELIN.RSTRIP. NUAREDF� s 11 ING STRIPS ON TOP OF WALL 2'-10%" of NE 4'-101Y16" DOOR RIO 4`10,YW, ��DY A 444 2 END RAFTER A ROOF BAR),TYP. 2"x 2"x ANGLE PURLIN E, SUPPORT,TYP. "F O�A DATED:SEPT 7 2021 Ex GUTTER,TYP. EXPIRES:6/3012024 TRUSS 2"x 2" 3/j," STRINGER,TYP. Goft Awch 8�MIN ALL AROUND TRUSS CRO' COUNTRY GREESN OUSES .y _ '.'T ROOF RAFTER,TYP. 24"HEIGHT CC 1218 SG ROOF VENT,TYP 1 Y2"x 3"x Yle'*CHANNEL ——1--—— ROOF PURLINS,TYP. Courtney Hoblock DECORATIVE RIDGE 12'02" 14380 Oregm R.ad, CRESTING&FINIALS Cutchogue,NY 11935 ROOFPLAN FOUNDATION PLAN LAYOUT J3. I—, G.& T.—9�N. Wo EXPOSE2'OF CONCRETE 8"PC SLAB WITH 6" FOUNDATION WALL WELDED WIRE MESH 8"PC FOUNDATION AS PER WALL GREENHOUSE PLAN ' GRADE SECTION A-A \ >� 8"X16°PC FOOTING a II ------- -- --- II � I II m \ CROSS COUNTRY III ' GREENHOUSES ANO c.s- '" II --------- -- ...._--- ---- CC 1218 SG uI I II I I III N I cmc: ---....-- _ Ili 18,_10„ CourLieyHoblock L= _ = 143800rr9n Roed.___—_—________ ____ _ ___ ...... .... Cutchog ue,NY 11935 19" I.B. 19'-6" �� G.B. FOUNDATION DETAILS 003-A 12 j,"A1111,111111. 7.�w. A,5- I& 3*'x Y,," CHANNEL ROOF PURLIN 2" 4�'x X, CHANNEL COLLAR 11. A. Yj�'STRINGER OF M 5-104" DATED:SEPT 7 2021 2"x 4"A W'CHANNEL TOP CHORD EXPIRES:6/30/2024 Y�'ALUMINUM PLATE�TYP. 05 E CLEAT Cooft Arch 2"�4"xXI, CHANNEL TRUST POST QCROSS COUNTRY 11- GIREENHOUSES HOBBY AND CUSTOM S.H—C,I N CC 1218 SG 12'4)�' TRUSS ASSEMBLY Courtney Hoblock 14380 Greg-Rad, Cutchogue,NY 11935 J.B. G.B. 004 fined Pur11.7 e7 11 A-1 Yrz,MeS,US.,d , I.U"�, ry %�� Ut i,.c �„w lmuixN Etvnp iu:.en+uin,n. �. v+nsr;Saar '�an-vz.aar_c�saznT�w•�.�v..r.�.c�7Fro�ju3,,r...m.s,�rrrWur.,ro-,:sa5i:a5:;rr;ve �cRourc � uens�ccnscnunowoe a rss„is rzs• --a- .:.,1 whvY pCRSO�p,rYCdF0�Ar6w N�a8 f6: PDy AM/�NY eal FESI ENDRAFTERSECTIOETTER SECTION . 5;7 .OT .--------.__ DATED:SEPT 7 NP2021 � �a CORNERPSDETAiLEXPIRES:613012024 ErissoEn—CH ORS r N! // oft C� zw Arch AIKII�111-, w All uvs i r a.air �,,-�A r,A6� — �;� CROSS COUNTRY „�r, , ”` ) I GREENHOUSES �n r _ HOBBY ANO CUSTOM iul 'ni n„ r\ \y P,oriucr IAIII,i ,> cc.1218 tic irGt iJ, x n✓�.'s r"anomer_ BASE SECTION_ BRACE CONNECTION DETAIL GLAZING BAR -o" Courtney HObIOGk u„r m.. n 14380 Oregon Road, Cutchogue,NY 11935 005A sueamm o� ® s "x lA, OF NEW Y yHPOY AM��y O f ¢NU7 ,.. 4 r! 2 / 3D CORNER ASSEMBLY DETAIL 2sP 104866 ��� PURLiN SECTION ( � ..,,._ ...... _................ ....... bp4'OFESSIONP�' DATED:SEPT 7 2021 EXPIRES:6!3012024 VCNi 41tI4r;L— J A�Godik Ardt ArIl - CROSS COUNTRY ,. ~ -.... «� � ;;, GREENHOUSES UI Ii ,r` AND CUSTOM .. frfk>, 1.. Y.iU abut 1111.7"Ill.�11 CC 1218 SG Courtney Hoblock r<ovt��.H�in�c:ter: 14380 Oregon Road, !� Cutc RIDGE SECTION ue,NY 11935 h� PENT&R ROOFVENT FRAME SECTION �1END RAFTER MITRE DETAIL J7 ... .. ..... _.._„_ ........ ..a �•�- __ --- T.B. S ie.6 l � �- Ch¢ehed OY (11±. 055B 2� j R", llltl�� j 1-11 A", - c "ln" 77- 77' 'A, ",POST ANCHORING DETAIL TRUSS POST CLEAT DETAIL --F .......... DATED;SEPT 7 2021 EXPIRES:6/30/2024 �,'__ENTHE—r- _r"_jrEATACN-R 'Y'':'Alllll'�111- Cie" CROSS COUNTRY 111110 11 GREENHOUSES y 117 11 11111 j CC 1218 SG ...... ...... M�W�11LIQN- Courtney Hoblock 14380 Oregon Road, Cutchogue,NY 11935 TRIJSS/�ABLE ANCHOR ID TRUSS PLATE AT RIDGE 1-- .............. (2) 005C O+til a14 4 i Ivuu6 — � .f _ _. y W VENT FRAME 3D VIEW ilWtflf7Lfii_G 4IJ(,I 131 Gt9 VFNI l^RD.M( SS"LIOI y. ...,a,a / VENI'I 11AMI VEIIII i[FIt�: FRAME SLIULf LA'yPp _ V GI-AZINL 114JL--'�" OF NE GG w llilFtil.b f4AR-.'... 1t ""F W F- ,,"" I .-GLAZING D,F - p DATED:SEPT 7 2021 EXPIRES:6/30t2024 1 I I P I „ VLNt I�11N�E� I r'I f I i e kai �:.Y, Y U=,!,T 2 Ivor 4CROSS COUNTRY �•"` �° r' r, I i I I I -(LAzuv SAI_ ,r,. GREENHOUSES i I AND CUSTOM y 'ti E.:C 1218.9fi VENT OMMER ^, EXPLODED DOOR FRAME ASSEMBLY Alri Inwe "m Courtney Hoblock 14380 Oregon Road, Cutchogue,NY 11835 7.B. EXPLODED VENT ASSEMBLY Sem..NTs s:��r G.B. 006 COURTNEY HOBLOCK STRUCTURAL CALCULATIONS REPORT Client: Date: B.C. Greenhouse Builders Ltd 9/3/2021 Address: 14380 OREGON RD., CUTCHOGUE, NY 11935 ilyCdk.h..a CS'M: ,�,I■ [570M f�oc�® af,I,■ MOM r��,❑ � Ocfouh Shce C.br■ f1ASOh U40h U]IOR Project#: 5 0o NA M o 061-21-2661 Prepared by. ASA ENGINEERING M.E �� CIVIL.• 8TRUCT0RAL Approved by. o A104666 6036 Renaissance Place �' R0FESSIONP Toledo,OH 43623 S.A. P:(419)292-1983 F:(419)292-0955 pro-iects(a)aa-engineers.com DATED:SEPT 8 2021 EXPIRES: 6/30/2024 A&A ENGINEERING 6036 Renaissance Place Tel#(419)292-1983 CIVIL+ STRUCTURAL Toledo, Ohio 43623 Fax# (499)292-0966 www.aa-engincers.com Index of Contents I.SUMMARY 3 II. CODE INFORMATION 3 III.LOAD CALCULATIONS 3 IV.STRENGTH LOAD COMBINATIONS 4 V.SERVICE LOAD COMBINATIONS 5 VI.MATERIAL PROPERTIES 5 VII.SECTION PROPERTIES 5 VIII.MAXIMUM DEFLECTIONS 6 IX.ANCHOR CALCULATIONS 6 X.BRACING CHECK 7 XI.FOUNDATION DESIGN 7 APPENDICES Wind Load Calculations W 1 -W10 Analysis(STAAD Pro)Output File SO O1 -48 OF NEIN ��P C,5PADY A z i 1046 ROFES S IONP DATED:SEPT 8 2021 EXPIRES: 6/30/2024 COURTNEY HOBLOCK 14380 OREGON RD., CUTCHOGUE, NY 11935 061-21-2661 2 of 8 A&A ENGINEERING 6036 Renaissance Place Tel#(499)292-9983 CIVIL• STRUCTURAL Toledo, Ohio 43623 Fax# (419)292-0965 www.aa-angineers.com I.SUMMARY Building Size: Length: 18.83 ft Width: 12.71 ft Eave height: 5.64 ft Roof pitch: 12 / 12 Loads: Roof live load: 12 psf Ground snow load: 25 psf Wind speed: 130 mph Exposure: C Seismic Sds spectral response accel.: 0.189 g H.CODE INFORMATION Code: NYSBC(IBC 2018) Occupancy: Risk category: I Use group: U III.LOAD CALCULATIONS Dead load(D): Dead load(collateral): 1 psf Roof live load(L.): Roof live load: 12 psf Roof snow load(S): Thermal factor: 0.85 Sloped roof factor: 0.81 Exposure factor: 1.00 Importance factor: 0.80 Flat roof snow: 11.90 psf Sloped roof snow: 9.61 psf *Roof live load controls COURTNEY HOBLOCK 14380 OREGON RD., CUTCHOGUE, NY 11935 061-21-2661 3 of 8 A&A ENGINEERING 6036 Renaissance Place Tel#(419)292-1983 gig CIVIL• STRUCTURAL Toledo, Ohio 43623 Fax# (419)292-0955 www.aa-engineers.com Wind load(Wl: *See Appendix WI-W10 for wind load calculations. Earthquake load(E): Design category: B Site class: D Design spectral response acceleration at short periods: SDs = 0.189 g Design spectral response acceleration at is period: SDI = 0.08 g Response modification factor: R= 1 Occupancy importance factor: I= 1.00 Effective seismic weigth of structure: W= 922 lbs Seismic response coefficient: Cs = SDs I R/I --> Cs= 0.19 / 1.00 / 1.00 = 0.19 Seismic base shear: V= CSW --> V= 0.19 x 922 = 174 lbs From analysis, Base shear due to wind in longitudinal direction,V,,= 3670.00 lbs < V Base shear due to wind in transverse direction,Vw,,= 5824.00 lbs < V *Since seismic base shear is les than wind base shear in all direction, wind load controls lateral load design. See appendix for total rection in all lateral direction for different load cases. IV.STRENGTH LOAD COMBINATIONS 1.D+(Lr or S) 2.D+(0.6W or 0.7E) 3.D+0.75(Lr or S)+0.75(0.6W or 0.7E) 4. 0.6D+(0.6W or 0.7E) COURTNEY HOBLOCK 14380 OREGON RD., CUTCHOGUE, NY 11935 061-21-2661 4 of 8 1 A&A ENGINEERING 6086 Renaissance Place Tel#(439)292-1983 CIVIL. STRUCTURAL Toledo, Ohio 43623 Fax# (439)292-0955 www.aa-engineers.com V.SERVICE LOAD COMBINATIONS 1.D+(Lror S) 2.D+0.5 (LIor S) 3.D+Wa* *W,, is the 10 year MRI wind speed VI.MATERIAL PROPERTIES Aluminum*elastic modulus: E= 10100 ksi Aluminum alloy 6063-T52: Tension: F, = 22 ksi F y = 16 ksi Compression: FCy = 16 ksi Shear: Fsu = 13 ksi Fsy = 9 ksi Aluminum alloy 6063-T6: Tension: Ft. = 35 ksi F y = 31 ksi Compression: FCy = 31 ksi Shear: Fsu = 22 ksi Fsy = 17 ksi VII.SECTION PROPERTIES The section properties were taken as specified in the given die sheets. For members that acted in combination with other members (corner members, glazing bars with attached channels and end rafters) as well for member having their centroidal x and y axes different from their principal axes, the section properties were calculated using CAD software after plotting the combined(in the case of corner members and end-rafters) or individual member sections. The final section properties used are reproduced below: Section A Iz I Material RIDGE 1.241 0.488 3.478 6063-T5 GUTTER 0.337 0.217 0.131 6063-T5 CS20102 0.469 0.276 0.043 6061-T6 CS30153 1 1.055 1 1.397 1 0.22 1 6063-T6 TG BAR 1 0.45 1 0.089 1 0.043 1 6063-TS A20102 1 0.359 1 0.017 1 0.16 1 6063-T6 Units:inches. COURTNEY HOBLOCK 14380 OREGON RD., CUTCHOGUE, NY 11935 061-21-2661 5 of 8 A&A ENGINEERING 6036 Renaissance Plane Tel#(419)292-1983 CIVIL• STRUCTURAL Toledo, Ohio 43623 Fax# (419)292-0955 www.aa-engineers.com VHI.MAXIMUM DEFLECTIONS Serviceability load cases considered only. Maximum deflection in x direction: xmax= 0.52 in < Ly/120= 1.20 in OK Maximum deflection in y direction: ymax= 0.14 in < LX/180= 0.85 in OK Maximum deflection in z direction: zmax= 0.64 in < Ly/120= 1.20 in OK IX.ANCHOR CALCULATIONS Glazing bar base: a.Reactions Maximum uplift: F„p = 95.29 lbs Maximum bearing: Fd„ = 43.97 lbs Maximum shear: Fs = 41.68 lbs Spacing of supports in analytical model: s,,, = 24.00 in On center spacing of anchors: Sb = 12.00 in Actual uplift per anchor: F„P , = Fup(S b/s,„) -> F„P a= 95.29 x 12 / 24 = 47.7 lbs Actual shear per anchor: Fs,q = Fs(s b/S,,,) -> F,,a= 41.68 x 12 / 24 = 20.84 lbs b.Anchors Anchor type: Hild Kwik Con II Anchor Anchor diameter: db = 0.25 in Embedment depth: h, = 1.75 in Uplift capacity per anchor: 4 Fup,b= 425.00 lbs > F„p,a= 95.29 lbs OK Shear capacity per anchor: --> F,,b= 560.00 lbs > Fs,a= 41.68 lbs OK Truss base: a.Reactions Maximum uplift: F„p = 621.94 lbs Maximum bearing: Fd„ = 549.45 lbs Maximum shear: Fs = 534.97 lbs Number of bolts at connection: n b = 2 Actual uplift per bolt: Fup,Q = F„p/n b COURTNEY HOBLOCK 14380 OREGON RD., CUTCHOGUE, NY 11935 061-21-2661 6 of 8 I , A&A ENGINEERING 6036 Renaissance Place Tel#(499)292-1983 CIVIL• STRUCTURAL Toledo, Ohio 43623 Fax# (499) 292-0955 www.aa-engineers.com -� F„P ,= 621.94 / 2 = 311 lbs Actual shear per bolt: FS'a = F,In b -> F,,a= 534.97 / 2 = 267 lbs b.Anchors Anchor type: Hilti HIT BY 270A dhesive Anchor(ESR 4143) Anchor diameter: db = 0.50 in Embedment depth: h, = 3.25 in Minimum concrete compressive strength: f = 2500 psi Anchor min. spacing s=4 in Uplift capacity per anchor: -->Fnp,b=812.5 lbs > Fnp,a= 310.97 lbs OK Shear capacity per anchor: ->Fs,b=272.7 lbs > F,,a= 267.49 lbs OK X.BRACING CHECK a.Forces Maximum tension force in brace: T m� = 1072 lbs b.Brace element check Gross area of bracing: A = 0.50 in Effective area of bracing: A, = 0.30 inz Allowable tensile yield strength of bracing: Tb., =Fn A g/1.65 -> Tby= 25 x 0.50 / 1.65 = 7575.76 lbs > Tn,ax= 1072 lbs OK Allowable tensile rupture strength of bracing: Tb,. =F,uA,1k,1.95 Tb,= 30 x 0.30 / ( 1.00 x 1.95 ) = 4615.38 lbs > T,,,ax= 1072 lbs OK COURTNEY HOBLOCK 14380 OREGON RD., CUTCHOGUE, NY 11935 061-21-2661 7 of 8 A&A ENGINEERING 6036 Renaissance Place Tel#(419)292-1983 CIVIL• STRUCTURAL Toledo, Ohio 43623 Fax# (419)292-0958 www.aa-engineers.com APPENDICES COURTNEY HOBLOCK 14380 OREGON RD., CUTCHOGUE, NY 11935 061-21-2661 8 of 8 Tltle September 03, 2021 Project Name: COURTNEY HOBLOCK Project Number: 061-21-2661 Customer Name: BC GREENHOUSE Address: , CUTCHOGUE, NY, 11935 Prepared By: ME ---------------------- 7 A B 3 Disclaimer/Copyright These calculations are based on the ASCE 7-98,ASCE 7-02,ASCE 7-05,ASCE 7-10,and ASCE7-16 Standard Practices for determining the minimum wind loads,and intended performance goals,for buildings,other structures and their nonstructural components that are subject to building code requirements.While the information presented by this program is believed to be correct,SDG,Inc.neither intends for this program to replace the sound judgment of a competent professional,having knowledge and experience In the appropriate field(s)of practice,nor to substitute for the standard of care required of such a professional in Interpreting and applying the results of the report provided by the WLS 2019 program. SDG,Inc.disclaims any responsibility for any particular results relating to the use of the WLS 2019 Program.SDG,Inc.disclaims any liability for any personal injury or any loss or damage of any kind, including all indirect, special, or consequential damages and lost profits, arising out of or relating to the use of the WLS 2019 program.Any individual who relies on the WLS2019 program assumes all liability arising from its use. This program contains terminology and figures from ASCE Standard 7,Minimum Design Loads for Buildings and Other Structures Copyright©by the American Society of Civil Engineers(ASCE)[in conjunction with the Structural Engineering Institute(SEI)],1801 Alexander Bell Drive,Reston,VA 20191-4400.ASCE permitted the use of this material under a copyright release dated February 2,2000.SDG,Inc.gratefully acknowledges ASCE's cooperation in permitting the use of this material. Signature/Stamp 'Input September 03, 2021 Site Information Wind Dir. Exposure 1 C 2 C 3 C 4 C Basic Wind Speed: 130 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. Page 2 of 8 'Input Cont. September 03, 2021 Structure Information Structure Type: Building Structure Category: I Enclosure Classification: Enclosed Main Section Wall Len th ft Overhang ft 1 18.8 0.00 2 12.7 0.00 3 18.8 0.00 4 12.7 0.00 Eave Height: 5.64 ft Parapet Height: 0.00 ft Parapet Enclosure: Solid Roof Shape: Gabled Roof Sloe X:12 A & B 12.0 Top M W1 A B W. 4 Front Right LA WI W4 W3, W4 W3 W2 Page 3 of 8 Input Cont. September 03, 2021 Composite Drawing A � 3 Page 4of8 'ASCE 7-16 Wind Load Report - Wind Direction 1 September 03, 2021 This data was calculated using the building of all heights method. # I Surface z (ft) q (psf) I G Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/-GCpi (psf) 1 Windward Wall 5.64 30.2 0.898 0.800 0.180 21.7 16.3 27.1 2 Side Wall 8.82 30.2 0.898 -0.700 0.180 -19.0 -24.4 -13.5 3 Leeward Wall 8.82 30.2 0.898 -0.500 0.180 -13.6 -19.0 -8.12 4 Side Wall 8.82 30.2 0.898 -0.700 0.180 -19.0 -24.4 -13.5 A Windward Roof 8.82 30.2 0.898 0.361 0.180 9.79 4.36 15.2 B Leeward Roof 8.82 30.2 0.898 -0.600 0.180 -16.3 -21.7 -10.8 This is load case 1 in ASCE 7-16 Figure 27.3-8. See Figure 27.3-8 for other cases. Page 5 of 8 ASCE 7-16 Wind Load Report - Wind Direction 2 September 03, 2021 This data was calculated using the building of all heights method. # I Surface z (ft) I q (psf) I G I Cp I GCpi I Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) 1 Side Wall 8.82 30.2 0.901 -0.700 0.180 -19.1 -24.5 -13.6 2 Windward Wall 8.82 30.2 0.901 0.800 0.180 21.8 16.3 27.2 12.0 30.2 21.8 16.3 27.2 3 Side Wall 8.82 30.2 0.901 -0.700 0.180 -19.1 -24.5 -13.6 4 Leeward Wall 8.82 30.2 0.901 -0.404 0.180 -11.0 -16.4 -5.55 A&B Roof 0.00 - 4.41* 30.2 0.901 -0.900 0.180 -24.5 -29.9 -19.1 4.41 - 8.82* 30.2 -24.5 -29.9 -19.1 8.82 - 17.6* 30.2 -0.500 -13.6 -19.0 -8.18 17.6 - 18.8* 30.2 -0.300 -8.17 -13.6 -2.73 0.00 - 18.8* 30.2 -0.180 -4.90 -10.3 0.536 This is load case 1 in ASCE 7-16 Figure 27.3-8. See Figure 27.3-8 for other cases. * Distance from windward edge. Page 6 of 8 .ASCE 7-16 Wind Load Report - Wind Direction 3 September 03, 2021 This data was calculated using the building of all heights method. # I Surface z (ft) q (psf) I G Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/-GCpi (psf) 1 Leeward Wall 8.82 30.2 0.898 -0.500 0.180 -13.6 -19.0 -8.12 2 Side Wall 8.82 30.2 0.898 -0.700 0.180 -19.0 -24.4 -13.5 3 Windward Wall 5.64 30.2 0.898 0.800 0.180 21.7 16.3 27.1 4 Side Wall 8.82 30.2 0.898 -0.700 0.180 -19.0 -24.4 -13.5 B Windward Roof 8.82 30.2 0.898 0.361 0.180 9.79 4.36 15.2 A Leeward Roof 8.82 30.2 0.898 -0.600 0.180 -16.3 -21.7 -10.8 This is load case 1 in ASCE 7-16 Figure 27.3-8. See Figure 27.3-8 for other cases. Page 7 of 8 ASCE 7-16 Wind Load Report - Wind Direction 4 September 03, 2021 This data was calculated using the building of all heights method. # I Surface z (ft) q (psf) G Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) 1 Side Wall 8.82 30.2 0.901 -0.700 0.180 -19.1 -24.5 -13.6 2 Leeward Wall 8.82 30.2 0.901 -0.404 0.180 -11.0 -16.4 -5.55 3 Side Wall 8.82 30.2 0.901 -0.700 0.180 -19.1 -24.5 -13.6 4 Windward Wall 8.82 30.2 0.901 0.800 0.180 21.8 16.3 27.2 12.0 30.2 21.8 16.3 27.2 A&B Roof 0.00 - 4.41* 30.2 0.901 -0.900 0:180 -24.5 -29.9 -19.1 4.41 - 8.82* 30.2 -24.5 -29.9 -19.1 8.82 17.6* 30.2 -0.500 -13.6 -19.0 -8.18 17.6 - 18.8* 30.2 -0.300 -8.17 -13.6 -2.73 0.00 - 18.8* 30.2 -0.180 -4.90 -10.3 0.536 This is load case 1 in ASCE 7-16 Figure 27.3-8. See Figure 27.3-8 for other cases. * Distance from windward edge. Page 8 of 8 Job No Sheet No Rev 061-21-2661 S01 /23 Software licensed to A and A Engineering Part CONNECTED User.Mashahed Enshad Job Title COURTNEY HOBLOCK Ref By ME Date9/2/2021 Chd SA Client B.C.Greenhouses Builders Ltd. File 061-212661 2.STD DateMme 07-Sep-2021 09:02 Job Information Engineer Checked Approved Name: ME SA Date: 9/2/2021 7/13/2021 Project ID Project Name Structure Type SPACE FRAME Number of Nodes 214 Highest Node 511 Number of Elements 405 Highest Beam 693 Number of Basic Load Cases 9 Number of Combination Load Cases 48 Included in this printout are data for.- NF or.NF Included in this Printout are results for load cases: Type L/C Name Combination 100 'l.00DL' Combination 101 'l.00DL+1.00S' Combination 102 'l.00DL+0.60WXP' Combination 103 'l.00DL+0.60WXN' Combination 104 '1.00DL+0.60WZP' Combination 105 '1.00DL+0.60WZN' Combination 106 'l.00DL+0.45WXP+0.45WZP' Combination 107 '1.00DL+0.45WXP+0.45WZN' Combination 108 '1.00DL+0.45WXN+0.45WZP' Combination 109 '1.00DL+0.45WXN+0.45WZN' Combination 110 '1.00DL+0.75S+0.45WXP' Combination 111 '1.00DL+0.75S+0.45WXN' Combination 112 'l.00DL+0.75S+0.45WZP' Combination 113 'l.00DL+0.75S+0.45WZN' Combination 114 '1.00DL+0.75S+0.34WXP+0.34WZP' Combination 115 'l.00DL+0.75S+0.34WXP+0.34WZN' Combination 116 'l.00DL+0.75S+0.34WXN+0.34WZP' Combination 117 '1.00DL+0.75S+0.34WXN+0.34WZN' Combination 118 'O.60DL+0.60WXP' Combination 119 'O.60DL+0.60WXN' Combination 120 'O.60DL+0.60WZP' Combination 121 'O.60DL+0.60WZN' Combination 122 'O.60DL+0.45WXP+0.45WZP' Combination 123 'O.60DL+0.45WXP+0.45WZN' Combination 124 'O.60DL+0.45WXN+0.45WZP' Print Time/Date:08/09/2021 09:05 STAAD.Pro CONNECT Edition 22.07.00.160 Print Run 1 of 23 Job Na Sheet No Rev 061-21-2661 S02 /23 Software licensed to A and A Engineering Part CONNECTED User:Mashahed Enshad Job Title COURTNEY HOBLOCK Ref By ME Date9/2/2021 Chd SA Client B.C.Greenhouses Builders Ltd. File 061-212661_2.STD Date/Tme 07-Sep-2021 09:02 Job Information Cont... Type L/C Name Combination 128 1.0061-+0.70EZ' Combination 129 '1.00DL+-0.70EZ' Combination 130 '1.00DL+0.75S+0.53EX' Combination 131 '1.00DL+0.75S+-0.53EX' Combination 132 '1.00DL+0.75S+0.53EZ' Combination 133 '1.00DL+0.75S+-0.53EZ' Combination 134 'O.60DL+0.70EX' Combination 135 'O.60DL+-0.70EX' Combination 136 'O.60DL+0.70EZ' Combination 137 'O.60DL+-0.70EZ' Combination 200 '1.00DL+1.00S' Combination 201 '1.00DL+0.50S' Combination 202 '1.00DL+0.50S+0.39WXP' Combination 203 1.00DL+0.50S+0.39WXN' Combination 204 '1.00DL+0.50S+0.39WZP' Combination 205 '1.00DL+0.50S+0.39WZN' Combination 206 '1.00DL+0.50S+0.29WXP+0.29WZP' Combination 207 '1.00DL+0.50S+0.29WXP+0.29WZN' Combination 208 '1.00DL+0.50S+0.29WXN+0.29WZP' Combination 209 '1.00131-+0.50S+0.29WXN+0.29WZN' Section Properties Prop Section Area 1, lu J Material (int) (in4) (in4) (in4) 1 CS40204 1.875 0.695 4.414 0.040 ALUMINUM 2 LS2.00X2.00XO.187 0.721 0.430 0.113 0.009 ALUMINUM 3 A20102 0.359 0.160 0.017 0.002 ALUMINUM 4 CS30153 1.055 0.220 1.397 0.013 ALUMINUM 5 RIDGE 1.241 0.488 3.478 0.003 ALUMINUM 6 Rect 1.00x1.00 1.000 0.083332 0.083332 0.141 ALUMINUM 7 GUTTER 0.419 0.251 0.105 0.000 ALUMINUM 8 Rect 2.004.25 0.500 0.003 0.167 0.010 ALUMINUM 9 SG BAR 0.450 0.037 1 0.106 1 0.000 ALUMINUM Print Time/Date:08/09/2021 09:05 STAAD.Pro CONNECT Edition 22.07.00.160 Print Run 2 of 23 Job No Sheet No Rev 061-21-2661 S03 /23 Software licensed to A and A Engineering Part CONNECTED User:Mashahed Enshad Job Title COURTNEY HOBLOCK Ref By ME Date9/2/2021 Chd SA Client B.C.Greenhouses Builders Ltd. File 061-212661 2.STD DateMme 07-Sep-2021 09:02 Materials Mat Name E v Density a (kip/int) (kip/in3) (/°F) 1 STEEL 29E+3 0.300 0.000283 6.5E-6 2 CONCRETE 3.15E+3 0.170 8.68e-05 5.5E-6 3 ALUMINUM 10E+3 0.330 9.8e-05 12.8E-6 4 STAINLESSSTEEL 28E+3 0.300 0.000283 9.9E-6 5 STEEL-36-KSI 29E+3 0.300 0.000283 6.5E-6 6 STEEL-50-KSI 29E+3 0.300 0.000283 6.5E-6 7 STEEL 275 NMM2 29.7E+3 0.300 0.000 6.67E-6 8 STEEL 355 NMM2 29.7E+3 0.300 0.000 6.67E-6 Reference Load Cases Number Name Type R1 REF DEAD LOAD Dead Primary Load Cases Number Name Type 1 EX Seismic-H 2 EZ Seismic-H 3 DEAD Dead 4 ROOFLIVE Roof Live 5 WINDXP Wind 6 WINDXN Wind 7 WINDZP Wind 8 WINDZN Wind Combination Load Cases Comb. Combination UC Name Primary Primary UC Name Factor 100 '1.00DL' 3 DEAD 1.00 101 '1.00DL+1.00S' 3 DEAD 1.00 4 ROOFLIVE 1.00 102 '1.00DL+0.60WXP' 3 DEAD 1.00 5 WINDXP 0.60 103 '1.00DL+0.60WXN' 3 DEAD 1.00 6 WINDXN 0.60 104 '1.00DL+0.60WZP' 3 DEAD 1.00 7 WINDZP 0.60 105 '1.00131-+0.60WZN' 3 IDEAD 1.00 8 WINDZN 0.60 Print Time/Date:08/09/2021 09:05 STAAD.Pro CONNECT Edition 22.07.00.160 Print Run 3 of 23 Job No Sheet No Rev 061-21-2661 SO 4 /23 Software licensed to A and A Engineering Part CONNECTED User:Mashahed Enshad Job Title COURTNEY HOBLOCK Ref By ME Date9/2/2021 Chd SA Client B.C.Greenhouses Builders Ltd. File 061-212661 2.STD DateMme 07-Sep-2021 09:02 Combination Load Cases Cont... Comb. Combination L/C Name Primary Primary L/C Name Factor 106 '1.00DL+0.45WXP+0.45WZP' 3 DEAD 1.00 5 WINDXP 0.45 7 WINDZP 0.45 107 11.00DL+0.45WXP+0.45WZN' 3 DEAD 1.00 5 WINDXP 0.45 8 WINDZN 0.45 108 '1.00DL+0.45WXN+0.45WZP' 3 DEAD 1.00 6 WINDXN 0.45 7 WINDZP 0.45 109 '1.00DL+0.45WXN+0.45WZN' 3 DEAD 1.00 6 WINDXN 0.45 8 WINDZN 0.45 110 11.00DL+0.75S+0.45WXP' 3 DEAD 1.00 4 ROOFLIVE 0.75 5 WINDXP 0.45 111 '1.00DL+0.75S+0.45WXN' 3 DEAD 1.00 4 ROOFLIVE 0.75 6 WINDXN 0.45 112 '1.00DL+0.75S+0.45WZP' 3 DEAD 1.00 4 ROOFLIVE 0.75 7 WINDZP 0.45 113 11.00DL+0.75S+0.45WZN' 3 DEAD 1.00 4 ROOFLIVE 0.75 8 WINDZN 0.45 114 '1.00DL+0.75S+0.34WXP+0.34WZP' 3 DEAD 1.00 4 ROOFLIVE 0.75 5 WINDXP 0.34 7 WINDZP 0.34 115 11.00DL+0.75S+0.34WXP+0.34WZN' 3 DEAD 1.00 4 ROOFLIVE 0.75 5 WINDXP 0.34 8 WINDZN 0.34 116 '1.00DL+0.75S+0.34WXN+0.34WZP' 3 DEAD 1.00 4 ROOFLIVE 0.75 6 WINDXN 0.34 7 WINDZP 0.34 117 '1.00DL+0.75S+0.34WXN+0.34W7N' 3 DEAD 1.00 4 ROOFLIVE 0.75 6 WINDXN 0.34 8 WINDZN 0.34 118 'O.60DL+0.60WXP' 3 DEAD 0.60 5 WINDXP 0.60 119 'O.60DL+0.60WXN' 3 DEAD 0.60 6 WINDXN 0.60 120 'O.60DL+0.60WZP' 3 DEAD 0.60 Print Time/Date:08/091202109:05 STAAD.Pro CONNECT Edition 22.07.00.160 Print Run 4 of 23 Job No Sheet No. Rev 061-21-2661 SO 5 /23 Software licensed to A and A Engineering Part CONNECTED User:Mashahed Enshad Job Title COURTNEY HOBLOCK Ref By ME DatE9/2/2021 Chd SA Client B.C.Greenhouses Builders Ltd. Pile 061-212661 2.STD DateMme 07-Sep-2021 09:02 Combination Load Cases Cont... Comb. Combination LIC Name Primary Primary LIC Name Factor 7 WINDZP 0.60 121 'O.60DL+0.60WZN' 3 DEAD 0.60 8 WINDZN 0.60 122 'O.60DL+0.45WXP+0.45WZP' 3 DEAD 0.60 5 WINDXP 0.45 7 WINDZP 0.45 123 'O.60DL+0.45WXP+0.45WZN' 3 DEAD 0.60 5 WINDXP 0.45 8 WINDZN 0.45 124 'O.60DL+0.45WXN+0.45WZP' 3 DEAD 0.60 6 WINDXN 0.45 7 WINDZP 0.45 125 'O.60DL+0.45WXN+0.45WZN' 3 DEAD 0.60 6 WINDXN 0.45 8 WINDZN 0.45 126 '1.00DL+0.70EX' 3 DEAD 1.00 1 EX 0.70 127 '1.00DL+-0.70EX' 3 DEAD 1.00 1 EX -0.70 128 '1.00DL+0.70EZ' 3 DEAD 1.00 2 EZ 0.70 129 '1.00DL+-0.70EZ' 3 DEAD 1.00 2 1 EZ -0.70 130 '1.00DL+0.75S+0.53EX' 3 DEAD 1.00 4 ROOFLIVE 0.75 1 EX 0.52 131 '1.00DL+0.75S+-0.53EX' 3 DEAD 1.00 4 ROOFLIVE 0.75 1 EX -0.52 132 11.00DL+0.75S+0.53EZ' 3 DEAD 1.00 4 ROOFLIVE 0.75 2 EZ 0.52 133 '1.00DL+0.75S+-0.53EZ' 3 DEAD 1.00 4 ROOFLIVE 0.75 2 EZ -0.52 134 'O.60DL+0.70EX' 3 DEAD 0.60 1 EX 0.70 135 'O.60DL+-0.70EX' 3 DEAD 0.60 1 EX -0.70 136 'O.60DL+0.70EZ' 3 DEAD 0.60 2 EZ 0.70 137 'O.60DL+-0.70EZ' 3 DEAD 0.60 2 EZ -0.70 200 '1.00DL+1.00S' 3 DEAD 1.00 4 ROOFLIVE 1.00 Print Time/Date:08/09/2021 09:05 STAAD.Pro CONNECT Edition 22.07.00.160 Print Run 5 of 23 Job No Sheet No Rev 061-21-2661 S06 /23 Software licensed to A and A Engineering Part CONNECTED User:Mashahed Enshad Job Title COURTNEY HOBLOCK Ref By ME DatE9/2/2021 Chd SA Client B.C.Greenhouses Builders Ltd. File 061-212661 `2.STD DateTme 07-Sep-2021 09:02 Combination Load Cases Cont... Comb. Combination LIC Name Primary Primary L/C Name Factor 201 '1.00DL+0.50S' 3 DEAD 1.00 4 ROOFLIVE 0.50 202 '1.00DL+0.50S+0.39WXP' 3 DEAD 1.00 4 ROOFLIVE 0.50 5 WINDXP 0.39 203 '1.00DL+0.50S+0.39WXN' 3 DEAD 1.00 4 ROOFLIVE 0.50 6 WINDXN 0.39 204 '1.00DL+0.50S+0.39WZP' 3 DEAD 1.00 4 ROOFLIVE 0.50 7 WINDZP 0.39 205 '1.00DL+0.50S+0.39WZN' 3 DEAD 1.00 4 ROOFLIVE 0.50 8 WINDZN 0.39 206 '1.00DL+0.50S+0.29WXP+0.29WZP' 3 DEAD 1.00 4 ROOFLIVE 0:50 5 WINDXP 0.29 . 7 WINDZP 0.29 207 '1.00DL+0.50S+0.29WXP+0.29WZN' 3 DEAD 1.00 4 ROOFLIVE 0.50 5 WINDXP 0.29 8 WINDZN 0.29 208 '1.00DL+0.50S+0.29WXN+0.29WZP' 3 DEAD 1.00 4 ROOFLIVE 0.50 6 WINDXN 0.29 7 WINDZP 0.29 209 '1.00DL+0.50S+0.29WXN+0.29WZN' 3 DEAD 1.00 4 ROOFLIVE 0.50 6 WINDXN 0.29 8 WINDZN 0.29 Print Time/Date:08/09/202109:05 STAAD.Pro CONNECT Edition 22.07.00.160 Print Run 6 of 23 Job No Sheet No Rev 061-21-2661 S07 /23 Software licensed to A and A Engineering' Part CONNECTED User:Mashahed Enshad Job Title COURTNEY HOBLOCK Ref By ME DatE9/2/2021 Chd SA Client B.C.Greenhouses Builders Ltd. File 061-212661 2.STD Daterrme 07-Sep-2021 09:02 Entity Colorl g—d CSd020 N L52.00M.00%0.1270 .......,.. A201020 GS301ME RIOCEMI Rett 1.00x1.000 OU=RM I. R..Z00z0.25E T0_BAR1D SC_9ARW W-It PI-C,W[3 Oetault 5 Ijd Calor 9 OR 0 yet 12.710R T Load 100 Whole Structure Print Timeroate:08/09/202109:05 STAAD.Pro CONNECT Edition 22.07.00.160 Print Run 7 of 23 Job No Sheet No Rev 061-21-2661 S08 /23 Software licensed to A and A Engineering Part CONNECTED User:Mashahed Enshad Job Title COURTNEY HOBLOCK Ref ey ME DatE9/2/2021 Chd SA Client B.C.Greenhouses Builders Ltd. File 061-212661 2:STD Daterrime 07-Sep-2021 09:02 Entlty Colet Legend CSi0306� . LS2.00%2.0UX0.1s1W A20102: CS3010 RIGGEM Reet 1.00x1.000 GUTTER■ Rett 2.00x0.2SE TG BAR10 SG—BARE Oelault Plate Color[g W-It solid Calor bfl r Loaa 100 12.T10fl TYP. TRUSS Print Time/Date:08/09/2021 09:05 STAAD.Pro CONNECT Edition 22.07.00.160 Print Run 8 of 23 Job No Sheet No Rev 061-21-2661 S09 /23 Software licensed to A and A Engineering Part CONNECTED User:Mashahed Enshad Job Title COURTNEY HOBLOCK Ref By ME Date9/212021 Chd SA Client B.C.Greenhouses Builders Ltd. File 061-212661 2.STD DateMme 07-Sep-2021 09:02 Node Displacement Summary Node L/C X Y Z Resultant rX rY rZ (in) (in) (in) (in) (rad) (rad) (rad) MaxX 466 102:'1.00DL+( 0.519 0.117 0.001 0.532 0.000 -0.001 0.001 Min 348 101:'1.00DL+ -0.105 -0.001 0.000 0.105 -0.000 -0.001 0 Max Y 466 122:'0.60DL+( 0.391 0.144 0.232 0.477 0.001 -0.001 0.000 Min Y 463 110:1.00DL+( 0.383 -0.128 -0.000 0.403 -0.000 -0.001 0.000 Max Z 296 105:1.00DL+( -0.000 -0.000 0.642 0.642 0.000 -0.000 0.000 Min Z 315 129:1.00DL+- -0.000 0.000 -0.091 0.091 -0.000 -0.000 0.000 Max rX 322 121:'0.60DL+( -0.006 0.001 0.406 0.406 0.011 0.005 0.000 Min rX 378 122:'0.60DL+( 0.076 0.009 0.232 0.244 -0.003 0.007 0.000 Max rY 378 118:'0.60DL+( 0.094 0.005 0.001 0.094 -0.003 0.007 0.000 Min rY 379 118:'0.60DL+( 0.096 0.005 0.001 0.096 0.003 -0.007 0.000 Max rZ 390 118:'0.60DL+( 0.355 0.022 -0.001 0.356 0.000 0.000 0.004 Min rZ 424 118:'0.60DL+( 0.171 0.001 -0.000 0.171 -0.000 -0.001 -0.008 Max Rst 354 121:'0.60DL+( 1 -0.000 0.027 0.642 0.642 1 -0.000 0.000 -0.000 Beam Maximum Forces by Section Property. Axial Shear Torsion Bending Section Max Fx Max Fy Max Fz Max Mx Max My Max Mz (kip) (kip) (kip) (kip-in) (kip-in) (kip-in) CS40204 Max+ve 0.674 0.524 0.053079 0.066 1.539- 18.566 Max-ve -0.767 -0.372 -0.079 -0.063 -1.056 -16.107 LS2.00X2.00XO.187 Max+ve 0.161 0.067 1 0.052 0.006 1.002 0.303 Max-ve -0.501 -0.093 1 -0.052 -0.006 -0.714 -0.486 A20102 Max+ve 0 0.001437 0.037 0.002 0.232 0.234 Max-ve 0 -0.014 -0.037 -0.002 -0.388 -0.226 CS30153 Max+ve 0.432 0.136 0.058 0.008 0.666 2.029 Max-ve -0.426 -0.136 -0.053 -0.008 -0.853 -2.011 RIDGE Max+ve 0.052 0.155 0.031 0.000 0.496 2.048 Max-ve -0.039 -0.155 -0.031 -0.000 -0.204 -2.176 Rect 1.00x1.00 Max+ve 0.121 0.000 0.000 0 0.000 0.000 Max-ve -0.322 -0.000 -0.000 0 -0.000 -0.000 GUTTER Max+ve 0.262 0.011 0.018 0 0.177 0.115 Max-ve -0.032 -0.013 -0.018 0 -0.150 -0.070 Rect 2.000.25 Max+ve 0.122 0 0 0 0 0 Max-ve -1.072 0 0 0 0 0 SG BAR Max+ve 1.014 0.090 0.067 0.003 0.544 0.740 Max-ve -0.292 -0.136 1 -0.059 -0.003 -0.490 -0.813 Print Time/Date:0810912021 09:05 STAAD.Pro CONNECT Edition 22.07.00.160 Print Run 9 of 23 Job No Sheet No Rev 061-21-2661 S010 /23 Software licensed to A and A Engineering Part CONNECTED User.Mashahed Enshad Job Title COURTNEY HOBLOCK Ref By ME Dat'9/212021 Chd SA Client B.C.Greenhouses Builders Ltd. File 061-212661 2.STD DateMme 07-Sep-2021 09:02 ErN1y colo.Legato cs10:a■ L52.00%AX0.187■ arse A20102■ CS30100 R MEN dF7 RM 1.00[1.000 OBi'rER■ A41 Re 100,035■ &44 TO BAR10 SO BAR■ &= i6 Default Plme Coler® OefaNf solid Color■ �51 g31 j37 N2 Apo A147 A71 ,52 &7 [!157 &28 &6 Ap q' a 7 Al A13 Load 100 SUPPORT NODES Print Time/Date:08/09/2021 09:05 STAAD.Pro CONNECT Edition 22.07.00.160 Print Run 10 of 23 Job No Sheet No Rev 061-21-2661 S011 /23 Software licensed to A and A Engineering Part CONNECTED User:Mashahed Enshad Job Title COURTNEY HOBLOCK Ref By ME Date9/2/2021 Chd SA Client. B.C.Greenhouses Builders Ltd. File 061-212661 2.STD DateMme 07-Sep-2021 09:02 Reaction Summary Horizontal Vertical Horizontal Moment Node LIC FX FY FZ MX MY MZ (kip) (kip) (kip) (kip-in) (kip"in) (kip-in) Max FX 342 1 01:1.00DL+' 0.193 0.549 -0.000 -0.001 0.002 -5.720 Min FX 357 118:'0.60DL+( -0.535 -0.349 =0.000 0.002 0.000 18.570 Max FY 317 107:'1.00DL+( -0.019 1.272 -0.007 0 0 0 Min FY 328 118:'0.60DL+( -0.415 -1.101 0.003 0 0 0 Max FZ 332 118:'0.60DL+( -0.024 -0.097 0.043 0 0 0 Min FZ 307 105:1.00DL+( 0.009 -0.013 -0.417 -14.237 -0.348 -0.151 Max MX 323 129:'1.00DL+ 0.000 0.014 0.008 0.756 -0.001 0.001 Min MX 304 105:'1.00DL+( -0.009 -0.013 -0.417 -14.237 0.348 0.150 Max MY 304 121:'0.60DL+( -0.009 -0.034 -0.417 -14.232 0.348 0.151 Min MY 307 121:'0.60DL+( 0.009 -0.033 -0.417 -14.231 -0.348 -0.152 Max MZ 357• 118:'0.60DL+( -.0.535 -0.349 -0.000 0.002 0.000 18.570 Min MZ 342 1011.00DL+ 0.193 1 0.549 -0.000 1 -0.001 0.002 -5.720 Reaction Envelope Horizontal Vertical Horizontal Moment Node Env FX FY FZ MX MY MZ (kip) (kip) (kip) (kip-in) (kip in) (kip-in) 294 +ve 0.001 0.042 0.000 0 0 0 294 +ve Load: 131 Load:131 Load: 129 - - 294 -ve -0.031 -0.191 -0.026 0 0 0 294 -ve Load: 119 Load: 118 Load: 121 - - 298 +ve 0.002 1.028 0.000 0 0 0 298 +ve Load:121 Load: 102 Load:102 - - 298 -ve -0.026 -0.052 -0.026 0 0 0 298 -ve Load: 102 Load:135 Load: 121 - - 302 +ve 0.003 0.086 0.003 0 0 0 302 +ve Load:104 Load:101 Load: 119 - 302 -ve -0.007 -0.163 -0.041 0 0 0 302 -ve Load: 118 Load: 124 Load: 105 - - - 304 +ve 0.004445 0.290 0.020 0.733 0.348 1.493 304 +ve Load: 131 Load: 110 Load:119, Load: 137 Load: 121 Load: 118 304 -ve -0.072 -0.050 -0.417 -14.237 -0.001 -0.083 304 -ve Load: 118 Load: 120 Load: 105 Load: 105 Load: 133 Load:131 307 +ve 0.009 0.160 0.006 0.730 0.001 1.533 307 +ve Load: 121 Load:101 Load: 137 Load: 137 Load:133 Load:102 307 -ve -0.075 -0.050 -0.417 -14.237 -0.348 -0.152 307 -ve Load: 102 Load: 120 Load: 105 Load: 105 Load:121 Load: 121 309 +ve 0.023 0.111 0.000 0 0 0 309 +ve Load: 135 Load: 131 Load: 136 - - - 309 -ve -0.415 -1.098 -0.041 0 0 0 309 -ve Load: 102 Load: 118 Load:105 - - 313 +ve 0.001 0.675 0.001 0 1 0 0 Printriime/Date:08/0912021 09:05 STAAD.Pro CONNECT Edition 22.07.00.160 Print Run 11 of 23 Job No Sheet No Rev 061-21-2661 S012 /23 Software licensed to A and A Engineering Part CONNECTED User:Mashahed Enshad Job Title COURTNEY HOBLOCK Ref By ME Date9/2/2021 Chd SA Client B.C.Greenhouses Builders Ltd. File 061-212661 2.STD Datemme 07-Sep-2021 09:02 Reaction Envelope Cont... Horizontal Vertical Horizontal Moment Node Env FX FY FZ MX MY MZ (kip) (kip) (kip) (kip-in) (kip-in) (kip-in) 313 +ve Load:112 Load: 105 Load:119 - - - 313 -ve -0.031 -0.190 -0.016 0 0 0 313 -ve Load:119 Load:118 Load:104 - - - 317 +ve 0.000 1.272 0.000 0 0 0 317 +ve Load: 135 Load: 107 Load: 137 - - - 317 -ve -0.026 -0.071 -0.016 0 .0 0 317 -ve Load: 102 Load: 137 Load: 104 - - - 321 +ve 0.000 0.086 0.001 0 0 0 321 +ve Load:131 Load: 101 Load: 132 - - 321 -ve -0.007 -0.144 -0.025 0 0 0 321 -ve Load: 118 Load: 124 Load: 120 - - - 323 +ve 0.005 0.409 0.009 0.756 0.210 1.495 323 +ve Load: 112 Load: 107 Load: 133 Load: 129 Load: 104 Load: 118 323 -ve -0.072 -0.007 -0.256 -8.787 -0.001 -0.082 323 -ve Load: 118 Load: 137 Load:120 Load: 120 Load: 118 Load: 131 326 +ve 0.002 0.334 0.020 0.752 0.001 1.527 326 +ve Load: 135 Load: 113 toad: 102 Load: 129 Load:137 Load: 102 326 -ve -0.075 -0.007 -0.255 -8.779 -0.210 -0.056 326 -ve Load: 102 Load: 137 Load: 120 Load: 120 Load:104 Load: 135 328 +ve 0.023 0.111 0.003 0 0 0 328 +ve Load: 135 Load: 131 Load:102 - - - 328 -ve -0.415 -1.101 -0.025 0 0 0 328 -ve Load: 102 Load:118 Load:120 - - - 332 +ve 0.003 0.036 0.043 0 0 0 332 +ve Load:121 Load:101 Load:118 - - - 332 -ve -0.044 -0.103 -0.005 0 0 0 332 -ve Load:103 Load:122 Load:105 - - - 336 +ve 0.001 0.036 0.000 0 0 0 336 +ve Load:101 Load:101 Load:137 - - - 336 -ve -0.029 -0.065 -0.005 0 0 0 336 -ve Load:118 Load: 122 Load:105 - - - 337 +ve 0.000 0.044 0.000 0 0 0 337 +ve Load:121 Load:110 Load:129 - - - 337 -ve -0.042 -0.052 -0.005 0 0 0 337 -ve Load:103 Load:120 Load:121 - - - 341 +ve 0.001 0.042 0.000 0 0 0 341 +ve Load:112 Load:101 Load:129 1 - 341 -ve -0.026 -0.095 -0.005 0 0 0 341 -ve Load:118 Load:122 Load:121 - - - 342 +ve 0.193 0.549 0.002 0.051 0.002 18.567 342 +ve Load: 101 Load: 101 Load:137 Load: 137 Load:101 Load: 118 342 -ve -0.535 -0.621 -0.052 -1.048 -0.005 -5.720 342 -ve Load:118 Load:122 Load:105 Load:105 Load:123 Load:101 346 +ve 0.124 0.548 0.002 0.050205 0.003 16.105 Print-nmelDate:08109/202109:05 STAAD.Pro CONNECT Edition 22.07.00.160 Print Run 12 of 23 Job No Sheet No Rev 061-21-2661 SO 13 /23 Software licensed to A and A Engineering Part CONNECTED User.Mashahed Enshad Job Title COURTNEY HOBLOCK Ref Ely ME Date9/2/2021 Chd SA Client B.C.Greenhouses Builders Ltd. File 061-212661 2.STD Daternme 07-Sep-2021 09:02 Reaction Envelope Cont... Horizontal Vertical Horizontal Moment Node Env FX FY FZ MX MY MZ (kip) (kip) (kip) (kip-in) (kip-in) (kip-in) 346 +ve Load:120 Load: 101 Load: 137 Load: 137 Load: 121 Load: 102 346 -ve -0.472 -0.492 -0.052 -1.048 -0.003 -3.600 346 -ve Load:110 Load: 124 Load: 105 Load: 105 Load: 110 Load: 120 347 +ve 0.000 0.043 0.000 0 0 0 347 +ve Load: 130 Load: 110 Load: 137 - - - 347 -ve -0.041 -0.027 -0.005 0 0 0 347 -ve Load: 119 Load: 120 Load: 105 - - 351 +ve 0.001 0.038 0.000 0 0 0 351 +ve Load: 121 Load: 101 Load: 137 - - - 351 -ve -0.025 -0.071 -0.005 0 0 0 351 -ve Load: 102 Load: 122 Load: 105 - - - 352 +ve 0.000 0.043 0.000 0 0 0 352 +ve Load: 130 Load: 110 Load: 129 - - 352 -ve -0.041 -0.050 -0.005 0 0 0 352 -ve Load: 119 Load:120 Load:121 - - 356 +ve 0.001 0.038 0.000 0 0 0 356 +ve Load: 121 Load:101 Load: 129 - - - 356 -ve -0.025 -0.087 -0.005 0 0 0 356 -ve Load:102 Load:122 Load:121 - - 357 +ve 0.193 0.549 0.002 0.052472 0.000 18.570 357 +ve Load: 101 Load: 101 Load:129 Load: 137 Load: 118 Load: 118 357 -ve -0.535 =0.622 -0.052 -1.048 -0.003 -5.718 357 -ve Load: 118 Load:122 Load: 121 Load: 105 Load:111 Load:101 361 +ve 0.140 0.547 0.002 0.051 0.001 16.110 361 +ve Load: 120 Load: 101 Load: 129 Load: 137 Load:112 Load:102 361 -ve -0.472 -0.493 -0.052 -1.048 -0.001 -3.943 361 -ve Load:110 Load: 124 Load: 121 Load: 105 Load: 119 Load: 120 362 +ve 0.000 0.044 0.000 0 0 0 362 +ve Load: 134 Load: 110 Load: 137 - - - 362 -ve -0.042 -0.035 -0.005 0 0 0 362 j -ve Load: 103 Load: 120 Load: 105 - - - 366 +ve 0.001 0.043 0.000 0 0 0 366 +ve Load: 112 Load: 101 Load: 137 - - - 366 -ve -0.026 -0.083 -0.005 0 0 0 366 -ve Load:118 Load: 122 Load: 105 - - - 367 +ve 0.000 0.125 0.043 0 0 0 367 j +ve Load: 134 Load: 129 Load: 129 - - 367 -ve -0.044 -0.952 -0.353 0 0 0 367 -ve Load:103 Load: 121 Load: 121 - - 371 +ve 0.002 0.123 0.042 0 0 0 371 +ve Load: 112 Load: 129 Load: 129 - - - 371 -ve 1 -0.029 1 -0.951 -0.353 0 0 10 371 -ve Load: 118 1 Load: 121 Load: 121 - - - Print Time/Date:08/09/2021 09:05 STAAD.Pro CONNECT Edition 22.07.00.160 Print Run 13 of 23 Job No Sheet No Rev 061-21-2661 S014 /23 Software licensed to A and A Engineering Part CONNECTED User:Mashahed Enshad Job Title COURTNEYHOBLOCK Ref By ME Date9/2/2021 Chd SA Client B.C.Greenhouses Builders Ltd. Pile 061-212661 2.STD Daternme 07-Sep-2021 09:02 Failed Members There is no data of this type. Statics Check Results L/C FX FY FZ MX MY MZ (kip) (kip) (kip) (kip-in) (kip-in) (kip-in) 1:EX Loads 0.174 0 0 0 19.678 -17.790 1:EX Reactions -0.174 0.000 -0.000 -0.000 -19.678 17.790 Difference -0.000 0.000 -0.000 -0.000 -0.000 -0.000 2:EZ Loads 0 0 0.174 17.790 -13.209 0 2:EZ Reactions 0.000 0.000 -0.174 -17.790 13.209 0.000 Difference 0.000 0.000 0.000 0.000 -0.000 0.000 3:DEAD Loads 0.000 -0.922 -0.000 104.076 0.000 -69.639 &DEAD Reactions -0.000 0.922 0.000 -104.076 -0.000 69.639 Difference -0.000 0.000 -0.000 -0.000 -0.000 -0.000 4:ROOFLIVE Loads -0.000 -2.874 0 324.654 -0.000 -219.137 4:ROOFLIVE Reactions 0.000 2.874 0.000 -324.654 0.000 219.137 Difference -0.000 0.000 0.000 -0.000 1 -0.000 -0.000 5:WINDXP Loads 5.824 3.117 0 -352.186 657.960 -29.563 5:WINDXP Reactions -5.824 -3.117 0.000 352.186 -657.960 29.563 Difference -0.000 0.000 0.000 -0.000 -0.000 -0.000 6:WINDXN Loads 3.214 3.112 0 -351.612 363.130 146.379 6:WINDXN Reactions -3.214 -3.112 -0.000 351.612 -363.130 -146.379 Difference -0.000 -0.000 -0.000 -0.000 -0.000 0.000 7:WINDZP Loads -0.000 5.690 2.292 -516.619 -174.776 433.886 7:WINDZP Reactions 0.000 -5.690 -2.292 516.619 174.776 -433.886 Difference 0.000 -0.000 -0.000 0.000 0.000 0.000 8:WINDZN Loads -0.000 3.100 3.670 -148.190 -279.898 236.430 8:WINDZN Reactions 0.000 -3.100 -3.670 148.190 279.898 -236.430 Difference 0.000 -0.000 0.000 0.000 -0.000 0.000 PrintTimelDate:08109/2021 09:05 STAAD.Pro CONNECT Edition 22.07.00.160 Print Run 14 of 23 Job No Sheet No Rev 061-21-2661 S015 /23 Software licensed to A and A Engineering Part CONNECTED User:Mashahed Enshad Job Title COURTNEY HOBLOCK Ref By ME Date9/2/2021 Chd SA Client B.C.Greenhouses Builders Ltd. File 061-212661 2.STD DateMme 07-Sep-2021 09:02 Utilization Ratio Beam Analysis Design Actual Allowabl Ratio Clause L/C Ax Iz ly Ix Property Property Ratio Ratio (Act./Allow.) (int) (in4) (in') (in4) 268 SG BAR SG BAR 0.379 1.000 0.379 0.450 0.106 0.037 0.000 269 SG-BAR SG-BAR 0.649 1.000 0.649 0.450 0.106 0.037 0.000 270 SG BAR SG BAR 0.273 1.000 0.273 0.450 0.106 0.037 0.000 272 A20102 A20102 0.217 1.000 0.217 0.359 0.160 0.0167 0.002 273 LS2.00X2.00 LS2.00X2.00 0.278 1.000 0.278 0.721 0.111 0.435 0.009 274 LS2.00X2.00 LS2.00X2.00 0.168 1.000 0.168 0.721 0.111 0.435 0.009 275 SG BAR SG BAR 0.419 1.000 0.419 0.450 0.106 0.037 0.000 276 CS40204 CS40204 0.506 1.000 0.506 1.875 4.414 0.695 0.040 278 CS40204 CS40204 0.442 1.000 0.442 1.875 4.414 0.695 0.040 279 SG-BAR SG_BAR 0.343 1.000 0.343 0.450 0.106 0.037 0.000 280 CS30153 CS30153 0.200 1.000 0.200 1.055 1.397 0.220 0.013 281 CS30153 CS30153 0.130 1.000 0.130 1.055 1.397 0.220 0.013 282 SG-BAR SG-BAR 0.599 1.000 0.599 0.450 0.106 0.037 0.000 283 SG-BAR SG-BAR 0.709 1.000 0.709 0.450 0.106 0.037 0.000 284 SG-BAR SG-BAR 0.329 1.000 0.329 0.450 0.106 0.037 0.000 286 A20102 A20102 0.217 1.000 0.217 0.359 0.160 0.0167 0.002 287 LS2.00X2.00 LS2.00X2.00 0.293 1.000 0.293 0.721 0.111 0.435 0.009 288 LS2.00X2.00 LS2.00X2.00 0.194 1.000 0.194 0.721 0.111 0.435 0.009 289 SG BAR SG BAR 0.254 1.000 0.254 0.450 0.106 0.037 0.000 290 GS40204 CS40204 0.375 1.000 0.375 1.875 4.414 0.695 0.040 292 CS40204 CS40204 0.355 1.000 0.355 1.875 4.414 0.695 0.040 293 SG-BAR SG_BAR 0.335 1.000 0.335 0.450 0.106 0.037 0.000 294 CS30153 CS30153 0.159 1.000 0.159 1.055 1.397 0.220 0.013 295 CS30153 CS30153 0.128 1.000 0.128 1.055 1.397 0.220 0.013 296 A20102 A20102 0.172 1.000 0.172 0.359 0.160 0.0167 0.002 297 GUTTER GUTTER 0.472 1.000 0.472 0.419 0.322 0.134 0.000 298 CS30153 CS30153 0.186 1.000 0.186 1.055 1.397 0.220 0.013 299 A20102 A20102 0.172 1.000 0.172 0.359 0.160 0.0167 0.002 300 GUTTER GUTTER 0.494 1.000 0.494 1 0.419 0.322 0.134 0.000 301 CS30153 CS30153 0.134 1.000 0.134 1.055 1.397 0.220 0.013 306 SG BAR SG BAR 0.243 1.000 0.243 0.450 0.106 0.037 0.000 307 SG-BAR SG-BAR 0.753 1.000 0.753 0.450 0.106 0.037 0.000 308 SG-BAR SG-BAR 0.240 1.000 0.240 0.450 0.106 0.037 0.000 309 SG BAR SG BAR 0.206 1.000 0.206 0.450 0.106 0.037 0.000 310 SG-BAR SG-BAR 0.268 1.000 0.268 0.450 0.106 0.037 0.000 311 SG BAR SG BAR 0.752 1.000 0.752 0.450 0.106 0.037 0.000 312 SG BAR SG BAR 0.190 1.000 0.190 0.450 0.106 0.037 0.000 313 SG-BAR SG BAR 0.237 1.000 0.237 0.450 0.106 0.037 0.000 314 CS40204 CS40204 0.580 1.000 0.580 1.875 4.414 0.695 0.040 315 SG BAR SG BAR 0.813 1.000 0.813 0.450 0.106 0.037 0.000 316 SG BAR SG BAR 0.232 1.000 0.232 0.450 0.106 0.037 0.000 317 SG-BAR SG-BAR 0.690 1.000 0.690 0.450 0.106 0.037 0.000 318 SG BAR SG-BAR 0.251 1.000 0.251 0.450 0.106 0.037 0.000 319 SG-BAR SG-BAR 0.755 1.000 0.755 0.450 0.106 0.037 0.000 320 SG BAR SG BAR 0.170 1.000 0.170 0.450 0.106 0.037 0.000 PrintTime/Date:08/091202109:05 STAAD.Pro CONNECT Edition 22.07.00.160 Print Run 15 of 23 Job No Sheet No Rev 061-21-2661 S016 /23 Software licensed to A and A Engineering Part CONNECTED User:Mashahed Enshad Job Title COURTNEY HOBLOCK Ref By ME DatE9/2/2021 Chd SA Client B.C.Greenhouses Builders Ltd. File 061-212661 2.STD Date/Time 07-Sep-2021 09:02 Utilization Ratio Cont... Beam Analysis Design Actual Allowabil Ratio Clause L/C Ax Iz ly Ix Property Property Ratio Ratio (Act./Allow.) (int) (in4) (in4) (in4) 321 SG-BAR SG-BAR 0.262 1.000 0.262 0.450 0.106 0.037 0.000 322 SG_BAR SG-BAR 0.250 1.000 0.250 0.450 0.106 0.037 0.000 323 SG-BAR SQ-BAR 0.756 1.000 0.756 0.450 0.106 0.037 0.000 324 SG-BAR SG-BAR 0.223 1.000 0.223 0.450 0.106 0.037 0.000 325 SG BAR SG BAR 0.262 1.000 0.262 0.450 0.106 0.037 0.000 326 CS40204 CS40204 0.588 1.000 0.588 1.875 4.414 0.695 0.040 327 SG BAR SG BAR 0.764 1.000 0.764 0.450 0.106 0.037 0.000 328 SG-BAR SG-BAR 0.300 1.000 0.300 0.450 0.106 0.037 0.000 329 SG BAR SG BAR 0.695 1.000 0.695 0.450 1 0.106 0.037 0.000 330 SG-BAR SG-BAR 0.235 1.000 0.235 0.450 0.106 0.037 0.000 ,331 SG BAR SG BAR 0.733 1.000 0.733 0.450 0.106 0.037 0.000 332 SG BAR SG BAR 0.234 1.000 0.234 0.450 0.106 0.037 0.000 333 SG BAR SG-BAR 0.238 1.000 0.238 0.450 0.106 0.037 0.000 334 SG BAR SG BAR 0.226 1.000 0.226 0.450 0.106 0.037 0.000 335 SG BAR SG BAR 0.732 1.000 0.732 0.450 0.106 0.037 0.000 336 SG BAR SQ-BAR 0.270 1.000 0.270 0.450 0.106 0.037 0.000 337 SG BAR SG-BAR 0.207 1.000 0.207 0.450 0.106 0.037 0.000 338 RIDGE N/A 1.241 3.478 0.488 0.003 339 CS30153 CS30153 0.192 1.000 0.192 1.055 1.397 0.220 0.013 340 CS30153 CS30153 0.179 1.000 0.179 1.055 1.397 0.220 0.013 341 CS30153 CS30153 0.211 1.000 0.211 1.055 1.397 0.220 0.013 342 CS30153 CS30153 0.196 1.000 0.196 1.055 1.397 0.220 0.013 343 CS30153 CS30153 0.153 1.000 0.153 1.055 1.397 0.220 0.013 344 CS30153 CS30153 0.203 1.000 0.203 1.055 1.397 0.220 0.013 346 CS40204 CS40204 0.292 1.000 0.292 1.875 4.414 0.695 0.040 347 CS40204 CS40204 0.162 1.000 0.162 1.875 4.414 0.695 0.040 348 CS40204 CS40204 0.255 1.000 0.255 1.875 4.414 0.695 0.040 350 CS40204 CS40204 0.014 1.000 0.014 1.875 4.414 0.695 0.040 352 CS40204 CS40204 0.294 1.000 0.294 1.875 4.414 0.695 0.040 353 GS40204 CS40204 0.160 1.000 0.160 1.875 4.414 0.695 0.040 354 CS40204 CS40204 0.255 1.000 0.255 1.875 4.414 0.695 0.040 356 CS40204 CS40204 0.014 1.000 0.014 1.875 4.414 0.695 0.040 358 SQ-BAR SG-BAR 0.272 1.000 0.272 0.450 0.106 0.037 0.000 359 SG. BAR SG-BAR 0.341 1.000 0.341 0.450 0.106 0.037 0.000 361 SG BAR SG-BAR 0.930 1.000 0.930 0.450 0.106 0.037 0.000 362 SG BAR SG BAR 0.629 1.000 0.629 0.450 0.106 0.037 0.000 363 SG BAR SG BAR 0.586 1.000 0.586 0.450 0.106 0.037 0.000 364 SG BAR SG BAR 0.633 1.000 0.633 0.450 0.106 0.037 0.000 365 SG BAR SG-BAR 0.463 1.000 0.463 0.450 0.106 0.037 0.000 366 SQ-BAR SG-BAR 0.437 1.000 0.437 0.450 0.106 0.037 0.000 367 SG BAR SG BAR 0.880 1.000 0.880 0.450 0.106 0.037 0.000 369 SG BAR SG BAR 0.847 1.000 0.847 0.450 0.106 0.037 0.000 370 SG-BAR SG-BAR 0.552 1.000 0.552 0.450 0.106 0.037 0.000 371 A20102 A20102 0.227 1.000 0.227 0.359 0.160 0.0167 0.002 372 A20102 A20102 0.086 1.000 0.086 0.359 0.160 0.0167 0.002 Print Time/Date:08/09/2021 09:05 STAAD.Pro CONNECT Edition 22.07.00.160 Print Run 16 of 23 Job No Sheet No Rev 061-21-2661 S017 /23 Software licensed to A and A Engineering Part CONNECTED User:Mashahed Enshad Job Title COURTNEY HOBLOCK Ref By ME Dateg/2/2021 Chd SA Client B.C.Greenhouses Builders Ltd. File 061-212661 2.STD DateMme 07-Sep-2021 09:02 Utilization Ratio Cont... Beam Analysis Design Actual Allowabl Ratio Clause L/C Ax Iz ly Ix Property Property Ratio Ratio (Act./Allow.) (int) (in4) (in4) (in4) 373 A20102 A20102 0.615 1.000 0.615 0.359 0.160 0.0167 0.002 375 A20102 A20102 0.086 1.000 0.086 0.359 0.160 0.0167 0.002 376 LS2.00X2.00 LS2.00X2.00 0.142 1.000 0.142 0.721 0.111 0.435 0.009 377 LS2.00X2.00 LS2.00X2.00 0.178 1.000 0.178 0.721 0.111 0.435 0.009 378 LS2.00X2.00 LS2.00X2.00 0.214 1.000 0.214 0.721 0.111 0.435 0.009 379 LS2.00X2.00 LS2.00X2.00 0.193 1.000 0.193 0.721 0.111 0.435 0.009 380 SG BAR SG BAR 0.206 1.000 0.206 0.450 0.106 0.037 0.000 381 SG BAR SG BAR 0.201 1.000 0.201 0.450 0.106 0.037 0.000 382 SG BAR SG BAR 0.347 1.000 0.347 0.450 0.106 0.037 0.000 383 CS40204 CS40204 0.035 1.000 0.035 1.875 4.414 0.695 0.040 384 CS40204 CS40204 0.089 1.000 0.089 1.875 4.414 0.695 0.040 385 CS40204 CS40204 0.159 1.000 0.159 1.875 4.414 0.695 0.040 386 SG BAR SG BAR 0.426 1.000 0.426 0.450 0.106 0.037 0.000 387 SG-BAR SG-BAR 0.369 1.000 0.369 0.450 0.106 0.037 0.000 389 CS40204 CS40204 0.058 1.000 0.058 1.875 4.414 0.695 0.040 390 CS40204 CS40204 0.089 1.000 0.089 1.875 4.414 0.695 0.040 391 CS40204 CS40204 0.105 1.000 0.105 1.875 4.414 0.695 0.040 392 -SG-BAR- SG BAR 0.280 1.000 0.280 0.450 0.106 0.037 0.000 393 SG BAR SG=BAR 0.228 1.000 0.228 0.450 0.106 0.037 0.000 394 SG-BAR SG-BAR 0.324 1.000 0.324 0.450 0.106 0.037 0.000 395 CS30153 CS30153 0.119 1.000 0.119 1.055 1.397 0.220 0.013 396 CS30153 CS30153 0.114 1.000 0.114 1.055 1.397 0.220 0.013 399 CS30153 CS30153 0.110 1.000 0.110 1.055 1.397 0.220 0.013 400 CS30153 CS30153 0.142 1.000 0.142 1.055 1.397 0.220 0.013 401 CS30153 CS30153 0.154 1.000 0.154 1.055 1.397 0.220 0:013 402 CS30153 CS30153 0.173 1.000 0.173 1.055 1.397 0.220 0.013 403 CS30153 CS30153 0.173 1.000 0.173 1.055 1.397 0.220 0.013 404 CS30153 CS30153 0.134 1.000 0.134 1.055 1.397 0.220 0.013 406 SG-BAR SG-BAR 0.654 1.000 0.654 0.450 0.106 0.037 0.000 407 SG BAR SG BAR 0.231 1.000 0.231 0.450 0.106 0.037 0.000 408 SG BAR SG BAR 0.732 1.000 0332 0.450 0.106 0.037 0.000 409 SG BAR SG-BAR 0.655 1.000 0.655 0.450 0.106 0.037 0.000 410 SG BAR SG BAR 0.545 1.000 0.545 0.450 0.106 0.037 0.000 411 SG-BAR SG-BAR 0.452 1.000 0.452 0.450 0.106 0.037 0.000 412 SG BAR SG BAR 0.700 1.000 0.700 0.450 0.106 0.037 0.000 413 SG BAR SG BAR 0.470 1.000 0.470 0.450 0.106 0.037 0.000 414 SG BAR SG BAR 0.715 1.000 0.715 0.450 0.106 0.037 0.000 415 SG BAR SG BAR 0.745 1.000 0.745 0.450 0.106 0.037 0.000 416 SG BAR SG BAR 0.637 1.000 0.637 0.450 0.106 0.037 0.000 419 A20102 A20102 0.226 1.000 0.226 0.359 0.160 0.0167 0.002 420 A20102 A20102 0.053 1.000 0.053 0.359 0.160 0.0167 0.002 421 A20102 A20102 0.381 1.000 0.381 0.359 0.160 0.0167 0.002 423 A20102 A20102 0.056 1.000 0.056 0.359 0.160 0.0167 0.002 424 LS2.00X2.0C LS2.00X2.00 0.144 1.000 0.144 0.721 0.111 0.435 0.009 425 1 LS2.00X2.0C LS2.00X2.00 0.235 1.000 0.235 0.721 0.111 0.435 0.009 Print Time/Date:08/091202109:05 STAAD.Pro CONNECT Edition 22.07.00.160 Print Run 17 of 23 Job No Sheet No Rev 061-21-2661 S018 /23 Software licensed to A and A Engineering Part CONNECTED User.Mashahed Enshad Job Title COURTNEY HOBLOCK Ref By ME Dat,9/2/2021 Chd SA Client B.C.Greenh uses Builders Ltd. File 061-212661 2.STD DateMme 07-Sep-2021 09:02 Utilization Ratio Cont... Beam Analysis Design Actual Allowabl Ratio Clause UC Ax Iz ly Ix Property Property Ratio Ratio (Act./Allow.) (int) (in4) (in') (in4) 426 LS2.00X2.00 LS2.00X2.00 0.241 1..000 0.241 0.721 0.111 0.435 0.009 427 LS2.00X2.00 LS2.00X2.00 0.246 1.000 0.246 0.721 0.111 0.435 0.009 428 SG-BAR SG-BAR 0.339 1.000 0.339 0.450 0.106 0.037 0.000 429 SG BAR SG BAR 0.291 1.000 0.2910.450 0.106 0.037 0.000 430 SG BAR SG BAR 0.226 1.000 0.2260.450 0.106 0.037 0.000 431 CS40204 CS40204 0.042 1.000 0.042 1.875 4.414 0.695 0.040 432 CS40204 CS40204 0.087 1.000 0.087 1.875 4.414 0.695 0.040 433 CS40204 CS40204 0.169 1.000 0.1.69 1.875 4:414 0.695 0.040 434 SG BAR SG BAR 0.576 1.000 0.576 0.450 0.106 0.0370.000 435 SG BAR SG_BAR 0.225 1.000 0.225 _ 1 0.450 0.106 0.037 0.000 437 SG-BAR SG-BAR 0.609 1.000 0.609 0.450 0.106 0.037 0.000 438 CS40204 CS40204 0.089 1.000 0.089 1.875 4.414 0.695 0.040 439 CS40204 CS40204 0.154 1.000 0.154 1.875 4.414 0.695 0.040 440 SG BAR' SG BAR 0.329 1.000 0.329 0.450 0.106 0.037 0.000 441 SG-BAR SG-BAR 0.286 1.000 0.286 0.450 0.106 0.037 0.000 442 SG-BAR SG-BAR 0.225 1.000 0.225 0.450 0.106 0.037 0.000 443 CS30153 CS30153 0.118 1.000 0.118 1.055 1.397 0.220 0.013 444 CS30153 CS30153 0.112 1.000 0.112 1.055 1.397 0.220 0.013 447 CS30153 CS30153 0.110 1.000 0.110 1.055 1.397 0.220 0.013 448 CS30153 CS30153 0.126 1.000 0.126 1.055 1.397 0.220 0.013 449 CS30153 CS30153 0.133 1.000 0.133 1.055 1.397 0.220 0.013 450 CS30153 CS30153 0.122 1.000 0.122 1.055 1.397 0.220 0.013 451 CS30153 CS30153 0.122 1.000 0.122 1.055 1.397 0.220 0.013 452 CS30153 CS30153 0.118 1.000 0.118 1.055 1.397 0.220 0.013 453 A20102 A20102 0.104 1.000 0.104 0.359 0.160 0.0167 0.002 454 A20102 A20102 0.082 1.000 0.082 0.359 0.160 0.0167 0.002 455 A20102 A20102 0.076 1.000 0.076 0.359 0.160 0.0167 0.002 456 A20102 A20102 0.072 1.000 0.072 0.359 0.160 0.0167 0.002 457 A20102 A20102 0.084 1.000 0.084 0.359 0.160 0.0167 0.002 458 A20102 A20102 0.074 1.000 0.074 0.359 0.160 0.0167 0.002 459 A20102 A20102 0.079 1.000 0.079 0.359 0.160 0.0167 0.002 460 A20102 A20102 0.082 1.000 0.082 0.359 0.160 0.0167 0.002 461 GUTTER GUTTER 0.985 1.000 0.985 0.419 0.322 0.134 0.000 462 GUTTER GUTTER 0.936 1.000 0.936 0.419 0.322 0.134 0.000 463 GUTTER GUTTER 0.809 1.000 0.809 0.419 0.322 0.134 0.000 464 GUTTER GUTTER 0.685 1.000 0.685 0.419 0.322 0.134 0.000 465 GUTTER GUTTER 0.657 1.000 0.657 0.419 0.322 0.134 0.000 466 GUTTER GUTTER 0.628 1.000 0.628 0.419 0.322 0.134 0.000 467 GUTTER GUTTER 0.557 1.000 0.557 0.419 0.322 0.134 0.000 468 GUTTER GUTTER 0.517 1.000 0.517 0.419 0.322 0.134 0.000 469 CS30153 CS30153 0.115 1.000 0.115 1.055 1.397 0.220 0.013 470 CS30153 CS30153 0.109 1.000 0.109 1.055 1.397 0.220 0.013 471 CS30153 CS30153 0.179 1.000 0.179 1.055 1.397 0.220 0.013 472 CS30153 CS30153 0.190 1.000 0.190 1.055 1.397 0.220 0.013 473 CS30153 CS30153 88327 1.000 0.088327 1.055 1.397 0.220 0.013 PrintTime/Date:08/091202109:05 STAAD.Pro CONNECT Edition 22.07.00.160 Print Run 18 of 23 • Job No Sheet No Rev 061-21-2661 SO 19 /23 Software licensed to A and A Engineering Part CONNECTED User:Mashahed Enshad . Job Title COURTNEY HOBLOCK Ref By ME Da"9/2/2021 Chd SA Client B.C.Greenhouses Builders Ltd. File 061-212661 2.STD DateMme 07-Sep-2021 09:02 Utilization Ratio Cont... Beam Analysis Design Actual Allowabl Ratio Clause LIC Ax Iz ly Ix Property Property Ratio Ratio (Act./Allow.) (int) (in4) (in4) (in4) 474 CS30153 CS30153 0:168 1.000 0.168 1.055 1.397 0.220 0.013 475 CS30158 CS30153 0.173 1.000 0.173 1.055 1.397 0.220 0.013 476 CS30153 CS30153 0.109 1.000 0.109 1.055 1.397 0.220 0.013 477 A20102 A20102 0.104 1.000 0.104 0.359 0.160 0.0167 0.002 478 A20102 A20102 0.062 1.000 0.062 0.359 0.160 0.0167 0.002 479 A20102 A20102 0.062 1.000 0.062 0.359 0.160 0.0167 0.002 480 A20102 A20102 0.056 1 1.000 0.056 0.359 0.160 0.0167 0.002 481 A20102 A20102 0.068 1.000 0.068 0.359 0.160 0.0167 0.002 482 A20102 A20102 0.059 1.000 0.059 0.359 0.160 0.0167 0.002 483 A20102 A20102 58627 1.000 0.058627 0.359 0.160 0.0167 0.002 484 A20102 A20102 0.059 1.000 0.059 0.359 0.160 0.0167 0.002 485 GUTTER GUTTER 0.985 1.000 0.985 0.419 0.322 0.134 0.000 486 GUTTER GUTTER 0.936 1.000 0.936 0.419 0.322 0.134 0.000 487 GUTTER GUTTER 0.809 1.000 0.809 0.419 0.322 0.134 0.000 488 GUTTER GUTTER 0.684 1.000 0.684 0.419 0.322 0.134 0.000 489 GUTTER GUTTER 0.656 1.000 0.656 0.419 0.322 0.134 0.000 490 GUTTER GUTTER 0.609 1.000 0.609 0.419 0.322 0.134 0.000 491 GUTTER GUTTER 0.528 1.000 0.528 0.419 0.322 0.134 0.000 492 GUTTER GUTTER 0.482 1.000 0.482 0.419 0.322 0.134 0.000 493 CS30153 CS30153 0.102 1.000 0.102 1.055 1.397 0.220 0.013 494 CS30153 CS30153 0.069 1.000 0.069 1.055 1.397 0.220 0.013 495 CS30153 CS30153 0.120 1.000 0.120 1.055 1.397 0.220 0.013 496 CS30153 CS30153 0.138 1.000 0.138 1.055 1.397 0.220 0.013 497 CS30153 CS30153 72659 1.000 0.072659 1.055 1.397 0.220 0.013 498 CS30153 CS30153 0.159 1.000 0.159 1.055 1.397 0.220 0.013 499 CS30153 CS30153 0.166 1.000 0.166 1.055 1.397 0.220 0.013 500 CS30153 CS30153 0.099 1.000 0.099 1.055 1.397 0.220 0.013 501 SG BAR SG BAR 0.224 1.000 0.224 0.450 0.106 0.037 .0.000 502 SG BAR SG BAR 0.278 1.000 0.278 0.450 0.106 0.037 0.000 503 SG BAR SG BAR 0.701 1.000 0.701 0.450 0.106 0.037 0.000 504 SG BAR SG BAR 0.772 1.000 0.772 0.450 0.106 0.037 0.000 505 SG-BAR SG-BAR 0.753 1.000 0.753 0.450 0.106 0.037 0.000 506 SG-BAR SG-BAR 0.554 1.000 0.554 0.450 0.106 0.037 0.000 507 SG-BAR SG-BAR 0.452 1.000 0.452 0.450 0.106 0.037 0.000 508 SG-BAR SG-BAR 0.220 1.000 0.220 0.450 0.106 0.037 0.000 509 SG BAR SG BAR 0.213 1.000 0.213 0.450 0.106 0.037 0.000 510 SG-BAR SG-BAR 0.229 1.000 0.229 0.450 0.106 0.037 0.000 511 SG BAR SG BAR 0.588 1.000 0.588 0.450 0.106 0.037 0.000 512 SG-BAR SG-BAR 0.650 1.000 0.650 0.450 0.106 0.037 0.000 513 SG BAR SG BAR 0.752 1.000 0.752 0.450 0.106 0.037 0.000 514 SG-BAR SG-BAR 0.521 1.000 0.521 0.450 0.106 0.037 0.000 515 SG BAR SG BAR 0.436 1.000 0.436 0.450 0.106 0.037 0.000 516 SG-BAR SG-BAR 0.263 1.000 0.263 0.450 0.106 0.037 0.000 517. SG BAR SG BAR 0.750 1.000 0.750 0.450 0.106 0.037 0.000 518 CS40204 CS40204 0.297 1.000 0.297 1.875 4.41.4 0.695 0.040 Print Time/Date:08109/2021 09:05 STAAD.Pro CONNECT Edition 22.07.00.160 Print Run 19 of 23 Job No Sheet No Rev 061-21-2661 S020123 Software licensed to A and A Engineering Part CONNECTED User:Mashahed Enshad Job Title COURTNEY HOBLOCK Ref Ey ME Date9/2/2021 Chd SA Client B.C.Greenhouses Builders Ltd. File 061-2126612:STD Date/Time 07-Sep-2021 09:02 Utilization Ratio Cont... Beam Analysis Design _ Actual Allowabl Ratio Clause UC Ax Iz ly Ix Property Property Ratio Ratio (Act./Allow.) (int) (in4) (in4) (in4) 519 SG BAR SG BAR 0.260 1.000 0.260 0.450 0.106 0.037 0.000 520 SG_BAR SG_BAR 0.572 1.000 0.572 0.450 0.106 0.037 0.000 521 SG_BAR SG_BAR 0.68gr 1.000 0.689 0.450 0.106 0.037 0.000 522 SG_BAR SG BAR 0.774 1 1.000 0.774 0.450 0.106 0.037 0.000 523 SG BAR SG_BAR 0.520 1.000 0.520 0.450 0.106 0.037 0.000 524 SG_BAR SG_BAR 0.446 1.000 0.446 0.450 0.106 0.037 0.000 525 CS40204 CS40204 0.585 1.000 0.585 1.875 4.414 0.695 0.040 527 SG BAR SG_BAR 0.223 1.000 0.223 0.450 0.106 0.037 0.000 528 SG BAR SG_BAR 0.182 1.000 0.182 0.450 0.106 0.037 0.000 529 SG_BAR SG_BAR 0.471 1.000 0.471 0.450 0.106 0.037 0.000 530 SG BAR SG_BAR 0.549 1.000 0.549 0.450 0.106 0.037 0.000 531 SG_BAR SG_BAR 0.755 1.000 0.755 0.450 0.106 0.037 0.000 532 SG_BAR SG BAR 0.500 1.000 0.500 0.450 0.106 0.037 0.000 533 SG_BAR SG_BAR 0.416 1.000 0.416 0.450 0.106 0.037 0.000 534 SG_BAR SG_BAR 0.309 1.000 0.309 0.450 0.106 0.037 0.000 535 SG_BAR SG_BAR 0.223 1.000 0.223 0.450 0.106 0.037 0.000 536 SG_BAR SG_BAR 0.167 1.000 0.167 0.450 0.106 0.037 1 0.000 537 SG_BAR SG_BAR 0.417 1.000 0.417 0.450 0.106 0.037 0.000 538 SG_BAR SG BAR 0.499 1.000 0.499 0.450 0.106 0.037 0.000 539 SG_BAR SG_BAR 0.756 1.000 0.756 0.450 0.106 0.037 0.000 540 SG_BAR SG_BAR 0.499 1.000 0.499 0.450 0.106 0.037 0.000 541 SG BAR SG BAR 0.445 1.000 0.445 0.450 0.106 0.037 0.000 542 SG_BAR SG_BAR 0.313 1.000 0.313 0.450 0.106 0.037 0.000 543 _SG_BAR SG_BAR 0:754 1.000 0.754 0.450 0.106 0.037 0.000 544 CS40204 CS40204 0.299 1.000 0.299 1.875 4.414 0.695 0.040 545 SG_BAR SG BAR 0.180 1.000 0.180 0.450 0.106 0.037 0.000 546 SG BAR SG BAR 0.415 1.000 0.415 0.450 0.106 0.037 0.000 547 SG_BAR SG_BAR 0.484 1.000 0.484 0.450 0.106 0.037 0.000 548 SG_BAR SG_BAR 0.764 1.000 0.764 0.450 0.106 0.037 0.000 549 SG BAR SG BAR 0.509 1.000 0.509 0.450 0.106 0.037 0.000 550 SG_BAR SG_BAR 0.532 1.000 0.532 0.450 0.106 0.037 0.000 551 CS40204 CS40204 0.585 1.000 0.585 1.875 4.414 0.695 0.040 553 SG_BAR SG_BAR 0.213 1.000 0.213 0.450 0.106 0.037 0.000 554 SG_BAR SG_BAR 0.163 1.000 0.163 0.450 0.106• 0.037 0.000 555 SG_BAR SG_BAR 0.380 1 1.000 0.380 0.450 0.106 0.037 0.000 556 SG_BAR SG_BAR 0.466 1.000 0.466 0.450 0.106 0.037 0.000 557 SG_BAR SG_BAR 0.733 1.000 0.733 0.450 0.106 0.037 0.000 558 SG_BAR SG_BAR, 0.500 1.000 0.500 0.450 0.106 0.037 .0.000 559 SG_BAR SG_BAR 0.477 1.000 0.477 0.450 0.106 0.037 0.000 560 SG BAR SG BAR 0.291 1.000 0.291 0.450 0.106 0.037 0.000 561 SG_BAR SG_BAR 0.224 1.000 0.224 0.450 0.106 0.037 0.000 562 SG BAR SG BAR 0.241 1.000 0.241 0.450 0.106 0.037 0.000 563 SG_BAR SG_BAR 0.471 1.000 0.471 0.450 0.106 0.037 0.000 564 SG_BAR SG_BAR 0.487 1.000 0.487 0.450 0.106 0.037 0.000 565 SG BAR SG BAR 0.732 1.000 0.732 0.450 0.106 0.037 0.000 Print Time/Date:08/09/202109:05 STAAD.Pro CONNECT Edition 22.07.00.160 Print Run 20 of 23 ` Q . Job No Sheet No Rev 061-21-2661 S021 /23 Software licensed to A and A Engineering Part CONNECTED User:Mashahed Enshad Job Title COURTNEY HOBLOCK Ref By ME Date9/2/2021 Chd SA Client B.C.Greenhouses Builders Ltd. File 061-212661 2.STD Date/Time 07-Sep-2021 09:02 Utilization Ratio Cont... Beam Analysis Design Actual Allowabil Ratio Clause LIC Ax Iz ly Ix Property Property Ratio Ratio (Act./Allow.) (int) (in4) (in4) (in4) 566 SG-BAR SG-BAR 0.662 1.000 0.662 0.450 0.106 0.037 0.000 567 SG-BAR SG-BAR 0.594 1.000 0.594 0.450 0.106 0.037 0.000 568 SG-BAR SG-BAR 0.230 1.000 0.230 0.450 0.106 0.037 0.000 569 RIDGE N/A 1.241 3.478 0.488 0.003 570 RIDGE N/A 1.241 3.478 0.488 0.003 571 RIDGE N/A 1.241 3.478 0.488 0.003 572 RIDGE N/A 1.241 3.478 0.488 0.003 573 RIDGE N/A 1.241 3.478 0.488 0.003 574 RIDGE N/A 1.241 3.478 0.488 0.003 575 RIDGE N/A 1.241, 3.478 0.488 0.003 576 RIDGE N/A 1.241 3.478 0.488 0.003 577 CS30153 CS30153 0.152 1.000 0.152 1.055 1.397 0.220 0.013 578 CS30153 CS30153 0.154 1.000 0.154 1.055 1.397 0.220 0.013 579 CS30153 CS30153 0.194 1.000 0.194 1.055 1.397 0.220 0.013 580 CS30153 CS30153 0.206 1.000 0.206 1.055 1.397 0.220 0.013 581 GS30153 CS30153 0.136 1.000 0.136 1.055 1.397 0.220 0.013 582 CS30153 CS30153 0.222 1.000 0.222 1.055 1.397 0.220 0.013 583 CS30153 CS30153 0.244 1.000 0.244 1.055 1.397 0.220 0.013 584 CS30153 CS30153 0.159 1.000 0.159 1 1.055 1.397 0.220 0.013 585 CS30153, CS30153 0.248 1.000 0.248 1.055 1.397 0.220 0.013 586 CS30153 CS30153 0.207 1.000 0.207 1.055 1.397 0.220 0.013 587 CS30153 CS30153 0.160 1.000 0.160 1.055 1.397 0.220 0.013 588 CS30153 CS30153 0.163 1.000 0.163 1,055 1.397 0.220 0.013 589 CS30153 CS30153 0.151 1.000 0.151 1.055 1.397 0.220 0.013 590 CS30153 CS30153 0.150 1.000 0.150 1.055 1.397 0.220 0.013 591 CS30153 CS30153 0.169 1.000 0.169 1.055 1.397 0.220 0.013 592 CS30153 CS30153 0.182 1.000 0.182 1.055 1.397 0.220 0.013 593 CS30153 CS30153` 0.135 1.000 0.135 1.055 1.397 0.220 0.013 594 CS30153 CS30153 0.133 1.000 0.133 1.055 1.397 0.220 0.013 595 CS30153 CS30153 0.147 1.000 0.147 1.055 1.397 0.220 0.013 596 CS30153 CS30153 0.155 1.000 0.155 1.055 1.397 0.220 0.013 597 CS30153 CS30153 0.118 1.000 0.118 1.055 1.397 0.220 0.013 598 CS30153 CS30153 0.188 1.000 0.188 1.055 1.397 0.220 0.013 599 CS30153 CS30153 0.2051.000 0.205 1.055 1.397 0.220 0.013 600 CS30153 CS30153 0.142 1.000 0.142 1.055 1.397 0.220 0.013 601 CS30153 CS30153 0.251 1.000 0.251 1.055 1.397 0.220 0.013 602 CS30153 CS30153 0.202 1.000 0.202 1.055 1.397 0.220 0.013 603 CS30153 CS30153 0.155 1.000 0.155 1.055 1.397 0.220 0.013 604 CS30153 CS30153 0.166 1.000 0.166 1,055 1.397 0.220 0.013 605 CS30153 CS30153 0.149 1.000 0.149 1.055 1.397 0.220 0.013 606 CS30153 CS30153 0.132 1.000 0.132 1.055 1.397 0.220 0.013 607 CS30153 CS30153 0.169 1.000 0.169 1.055 1.397 0.220 0.013 608 CS30153 CS30153 0.165 1.000 0.165 1.055 1.397 0.220 0.013 609 1 CS30153 CS30153 1 0.138 1.000 0.138 1.055 1.397 0.220 - 0.013 610 1 CS30153 CS30153 1 0.129 1.000 0.129 1.055 1.397 0.220 0.013 Print Time/Date:08/09/2021 09:05 STAAD.Pro CONNECT Edition 22.07.00.160 Print Run 21 of 23 Job No Sheet No Rev 061-21-2661 S022 /23 Software licensed to A and A Engineering Part CONNECTED User:Mashahed Enshad Job'iitle COURTNEY HOBLOCK Ref By ME DatE9/2/2021 Chd SA Client B.C.Greenhouses Builders Ltd. File 061-212661 2.STD DateMme 07-Sep-2021 09:02 Utilization Ratio Cont... Beam Analysis Design Actual Allowabl Ratio Clause LIC Ax Iz ly Ix Property Property Ratio Ratio (Act./Allow.) (int) (in4) (in4) (in 4) 611 CS30153 CS30153 0.128 1.000 0.128 1.055 1.397 0.220 0.013 612 CS30153 CS30153 0.128 1.000 0.128 1.055 1.397 0.220 0.013 613 CS30153 CS30153 0.090 1.000 0.090 1.055 1.397 0.220 0.013 614 CS30153 CS30153 0.149 1.000 0.149 1.055 1.397 0.220 0.013 615 CS30153 CS30153 0.162 1.000 0.162 1.055 1.397 0.220 0.013 616 CS30153 CS30153 0.134 1.000 0.134 1.055 1.397 0.220 0.013 617 CS30153 CS30153 0.211 1.000 0.211 1.055 1.397 0.220 0.013 618 CS30153 CS30153 0.176 1.000 0.176 1.055 1.397 0.220 0.013 619 CS30153 CS30153 0.124 1.000 0.124 1.055 1.397 0.220 0.013, 620 CS30153 CS30153 0.154 1.000 0.154 1.055 1.397 0.220 0.013 621 CS30153 CS30153 0.142 1.000 0.142 1.055 1.397 0.220 0.013 622 CS30153 CS30153 0.149 1.000 0.149 1.055 1.397 0.220 0.013 623 CS30153 CS30153 0.157 1.000 0.157 1.055 1.397 0.220 0.013 624 CS30153 CS30153 0.187 1.000 0.187 1.055 1.397 0.220 0.013 626 CS40204 CS40204 0.179 1.000 0.179 1.875 4.414 0.695 0.040 627 CS40204 CS40204 0.220 1.000 0.220 1.875 4.414 0.695 0.040 630 CS40204 C540204 0.179 1.000 0.179 1.875 4.414 0.695 0.040 631 CS40204 CS40204 0.222 1.000 0.222 1.875 4.414 0.695 0.040 632 CS30153 CS30153 0.074 1.000 0.074 1.055 1.397 0.220 0.013 633 SG-BAR SG-BAR 0.180 1.000 0.180 0.450 0.106 0.037 0.000 634 CS30153 CS30153 0.074 1.000 0.074 1.055 1.397 0.220 0.013 635 CS30153 CS30153 0.080 1.000 0.080 1.055 1.397 0.220 0.013 636 SG-BAR SG-BAR 0.302 1.000 0.302 0.450 0.106 0.037 0.000 637 CS30153 CS30153 0.080 1.000 0.080 1.055 1.397 0.220 0.013 638 CS40204 CS40204 0.185 1.000 0.185 1.875 4.414 0.695 0.040 639 Rect 1.00x1. N/A 1.000 0.083332 0.083332 0.141 640 LS2.00X2.00 LS2.00X2.00 0.235 1.000 0.235 0.721 0.111 0.435 0.009 641 Rect 1.00x1. NIA 1.000 0.083332 0.083332 0.141 642 LS2.00X2.00 LS2.00X2.00 0.173 1.000 0.173 0.721 0.111 0.435 0.009 643 Rect 1.00x1. N/A 1.000 0.083332 0.083332 0.141 644 LS2.00X2.00 LS2.00X2.00 0.146 1.000 0.146 0.721 0.111 0.435 0.009 645 Rect 1.00x1. N/A 1.000 0.083332 0.083332 0.141 646 LS2.00X2.00 LS2.00X2.00 0.215 1.000 0.215 0.721 0.111 .0.435 0.009 647 Rect 1.00x1. N/A 1.000 0.083332 0.083332 0.141 648 LS2.00X2.00 LS2.00X2.00 0.236 1.000 0.236 0.721 0.111 0:435 0.009 649 Rect 1.00x1. N/A 1.000 0.083332 0.083332 .0.141 650 LS2.00X2.00 LS2.00X2.00 0.292 1.000 0.292 0.721 0.111 0.435 0.009 651 Rect 1.00x1. N/A 1.000 0.083332 0.083332 0.141 652 CS40204 CS40204 0.204 1.000 0.204 1.875 4.414 0.695 0.040 653 Rect 1.00x1. N/A 1.000 0.083332 0.083332 0.1.41 654 CS40204 CS40204 0.181 1.000 0.181 1.875 4.414 0.695 0.040 655 Rect 1.00x1. N/A 1.000 0.083332 0.083332 0.141 656 CS40204 CS40204 0.264 1.000 0.264 1.875 4.414 0.695 0.040 657 Rect 1.00x1. N/A 1.000 0.083332 0.083332 0.141 658 CS40204 CS40204 0.264 1.000 0.264 1.875 4.414 0.695 0.040 Print-nme7Date:081091202109:05 STAAD.Pro CONNECT Edition 22.07.00.160 Print Run 22 of 23 Job No Sheet No Rev 061-21-2661 S023 /23 Software licensed to A and A Engineering Part CONNECTED User:Mashahed Enshad Job Title COURTNEYHOBLOCK Ref By ME Date9/2/2021 Chd SA Client B.C.Greenhouses Builders Ltd. File 061-212661 2.STD Date/rme 07-Sep-2021 09:02 Utilization Ratio Cont... Beam Analysis Design Actual Allowabl Ratio Clause L/C Ax Iz ly Ix Property Property Ratio Ratio (Act./Allow.) (in) (in4) (in) (in4) 659 Rect 1.00x1. N/A 1.000 0.083332 0.083332 0.141 660 CS40204 CS40204 0.178 1.000 0.178 1.875 4.414 0.695 0.040 661 Rect1.00xl. N/A 1.000 0.083332 0.083332 0.141 662 CS40204 CS40204 0.202 1.000 0.202 1.875 4.414 0.695 0.040 663 Rect1.00xl. N/A 1.000 0.083332 0.083332 0.141 664 CS40204 CS40204 0.130 1.000 0.130 1.875 4.414 0.695 0.040 665 Rect1.00xl. N/A 1.000 0.083332 0.083332 0.141 666 CS40204 CS40204 0.171 1.000 0.171 1.875 4.414 0.695 0.040 667 Rect1.00xl. N/A 1.000 0.083332 0.083332 0.141 668 LS2.00X2.00 LS2.00X2.00 0.176 1.000 0.176 0.721 0.111 0.435 0.009 669 Rect 1:00x1. N/A 1.000 0.083332 0.083332 0.141 670 LS2.00X2.00 LS2.00X2.00 0.182 1.000 0.182 0.721 0.111 0.435 0.009 671 Rect1.00xl. N/A 1.000 0.083332 0.083332 0.141 672 LS2.00X2.00 LS2.00X2.00 0.143 1.000 0.143 0.721 0.111 0.435 0.009 673 Rect1.00x1. N/A 1.000 0.083332 0.083332 0.141 674 LS2.00X2.0( LS2.00X2.00 0.166 1.000 0:166 0.721 0.111 0.435 0.009 675 Rect1.00x1. N/A 1.000 0.083332 0.083332 0.141 676 LS2.00X2.00 LS2.00X2.00 0.182 1.000 0.182 0.721 0.111 0.435 0.009 677 Rect1.00xl. N/A 1.000 0.083332 0.083332 0.141 678 LS2.00X2.00 LS2.00X2.0( 0.279 1.000 0.279 0.721 0.111 0.435 0.009 679 Rect1.00x1. N/A 1.000 0.083332 0.083332 0.141 680 CS40204 CS40204 0.171 1.000 0.171 1.875 4.414 0.695 0.040 681 Rect 1.00x1.. N/A 1.000 0.083332 0.083332 0.141 682 CS40204 CS40204 0.127 1.000 0.127 1.875 4.414 0.695 0.040 683 Rect1.00xl. N/A 1.000 0.083332 0.083332 0.141 684 Rect 2.00x0. N/A 0.500 0.167 0.003 0.010 685 Rect 2.00x0. N/A 0.500 0.167 0.003 0.0.10 686 Rect 2.000. N/A 0.500 0.167 0.003 0.010 687 Rect 2.004. N/A 0.500 0.167 0.003 0.010 688 Rect 2.00x0. N/A 0.500 0.167 0.003 0.010 689 Rect 2.00x0. N/A 0.500 0.167 0.003 0.010 690 Rect 2.00x0. N/A 0.500 0.167 0.003 0.010 691 Rect 2.004. N/A 0.500 0.167 0.003 0.010 692 CS40204 CS40204 0.185 1.000 0.185 1.875 4.414 0.695 0.040 693 Rect1.00xl. N/A 1.000 0.083332 0.083332 0.141 Print Time/Date:08/09/2021 09:05 STAAD.Pro CONNECT Edition 22.07.00.160 Print Run 23 of 23 PARCEL DEVELOPMENT BOUNDARY EXISTING UTILITY EX.CONC.COVER POLE TO REMAIN CONCRETE PAD TO BEEX.GAS TANK REMOVED-'-t PROPOSED KITCHEN ADDITION EXISTING EXISTING BARN HOUSE Ox(97jr) 0 EXISTING DRIVEWAY VaI EXISTING 46'-10. GARAGE 01 mI z ull 0 WI X(97.n WI EXISTING EXISTING 0 0 SOD"ELD y onEEraousE LL A 4 GARDEN w 0 171'.7 ln* EXISTING DRIVEWAY 19821, lV Nro)F WNIFRED HAMROGUE-DONAHUE / i 0 It Z t4 61*07-29'w EXISTING HOUSE IM2.69 ATION x —LINE OF w Avo�F EXISTING STONE LIES VINEYARD LLC DRIVEWAY AVCVF NAW 7710MAS UHLfNGER& EDWARD F.HUGHES KAREN UHUNGER i I A INSET A Plan I"=30'-U' moxw UEB VINEYARD LLC 1889.20' N6T32!IrE 11111101111111 11111011111 11111111111 h SITE PLAN PR P SEDuREENHOUSE > STEWN MIEMIER �b LONG DOG ACRES 14380 OREGON RD SOUTHOLD CONSTRUCTION r- _—_- - - - - - - - -- -� 01 CUTCHOGUE NY o DESIGN SEE INSET A ARTOFNATURELLC mf(w THOMAS GRAER& 15A SHERMAN AVENUE ROBERT TAG & DIANE GRAER SCTM # 1000-84-01 -12.6 6(r PHYLIS A-GRAEB 1127.91. s HAMPTON BAYS, NY 11946 N/QF TRONAS 774OMFSON 631-445-8263 11-11.31 t��60W3i"W' L E G E N D southoldconstruction I design@gmaii.com NIQF 94r_N�355W�W MATTTTUCK GUN CLUB LLC PROPERTY LINE '9' KINIFRED LONG DOG ACRES 14 GF =R7A SA Gi 19� C HAMROGUE- �1.21,7�1161'07'29-W MICHAEL DEMCHAK& H N/O/F MARIA DEMCHM G ELEVATION 14380 OREGON RD _L1LBVINE1�ARDLLC X v5ff) EXISTING CUTCHOGUE, NY motw I THOMAS ONLINGER& 1 EDWARD F LINE OF CULTIVATION KITCHEN ADDITION AND DECK- MRENUHLINGEER L HUGHES SITE PLAN- PROPOSED GREENHOUSE - -- —L PARCEL DEVELOPMENT SCALE: AS NOTED KEY MAP BOUNDARY NOVEMBER 9, 2021 2W-0" FENCE SCTM # 1000-84-01-12.6 S P-1 Plan Scale: 1 DRAWN BY. JPO TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS ARE IN COMPLIANCE WITH THE ENERGY CONSERVATION CONSTRUCTION CODE