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Home My WebLink AboutCliffside Blueprints James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765~1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0329C Date July 7, 2008 THIS CERTIFIES that the motel and 50' non-disturbance buffer At 61475 County Rd. 48, Greenport Suffolk County Tax Map #45-1-2.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 1/26/04 pursuant to which Trustees Wetland Permit #5866 Dated 2/25/04 was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for a motel and 50' non-disturbance buffer. The certificate is issued to BREEZY SOUND CORP. owner of the aforesaid property. Authorized Signature Nassau Suffolk Electrical Inspections,Inc. P.O. Box 549, Aquebogue, New York + 11931 Tel: 631-591-3097 Fax: 631-591-3098 Application: 8244 Date: 5/13/08 Issued to: Cliffside Resorts Address: Rt. 48 Introduced By: Modern Electric East Village: Greenport License #: 4253-E Residential Commercial [] The following was examined and approved up to the above date and found to be in compliance with the NEC: Attic Ist Floor 2nd Floor 3rd Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Swdches Receptacle Fixtures G F.I. Emergency/Exit Emergency Signs Lighting Fans Itand Dryers Washer/Amps Dryer/Amps Microwave Carbon Monoxide Furnace Oil Gas Heat Zones Whirlpool Bell Transformers Rough Insp. [[ Finat lnsp. Meter Amps Phase Motors II Other Equipment: 1-100A 3 phase Disconncct. l-100A 3 Phase Automatic Transfer Switch, 1-100A 3Phase 20 Circuit Pancl.4-100W Cage Light Fixtures, 2-3 Phase Grinder Pumps. 1-11/2 hp Air Intake Blower 2-Outdoor Post Lights, l-25KW Generator Sewage Lift Station This certificate must not be altered in any manner PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair WILLIAM J. CREMERS KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON PLANNING BOARD OFFICE TOWN OF SOUTHOLD P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cot. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 September 27, 2005 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Breezy Sound Corp., a/Ida Cliffside Resort Located 285' e/o Chapel Lane on the n/s/o CR 48 and known as 61475 CR 48 in Greenport SCTM #1000-45-1-2.1 Zone: RR Dear Ms. Moore: The following resolution was adopted at a Special Meeting of the Southold Town Planning Board on Monday, September 26, 2005: WHEREAS, this proposed site plan for Breezy Sound Motel in Greenport is to construct a new 68-unit motel with a pool house for motel guests and a manager's apartment unit, located on 7.13 acres; and WHEREAS, Breezy Sound Corp. is the owner of the property known and designated as Breezy Sound Motel, a/Ida Cliffside Resort, CR 48, Greenport, SCTM #1000-45-1-2.1; and WHEREAS, a formal application for the approval of this site plan was submitted on December 1,2000 and conditional final approval was granted on May 12, 2003; and WHEREAS, the applicant sought to extend the May 12, 2003 conditional final approval and such approval was granted on October 14, 2003; and WHEREAS, the applicant sought to extend the October 14, 2003 conditional final approval and such approval was granted on April 14, 2004; and WHEREAS, the applicant sought to extend the April 14, 2004 conditional final approval to October 14, 2004 and such approval was granted on December 14, 2004; and WHEREAS, the applicant sought to extend the October 14, 2004 conditional final approval to April 14, 2005, and such approval was granted on December 14, 2004;and Breezy Sound - Pa.qe Two - September 27, 2005 WHEREAS, The applicant sought an additional extension of conditional final approval from April 14, 2005 to October 17, 2005, and such approval was granted on May 10, 2005; and WHEREAS, on August 18, 2005, the Suffolk County Department of Health Services (SCDHS) approved the site plan prepared by Barrett, Bonacci & Van Weele, P.C., and certified by Kevin Walsh, Professional Engineer, dated October 3, 2001,and last revised August 18, 2005 for the SCDHS under reference number C10-02-0015; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED that the Southold Town Planning Board grant final approval on the site plan prepared by Barrett, Bonacci & Van Weele, P.C. and certified by Kevin Walsh, Professional Engineer, dated October 3, 2001, and last revised August 18, 2005, and authorize the Chairperson to endorse the final site plans subject to a one-year review from the date of issuance of the building permit. Enclosed are two copies of the approved site plan for your records. If you have any questions regarding the above, please contact this office. Very truly yours, Chairperson Encs. cc: Building Department Town Engineering Inspector Town Assessor 081~0/2005 14:43 FA× 6313687746 LS~4_D~VELOPHENT [~011/014 RZCRA.q~ J. LAVALLF., DEPUTY COb4MfSSI'0NPR COUNTY OF SUFFOLK DEPARTMT~ OF PUBLIC L~.~LI~ A. Mrrcg~l. DI~PUTY ¢:O.MMI~S IONF~. [] APPROVED [] DISAPPROVED [] APPROVAL WITIHI~LD Pur~*a~Jt to Sectiom 239f of the New York State General Mun~pd Law and subject i~o the conditions: Pcrmh requimt-Righwey impro w. ancnlz to be perfom~ u s~mv~ oG. ~ pla~ ~v/dml by Barmfl, Boatc~ & V~a.WeoIe, P.C. dar~:d 3/t 7/04, ~i~ed 5119104, end o.s r~iS~, by chis Dq:)c are ia general aoe~rdm2~ to tlLis D~t.'s ,~'1~dli~n S. ShsflA~ p. E. ~EagJne~ ]~$ YAF~ANK AVf~NU[ 3~JFYOLK ~OUNT¥ fS AN ~LSAL OPt o P.~q'fl-~'/Sd~'IAMaTi~E ACT1GN EMPLOYER · YAPHAN~ N.y. ll~J0 · (~JI) S$~4010 BI r 08/50/2005 ~ ''° 4.4, F~^X 83138~7748 L~_DLVELOP~ENT ~012/014 PERMI? #; 4B-tM gOND NO ~ KNOW ALL MEN BY THESE PRESENTS, that we ~80ek SLP~lchoqcm. N¥ t1777 coq~oratJon of __ SOUND CORPORATION (hereinaRer ~lled the PRINCIPAL), end the ~hemlnafl. et calleo I/~e SURE'Pr), ea SUP, ETY. are heJd and fimlly IX~und unte the COUNTY O; SUFFOLK (h~ ~l~d ~ S~ED w~ our ~els and dasd ~is ~y of · . 30 , WHERe. ~ PRINCIPAL ~s a~d lo me Ce~i~oner of Pu~ w~s, ~t of Public S u~glk ~un~, New Ye~, ~r · ;~t ~r S~m 1 ~, ~e ~ of ~e Hig~y Law, f~ ~rmls~on ~ Bu~ 28'~ ~;~ial s~ ~ a~M ~[h E' ~t ;a~m~ ~ m.~ ~ and '7~' I ~ ~a~l Lane ~ t~ ~i~ o~ Gm~o~ ~ ~ ~, HE~S, ~ ~a~ or I~ pe~it is ~n~itaned u~n ~e P~N~AL 61~g a SUR~ eond t3 ~meO ne~ by ~e COMMISSION~ OF PUBLIC WO~. C~n~ of Suffolk, N~ Yo~ for a ~m~noI~ ~ , and ~Unuk~g in full f~ ~ e~ v~ ~ ~ui~ ~1~ ha~ ~ ~let~ and a~a =y ~e ~m~o~ ~ P~I~ W0~I o~8~lk ~, ~ YO~, N~, ~HE~F~ THE C~DITIO~ OF ~lS OP~TION IS ~ ~at ~ ~INCIP~, ~1 ATTEST; By: ASlamey-tn-i'eet DPW-115 o8/~o/2005 14:43 FAX 6313697746 L~M_D~¥ELOP~iENT ~]013/014 0 0 $OU'i'HOLD TOWN ARCHITECTURAL REVIEW COMMITTEE February 27, 2001 The ARC met at Town Hall at 4:00 p,m.. Member8 present were: Gar, reU A. Strang, Co-Chairman. Robert I. Brown, Co-Chairman Theodore Carpluk, Sou/hold Herbert Ernst, Sou[hold Howard G. Melnke, Cutchogue Yen Rleger, Oriont Sanford Hanauar, Matltuck Robert Kelth, Mattltuck, Secmta~ HAR - ? 21)01 Southold Town Plan iag Board Also attending were Robe~ G. Ka~ner of the Planning Boarcl staff as well as Particle. C. Moore, Affomey, ,,nd Douglas Hah'lin, Architect. for Breezy Sound · Motel. ' Moved b~, Oarmtt A. Slrar!g end s~3onded by Howe.rd Melnl~.e it was RE$OL~'ED to AppROvE the MINUTE, S of the m~t~ng of]=eb~ary i 2001. Vote of th~ Committee: A¥.eI~.AII.. .,. BREF..ZY ~UND MOTEL (North Road - Greenport) Discussion' with Mm. Moore and Ur: Hardin About Ihe open items from the pre-~ubmi~sJon meeting of FebnJsry I brought **he following'conclusions: PARKING - Inasmuch as the location of the parldng P~aCes cannot be moved, the natural J~,ndsceplng.will be enhanced to fully buffer the visual impact from the road. SIDING - 1~ ~ Hardy Plank rather than vinyl. COLORS ..' Fascia, tdm, railings and exterior do~s(6 panel} to be white, All buildings, including the office, !o be dr[[tw(3~3d gray wiU1 ruslio V~q~inla slate roof color. ' CASINGS- Thcap .surrounding bOth doors and w ndows to be 3 Inches wide. ROOF P~ITCH - To be 6 In.,12. It' the red'dction i~ ceiling ,height from 10 to 9 feel is not suffi~e.nt to meet tlie mcemmenda!Jon Of bO~ldir)g'h~l~ht by th'a 0~/~012005 14:44 ~AX 891389?748 1_3~_OEVELOP~EHT ~014/014 'Dec 31 03 0~;45p environmental consulta~, ceiling heights Could be further reduced Io 8 feat or semi-cathedral ceilings could ba used on the second floors wilh an 8 fool plate. ROOF VENTS. To be of a COlor to match the roof and placed on the north side to the extent possible, SCREEN PLANTINGS - To be used to minimize the visual impact of ~he air CO~ditioning COmpressors and the gas heat aide wail vents. SLIDIHG TERRACE DOORS - Gdlls to I~ used on those facing south but not to Ihs north. UTILITIES - Although not discussed, the Committee assumes that these will be buried and that rooms in (he basements will be used to house the meters. LATER .- ,Signaga submission es well es catalogue cuts and location of the exterior ligh[ing, Based on the above, it was MOVED by Garmtt Strang and seconded by Howard ' Melnke t'0 RECOMMEND APPROVAL of the p~oJect. Vote of :the CommiUse; Ayes All. Robed W. Keilh Secretary CHARLES M. THOMAS, R.A. Po Box 877 JAM~'SPORT, NY 1 ~ FAX (53 ?) 727-8033 May 22, 2006 Attn: Town of Southold Building Department 53905 Main Road Southold, N.Y. 11971 Re: Certification of stories for Cliffside Resort 61475 Route 48 Greenport, NY 11944 To Whom It May Concern: This letter shall serve to certify that based upon the definitions of section 502 of the "Building Code of New York State," all buildings as designed meet the requirements for two (2) story buildings. Using building "B" as the design worst case, the finished surface of the floor above the basement is not: 1. more than six (6) feet above the ground plane (4.28'). 2. more than six (6) feet above finished ground level for more than 50% of the total perimeter (42%). 3. more than twelve (12) feet above the finished ground level at any point. ~//~~e with iY questi°ns or concerns at (631) 727-7993. PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND August1,2008 Patricia Moore, Esq. 51020 Main Road Southold, N.Y. 11952 P ~ ~Lj~!~ N!_N. G BOARD OFFICE ' fTOWN OF ~OUTt~OLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 RE: Site Plan for Breezy Sound, Greenport SCTM# 1000-045.00-01.00-002.000 Dear Ms. Moore: The Planning Board is in receipt of your letter requesting a final inspection dated May 28, 2008 for the above referenced application. As you requested, a site inspection was performed on June 9, 2008 and June 20, 2008, and we found that the site work was incomplete. At a third site visit on July 2, 2008, the Planning Board determined that the site was developed in accordance with the site plan approved on July 12, 2007. Please note that Planning Board approval is required prior to any significant changes to the site. Please contact the Planning Department with any questions regarding the above matter. Sincerely, Kristy Winser Senior Planner cc: Building Department Town Engineer REVIEW FEE MAINT SEC SECURITY ~i~]000.0~~ ] DATE PAID ~3o,o0koo i DATE PUD SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS HIGHWAY WORK PERMIT DATEISSUED [ 7/23/2004 ] TAXMAP#: [ 1000'45-1-2.1 IPROJECT NAME [Cliffside Resort LETTER OF CREDIT RETURN SECURITY TO THE FOLLOWING (IF DIFFERENT) PURSUANT TO THE PROVISIONS OF SECTION 136, ART. 6, OF THE NEW YORK STATE HIGHWAY LAW, PERMISSION IS HEREBY GRANTED TO THE PERMITTEE TO: Build 28' wide commercial street type access with 6" asphalt pavement and concrete curbs and handicap ramps. Install 100' of concrete curbing with handicap ramps. Install "Stop" sign at intersection of access and county road (R1-1C-30"x30"). Install required roadway signage per (NYS MUTCD). Install thermoplastic pavement markings as directed. Install 500' of asphalt tip-up along CR 48 frontage. Restore the county right-of-way. All work shall be performed in accordance with plans provided by Barrett, Bonacci & VanWeele, P.C. dated 3/17/04, latest revision 5/19/04 and in accordance with this Dept.'s most recent general, traffic and matedal specifications and as directed by the county engineer. On the north side of CR 48, Middle Rd., 700' east of Chapel Lane in the hamlet of Greenport, town of Southold. INTH[H~L[T/VI~LAG[OF[ ~]~[ ...... / INTHETOW OE= lSD.ma AS SET FORTH AND REPRESENTED ON THE ATTACHED FLANS, TYPICAL SECTIONS AND PURSUANT TO THIS DEPARTMENT'S GENERAL SPECIFICATIONS. ~ / ,.~/ REVIEWED BY ~-E-S~ED: ~IC)'~ PERMITS ENGINEER: -- (Permittee) ~ (Initial) GILBERT ANDERSON, P.E. CHIEFDEPUTY ~ISSIO~EIi~n~-p~ B L i C WORKS Chief Engln~r UPON COMPLETION OF WORK AUTHORIZED BY THIS PERMIT, PLEASE COMPLETE THE FOLLOWING AND RETURN TO THIS DEPARTMENT. WORK AUTHORIZED BY THIS PERMIT HAS BEEN COMPLETED. REFUND OF DEPOSIT/BOND IS KEQUESTED. DATE: SIGNATURE OF PERMITYEF~ AGENT [DO NOT WRITE BELOW THIS LINE i ALL WORK AUTHORIZED BY THIS PERMIT IS: DATE: DATE: COMPLETED, REFUND DEPOSIT/BOND SE(~URITY REQUIRED. AMOUNT: INCOMPLETE. SEND CORRECTION LETTER. DATE SENT: REINSPECTION. DATE CORRECTED AND COMPLETED: OTHER PERMITS INSPECTOR: PERMITS ENGINEER: TOWN OF SOLTTITOLD PROPERTY RECORD CARl] NNE~, STREET ~> t ~'1 "7 5 VILLAGE DIST. SUB. LOT 1R.~/',~,NER,~ I N / ' /. : E ACR. / ~ o :0 ~-' :::.c: O, I t~ ~RM Acre Value Per . Value able I - lmpland FRONTAGE ON WATER shlan~ FRONTAGE ON ROAD Jse Plat DEPTH ~4 r .; " . BULKH~D al DOCK Vt. Bldg. :~tension :~-'tension ~tension ~orch ~orch. Breezeway ~arage Patio D.B. ~ot~t COLOR TRIM . Foundo'tion Bath Basement Floors Ext. Walls Fire Place Interior Finish Heat Dinette K. LR. DR. Type Roof Rooms 1st Floor BR. Recreation Room Rooms 2nd Floor FIN. B. Dormer Driveway FORMER OWNER ~ VI LLAGE LOT DISTRICT SUB. ACREAGE $, 7J~ TYPE OF BUILDING · RES. LAND goo AGE NEW NORMAL VL TOTAL FARM COMM. I IND. DATE , REMARKS · f BUILDING CONDITION BELOW ABOVE Farm Acre Value Per Acre Tillable 1 Tillable 2 Tillable 3 Woodland Swampland Value Brushl~ ~ House Plot Total FirePlace ~ ~ He~ ,.. PO~ch Rooms 1st Flor Patio ~ Rooms 2nd Floor Driveway wa ~k Quan Type Span P1-H1 Left OH Right OH Engineering J604004F2 Al '~ 1.4100 lSOOOO 10200 0 0 T06111096 U# J#J604004F2 Buildings A, D, & E 2nd F/T 1-2-0 R -T 0.00 0 T R LOCK 1.0x 3.0 Ctr Ctr 0.90 T -V 0.00 0 T T LOCK 1.0x 3.0 Ctr Ctr 0.90 Online Plus -- Version 20.0.006 V -X 0.00 0 T V LOCK 1.0x 3.0 Ctr Ctr 0.90 RUN DATE: 10-NOV-06 X -Z 0.01 0 T 0.00 0.01 X LOCK 1.0x 3.0 Ctr Cfr 0.90 Z -C 0.01 0 T 0.00 0.01 Z LOCK 1.0x 3.0 Ctr Ctr 0.90 CSI -Size ..... Lumber ................. Webs ............. O LOCK 2.0x 4.0 Ctr 0.5 0.90 TC 0.13 3x 2 SPF-#2 D -A 0.08 46 C 0.00 0.08 C -B 0.13 55 C 0.00 0.13 .......... Gable Webs .......... ~EVIEWED BT: BC 0.01 3x 2 SPF-#2 WB 0.13 3x 2 SPF-STUD GW 0.03 3x 2 SPF-STUD S -G 0.00 116 C J -I 0.00 115 C Brace truss as follows: L -K 0.00 115 C C.C. From TO N -M 0.00 118 C TC Cont. 0- 0- 0 15- 0- 0 P -O 0.00 115 C BC Cont. 0- 0- 0 15- 0- 0 R -Q 0.00 115 C T -S 0.00 115 C Loading Live Dead (psf) V -U 0.00 115 C TC 50.0 15.0 X -W 0.00 113 C BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Z -Y 0.03 126 C 0.00 0.03 TL Defl 0.00" in X -Z L/999 Lumber Duration Factor 1.00 LL Dell 0.00" in Z -C L/999 Plate Duration Factor 1.00 Shear // Grain in Y -B 0.19 BC Fb=l.10 FC=i.10 Ft=l.10 Plates for each ply each face. PLATING CONFO~ TO TPI Plus 2 Unbalanced Load Cases PLATE VALUES MAY BE VERIED WITH ROBBIN$ ENGINEERING, INC. Jt React Uplft Size Req'd GRIP BASED ON 8PF & STP LUMBER Lbs Lbs In-Sx In-Sx USING GROSS ~ TEST. Cont. Brg 0- 1- 8 to 14-10- 8 Plate - LOCK 20 Ga, Gross Area 1365 0 H~ = 0 Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI ~ambr CSI P Lbs Axl-CSI-Bnd A LOCK 1.0x 3.0 Ctr Ctr 0.90 .......... Top Chords .......... A LOCK 1.0x 3.0 Ctr Ctr 0.00 A -G 0.10 6 C 0.00 0.10 G LOCK 1.0x 3.0 Ctr Ctr 0.90 G -I 0.10 6 C 0.00 0.10 I LOCK 1.0x 3.0 Ctr Ctr 0.90 I -K 0.10 6 C 0.00 0.10 K LOCK 1.0x 3.0 Ctr Ctr 0.90 K -M 0.10 6 C 0.00 0.10 M LOCK 1.0x 3.0 Ctr Ctr 0.90 M -O 0.10 8 C 0.00 0.10 O LOCK 1.0x 3.0 Ctr Ctr 0.90 O -Q 0.10 6 C 0.00 0.10 Q LOCK 1.0x 3.0 Ctr Cfr 0.90 Q -$ 0.10 6 C 0.00 0.10 S LOCK 1.0x 3.0 Cfr Ctr 0.90 S -U 0.10 6 C 0.00 0.10 U LOCK 1.0x 3.0 Ctr Ctr 0.90 U -W 0.10 6 C 0.00 0.10 W LOCK 1.0x 3.0 Ctr Ctr 0.90 W -Y 0.12 7 C 0.00 0.12 Y LOCK 1.0x 3.0 Ctr Ctr 0.90 Y -B 0.13 9 C 0.00 0.13 B LOCK 1.0x 3.0 Ctr Ctr 0.90 ........ Bottom Chords ......... B LOCK 1.0x 3.0 Ctr Ctr 0.00 D -H 0.01 0 T 0.00 0.01 D LOCK 2.0x 4.0 Ctr 0.5 0.90 E -J 0.00 0 T H LOCK 1.0x 3.0 Ctr Ctr 0.90 J -L 0.00 0 T J LOCK 1.0x 3.0 Ctr Ctr 0.90 L -N 0.00 0 T L LOCK 1.0x 3.0 Ctr Ctr 0.90 N -P 0.00 0 T N LOCK 1.0x 3.0 Ctr Ctr 0.90 P -R 0.00 0 T P LOCK 1.0x 3.0 Ctr Ctr 0.90 Robhins Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERA~ NOTES AND 8YMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1608.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 paf. This truss must he installed as shown. It cannot be installed upside-down. Max comp. force 128 Lbs Quality Control Factor 1.25 Trms Design En ineer: Thomas A Albani License #: 0773~7-1 Address P O Box 280055, Tampa, FL 33682 Date Sealed: 11/10/2006 J~ ~k Quan Type Span P1-H1 Left OH Right OH Engineering J604004F2 A2 9 MiO0 150000 10200 0 0 T06111096 U# J#J604004F2 Buildings A, D, & E 2nd F/T Scale: 0 396" = 1' ............. Webs ............. REFER TO ROBBINS ENG. GENERAL D -A 0.03 Online Plus -- Version 20.0.006 D -J 0.57 RUN DATE: 10-NOV-06 J -I 0.62 CSI -Size ..... Lumber .... TC 0.61 3x 2 SPF-2100 BC 0.78 3x 2 SPF-2100 WB 0.66 3x 2 SPF-STUD Brace truss as follows: C.C. From TO TC Cont. 0- 0- 0 15- 0- 0 HC Cont. 0- 0- 0 15- 0- 0 92 C 1532 C 897 T I -K 0.09 278 C I -L 0.14 376 C H -L 0.04 121 C G -M 0.09 263 C G -N 0.66 958 T N -C 0.58 1539 C C -B 0.03 93 C TL Defl -0.39" in I -H L/440 LL Defl -0.29" in I -H L/590 Shear // Grain in K -L 0.40 Loading Live Dead (psf) TC 50.0 15.0 Plates for each ply each face. HC 0.0 5.0 PLATING CONFORMS TO TPI Total 50.0 20.0 70.0 PLATE VALUES MAY HE VERIED Spacing 16.0" WITH ROBBINS ENGINEERING, INC. Lumber Duration Fector 1.00 GRIP BASED ON SPF & SYP LUMBER Plate Duration Factor 1.00 USING GROSS AREA TEST. TC Fb=1.15 FC=i.10 Ft=l.10 Plate - LOCK 20 Ga, Gross Area BC Fb=l.10 Fc=l.10 Ft=l.10 Plate - ~/'I8 20 Ga, Gross Area Jt Type Plt Size X Y JSI Plus 2 U~balanced Load Cases A LOCK 1.0x 3.0 Ctr Ctr 0.90 A LOCK 1.0x 3.0 Ctr Ctr 0.00 Jt React Uplft Size Req'd J LOCK 3.0x 6.0-0.5 Ctr 0.99 Lbs Lbs In-Sx In-Sx K LOCK 1.0x 3.0 Ctr Ctr 0.90 D 683 0 3- 8 1- 9 L LOCK 3.0x 3.0 Ctr Ctr 0.71 C 683 0 3- 8 1- S M LOCK 1.0x 3.0 Ctr Orr 0.90 N LOCK 3.0x 6.0 0.5 Ctr 0.99 Membr CSI P Lbs Axl-CSI-Bnd B LOCK 1.0x 3.0 Ctr Ctr 0.90 .......... Top Chords .......... B A -J 0.26 0 T 0.00 0.26 D J -K 0.40 2250 C 0.06 0.34 I K -L 0.61 2250 C 0.09 0.52 H L -M 0.58 2300 C 0.05 0.53 G M -N 0.58 2300 C 0.05 0.53 C N -B 0.32 0 T 0.00 0.32 ........ Bottom Chords ......... D -I 0.31 1419 T 0.19 0.12 I -H 0.78 2300 T 0.27 0.51 H -G 0.78 2300 T 0.27 0.51 G -C 0.50 1426 T 0.13 0.37 LOCK 1.0x 3.0 Ctr Ctr 0.00 LOCK 3.0x 6.0 0.5 Ctr 0.99 LOCK 3.0x 6.0 Ctr Ctr 0.95 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 3.0x 4.0 0.5 Ctr 0.90 LOCK 3.0x 6.0-0.5 Ctr 0.99 NEVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss m~mber(s). This truss must be installed as shown. It cannot he installed upside-down. Max comp. force 2300 Lbs Quality Control Factor 1.25 Truss Design Engineer: Thomas A Atbani License #: 077357-] Address; P O Box 280055, Tampa. FL 33682 Dale Sealed: I I/10/2006 Job ~ark Quan Ty~e Span P1-H1 Left OH Right OH En~n¢¢ring J604004F2 A3 s M100 1BOB0e 10200 0 0 T06111096 U# J#J604004F2 Buildings A, D, & E 2nd F/T ,a: ,~56 I 7-n:. I 5%--52 I Scale: 0 323" D -A 0.02 91 C D -K 0.53 1989 C Online Plus -- Version 20.0.006 K -J 0.65 1325 T RUN DATE: 10-NOV-06 J -L 0.06 248 C J -M 0.24 899 C CSI -Size ..... Lumber .... I -M 0.05 107 T TC 0.61 4x 2 SPF-#2 H -N 0.04 194 C BC 0.97 4x 2 8PF-#2 H -O 0.19 392 T EX S2-C 4x 2 SPF-2100 O -G 0.17 649 C WB 0.65 4x 2 EPF-STUD G -P 0.05 210 C G -Q 0.65 1327 T Brace truss as follows: Q -C 0.53 1991 C O.C. From To C -B 0.02 89 C TC Cont. 0- 0- 0 18- 8- 8 BC Cont. 0- 0- 0 18- 8- 8 Loading Live Dead (psf) TC 50.0 15.0 EC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases Jt Ty~e A LOCK Jt React Uplft Size Req~d A LOCK Lbs Lbs In-Ex In-Ex K LOCK D 956 0 3- 8 1- 8 L LOCK C 856 0 3- 8 1- 8 M LOCK N LOCK Membr CSI P Lbs Axl-CSI-End O LOCK .......... Top Chords .......... 81 LOCK A -K 0.32 0 T 0.00 0.32 P LOCK K -L 0.48 3070 C 0.16 0.32 Q LOCK L -M 0.57 3070 C 0.16 0.41 B LOCK M -N 0.61 3719 C 0.12 0.49 B LOCK N -O 0.61 3719 C 0.12 0.49 D LOCK O -81 0.51 3074 C 0.25 0.26 J LOCK 81-P 0.84 3074 C 0.25 0.29 82 LOCK P -Q 0.49 3074 C 0.16 0.33 I LOCK Q -B 0.33 0 T 0.00 0.33 H LOCK TL Defl -0.51" in I -H L/428 LL Defl -0.36" in I -S L/602 Shear // Grain in M -N 0.34 Plates for each ply each face. PLATING CONFORM8 TO TPI REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FEC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous stronghacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 3719 Lbs Quality Control Factor 1.25 RHS 20 Ga, Gross Area Plt Size X Y JSI 2.0x 4.0 0.2-0.5 0.60 1.0x 3.0 Ctr Ctr 0.00 3.0x 6.0 0.2 Ctr 0.95 2.0x 4.0 Ctr-0.5 0.60 3.0x 3.0 Ctr Ctr 0.80 2.0x 4.0 0.2-0.5 0.60 3.0x 3.0 Cfr Ctr 0.71 W3.0x 4.0 Cfr Ctr 0.00 2.0x 4.0 Ctr-0.5 0.60 3.0x 6.0-0.2 Ctr 0.96 2.0x 4.0-0.2-0.5 0.60 1.0x 3.0 Ctr Ctr 0.00 3.0x 6.0 Cfr Ctr 0.77 3.0x 8.0 Ctr Ctr 0.95 W3.0x 6.0 Ctr Ctr 0.00 2.0x 4.0-0.2 0.5 0.60 3.0x 3.0 Ctr Ctr 0.71 ........ Bottom Chords ......... G LOCK 3.0x 6.0 Ctr Cfr 0.96 D -J 0.59 1843 T 0.47 0.12 C LOCK 3.0x 6.0 Ctr Cfr 0.77 J -82 0.97 3719 T 0.95 0.02 E2-I 0.53 3719 T 0.29 0.24 I -H 0.55 3719 T 0.29 0.26 REVIEWED BY: H -G 0.57 3676 T 0.31 0.26 Robbins Engineering, Inc. G -C 0.27 1845 T 0.20 0.07 PO BOX 280055 ............. Webs ............. Tampa, FL 33682 Truss Desila~ t~n En neet: Thomas A Albani License #: ~)7735'7-1 Address: P O Box 280055, Tampa, FL 33682 Date Sealed I 1/10/2006 wa ~k Quan Type Span P1-H1 Left OH ~ight OH Engineering J604004F2 A4 8 M100 210408 10200 0 0 T06111096 U# J#J604004F2 Buildings A, D, & E 2nd F/T 1-2-0 w:308 Online Plus -- Version 20.0.006 RUN DATE: 10-NOV-06 OBI -Size ..... Lumber .... TC 0.70 4x 2 SPF-2100 EX S1-B 4x 2 EPF-#2 BC 0.67 4x 2 SPF-2100 WB 0.81 4x 2 SPF- STUD Brace truss as follows: C.C. From TO TC Cont. 0- 0- 0 21- 4- 8 BC Cont. 0- 0- 0 21- 4- 8 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd D 996 0 3- 8 1- 8 C 980 0 3- 8 1- 8 Membr CSI P Lbs ~i-CSI-Bnd .......... Top Chords .......... A -K 0.20 0 T 0.00 0.20 K -L 0.30 3686 C 0.11 0.19 L -M 0.32 3686 C 0.07 0.25 M -N 0.57 4884 C 0.15 0.42 N -O 0.70 4884 C 0.10 0.60 O -P 0.70 4884 C 0.10 0.60 P -S1 0.29 3677 C 0.16 0.13 S1-Q 0.72 3~77 C 0.36 0.36 Q -R 0.55 3677 C 0.23 0.32 R -B 0.33 0 T 0.00 0.33 ........ Bottom Chords ......... O D -J 0.30 2151 T 0.20 0.10 C J -S2 0.58 4601 T 0.50 0.08 D -A 0.02 107 C D -K 0.62 2322 C K -J 0.81 1656 T J -L 0.05 205 C J -M 0.26 988 C M -I 0.34 703 T I -N 0.05 199 O H -O 0.09 385 C H -P 0.34 705 T P -G 0.27 1006 C G -Q 0.05 224 C G -R 0.81 1654 T R -C 0.62 2315 C C -B 0.02 90 C TL Defl -0.81" in $2-I L/307 LL Defl -0.57" in S2-I L/440 Shear // Grain in N -O 0.36 Plates for each ply each face. PLATING CONFO~ TO TPI A# LOCK 3.0x 3.0 1.5-1.5 0.60 K LOCK 3.0x 8.0 0.2 Ctr 0.97 L LOCK 2.0x 4.0 Ctr-0.5 0.60 M LOCK 3.0x 4.0 Cfr Ctr 0.87 N LOCK 2.0x 4.0-0.2-0.5 0.60 0 LOCK 2.0x 4.0 0.2-0.5 0.60 P LOCK 3.0x 4.0 Ctr Ctr 0.90 S1 LOCK W3.0x 4.0 Ctr Ctr 0.00 Q LOCK 2.0x 4.0 Ctr-0.5 0.60 R LOCK 3.0x 8.0-0.2 Ctr 0.97 B# LOCK 3.0x 3.0-1.5-1.5 0.60 D LOCK 3.0x 8.0 1.0 Ctr 0.76 J LOCK 3.0x10.0 Ctr Cfr 0.97 S2 R~S W3.0X 7.0 Ctr Cfr 0.00 I LOCK 3.0x 4.0-0.5 Ctr 0.71 H LOCK 3.0x 3.0 0.2 Ctr 0.98 LOCK 3.0x10.0 Ctr Ctr 0.97 LOCK 3.0x 8.0-1.0 Ctr 0.75 S2-I 0.67 4601 T 0.40 0.27 # = Plate Monitor used I -E 0.67 4884 T 0.39 0.28 H -G 0.61 4610 T 0.33 0.28 REVIEWED BY: G -C 0.32 2144 T 0.23 0.09 Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Confozms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Max gap between edge of brg and end vertical is 1/2". Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It ca,not be installed upside-down. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. ~ comp. force 4884 Lbs Quality Control Factor 1.25 Trines Design En ,ineer: Thomas A Albani License #: 0773~7-1 Address: P O Box 280055, Tampa, FL 33682 Date Scaled: 11/10/2006 JOb 11 ~k Quan Type Span P1-H1 Left OH Right OH E.~neering J604004F2 [ A5 3 M100 151000 10200 0 0 T06111096 U# J#J604004F2 Buildings A, D, & E 2nd F/T 1-2-0 Scale: 0377" = 1' J -L 0.08 251 C J -M 0.17 Online Plus -- Version 20.0.006 I -M 0.04 RUN DATE: 10-NOV-06 H -N 0.12 TC BC WB 465 C 118 C 174 T N -G 0.19 541 C CSI -Size ..... Lumber .... G -O 0.06 184 C 0.88 3x 2 SPF-92 G -P 0.65 942 T 0.73 3x 2 SPF-2100 P -C 0.61 1639 C 0.68 3x 2 SPF-STUD C -B 0.03 88 C Brace truss as follows: TL Defl -0.41" in J -I L/449 C.C. From To LL Defl -0.29" in J -I L/627 TC Cont. 0- 0- 0 15-10- 0 Shear // Grain in L -M 0.41 BC Cont. 0- 0- 0 15-10- 0 Plates for each ply each face. Loading Live Dead (psf) PLATING CONFOR~ TO TPI TC 50.0 15.0 PLATE VALUES MAY BE VERIED BC 0.0 5.0 WITH ROBBINS ENGINEERING, INC. Total 50.0 20.0 70.0 ~RIP BASED ON flPF & SYP LUMBER Spacing 16.0" USING GROSS AREA TEST. Lumber Duration Factor 1.00 Plate - LOCK 20 Ga, Gross Area Plate Duration Factor 1.00 Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBD 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 2645 Lbs Quality Control Factor 1.25 Plate - BHS 20 Ga, Gross Area TC Fb=1.15 FC=i.10 Ft=l.10 Jt T~1)e Plt Size X Y JSI BC Fb=l.10 FC=I.10 Ft=l.10 A LOCK 1.0x 3.0 Ctr Ctr 0.90 A LOCK 1.0x 3.0 Ctr Ctr 0.00 Plus 2 Unbalanced Load Cases K LOCK 3.0x 8.0 Cfr Ctr 0.95 L LOCK 1.0x 3.0 Ctr Ctr 0.90 Jt React U~lft Size Req'd M LOCK 3.0x 3.0 Ctr Ctr 0.79 LbB Lbs In-Sx In-Sx N LOCK 3.0x 3.0 Ctr Ctr 0.69 D 722 0 3- 8 1- 8 O LOCK 1.0x 3.0 Ctr Ctr 0.90 C 721 0 3- 8 1- 8 P LOCK 3.0x 6.0 0.8 Ctr 1.00 B LOCK 1.0x 3.0 Ctr Ctr 0.90 Membr CSI P Lbs Axl-CSI-Bnd B LOCK 1.0x 3.0 Ctr Ctr 0.00 .......... Top Chords .......... D LOCK 3.0x 8.0 1.0 Ctr 0.84 A -K 0.45 0 T 0.00 0.45 J LOCK 3.0x 6.0-0.2 Ctr 0.93 K -L 0.64 2427 C 0.19 0.45 I LOCK 1.0x 3.0 Ctr Ctr 0.90 L -M 0.88 2427 C 0.30 0.58 H LOCK 1.0x 3.0 Ctr Ctr 0.90 M -N 0.68 2645 C 0.12 0.56 G LOCK 3.0x 6.0 Ctr Ctr 1.00 N -O 0.63 2391 C 0.07 0.56 C LOCK 3.0x 8.0-1.0 Ctr 0.84 O -P 0.69 2391 C 0.18 0.51 P -B 0.51 0 T 0.00 0.51 ........ Bottom Chords ......... REVIEWED BY: D -J 0.32 1515 T 0.23 0.09 Robbins Engineering, Inc. J -I 0.67 2645 T 0.30 0.37 PO Box 280055 I -H 0.73 2645 T 0.30 0.43 Tampa, FL 33682 H -G 0.73 2645 T 0.30 0.43 G -C 0.34 1518 T 0.23 0.11 REFER TO ROHBINS ENG. GENEBAL ............. Webs ............. NOTES AND S~MBOLS SHEET FOR D -A 0.03 90 C ADDITIONAL SPECIFICATIONS. D -K 0.61 1636 C K -J 0.68 984 T NOTES: Tress Design En inter Thomas A Albm~i License #: 0773~7-1 Address P O Box 280055, Tampa. Fl, 33682 Date Sealed: I 1/10/2006 Job ~k I Quan T~e Span P1-H1 Left OH Right OH Engineering J604004F2 A6 ~- moo xs~ooo ~o2o0 o o T061~096 U# J#J604004F2 Buildings A, D, & E 2nd F/T 1-2-0 Online Plus -- Version 20.0.006 RUN DATE: 10-NOV-06 CSI -Size ..... Lumber .... TC 0.21 3x 2 SPF-~2 BC 0.16 3x 2 SPF-#2 WB 0.25 5x 2 SPF-STUD .......... Top Chords .......... ........ Bottom Chords ......... V -X 0.01 0 T 0.00 0.01 X -Z 0.01 0 T 0.00 0.01 Z -BB 0.04 0 T 0.00 0.04 BB-G 0.13 2 T 0.00 0.13 G -C 0.16 4 C 0.00 0.16 D -A 0.09 46 C 0.00 0.09 C -B 0.25 66 C 0.00 0.25 .......... Gable Webs .......... J -I 0.01 116 C 0.00 0.01 L -K 0.00 115 C N -M 0.01 115 C 0.00 0.01 P -O 0.01 115 C 0.00 0.01 R -Q 0.01 115 C 0.00 0.01 T -S 0.01 115 C 0.00 0.01 V -U 0.01 115 C 0.00 0.01 X -W 0.01 116 C 0.00 0.01 S -Y 0.00 110 C BB-AA 0.14 141 C 0.00 0.14 G -H 0.07 4S C 0.00 0.07 TL Defl -0.01" in BB-G L/999 LL Defl 0.00" in BB-G L/999 Shear // Grain in AA-H 0.25 Plates for each ply each face. T LOCK 1.0x 3.0 Ctr Ctr 0.90 V LOCK 1.0x 3.0 Ctr Ctr 0.90 X LOCK 1.0x 3.0 Ctr Ctr 0.90 Z LOCK 1.0x 3.0 Ctr Ctr 0.90 BB LOCK 1.0x 3.0 Ctr Ctr 0.90 G LOCK 1.0x 3.0 Ctr Ctr 0.90 C LOCK 2.0x 4.0 Ctr 0.5 0.90 IBC/IRC-2003 and FBC 2004 (seot~on 1607.1) , 20.0 psf. Truss Design Engineer: Thomas A Albani License # 077357-I Address: PO Box 280055, Tampa, FL 33682 Date Sealed: l ]/10/2006 wa m~k Quan Type Span P1-H1 Left OH Right OH En~mecrin8 J604004F2 A7 e moo 20~09 10900 0 0 ]06111096 U~ J#J604004F2 Buildings A~ D, & E 2nd F/T 1-2-0 · c ~ 2-e-o Scale: 0 889" = 1' Online Plus -- Version 20.0.006 RUN DATE: 10-NOV-06 CSI -Size ..... Lumber .... TC 0.12 3x 2 SPF-#2 BC 0.01 3x 2 SPF-#2 WB 0.11 3x 2 8PF-STUD GW 0.02 3x 2 SPF-STUD O.C. From TO TC Cont. 0- 0- 0 2- 9- 8 BC Cont. 0- 0- 0 2- 9- 8 C -B 0.11 51 C 0.00 0.11 .......... Gable Webs .......... G -F 0.02 123 C 0.00 0.02 TL Defl 0.00" in G -C L/999 LL Defl 0.00" in G -C L/999 Shear // Grain in F -B 0.18 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & 8YP LL~4BER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - Loading Live Dead (psf) Jt Tlr~e TC 50.0 15.0 A LOCK BC 0.0 5.0 A LOCK Total 50.0 20.0 70.0 F LOCK Spacing 16.0" B LOCK Lumber Duration Factor 1.00 D LOCK Plate Duration Factor 1.00 G LOCK TC Fb=1.15 FC=i.10 Ft=l.10 C LOCK P/~S 20 ~a, Gross Area Plt Size X ¥ JSI 1.0x 3.0 Ctr Cfr 0.90 1.0x 3.0 Ctr Ctr 0.00 1.0x 3.0 Ctr Ctr 0.90 1.0x 3.0 Ctr Ctr 0.90 2.0x 4.0 Ctr 0.5 0.90 1.0x 3.0 Ctr Ctr 0.90 1.0x 3.0 Ctr Ctr 0.90 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. This truss must be installed as shown. It cannot be installed upside-down. Max oomp. force 123 Lbs Quality Control Factor 1.25 Jt React Uplft Size Req'd P~VIEWED BY: Lbs Lbs In-Sx In-Sx Robbins Engineering, Inc. Cont. Brg 0- 1- 8 to 2- 8- 0 PO Box 280055 238 0 Hz = 0 Tampa, FL 33682 Membr CSI P Lbs Axl-CSI-Bnd REffER TO ROBBINS ENG. GENERAL .......... Top Chords .......... NOTES AND SYMBOLS SHEET FOR A -F 0.11 6 C 0.00 0.11 ADDITIONAL SPECIFICATIONS. F -B 0.12 7 C 0.00 0.12 ........ Bottom Chords ......... NOTES: D -O 0.01 0 T 0.00 0.01 Trusses Manufactured bff: G -C 0.01 0 T 0.00 0.01 TRIANGLE BUILDING PRODUCTS ............. Webs ............. Analysis Conforms To: D -A 0.08 45 C 0.00 0.08 ANSI/TPI 95 & 02 Truss Desi n En ineer: Thomas A Albani I_iccn~ ~: ~773~'5-1 Address: P O Box 280055, Tampa, FL 33682 Date Sealed: I 1/10/2006 J~ ~k Quan Type Span P1-H1 Left OH Right OH Engineering J604004F2 A8 2 M100 31000 10200 0 0 T06111096 U# J#J604004F2 Buildings A, D, & E 2nd F/T 1-2-0 HO 1-2-0 lX3H Scale: 0.889" = 1' Online Plus -- Version 20.0.006 RUN DATE: 10-NOV-06 CSI -Size ..... Lumber .... TC 0.11 3x 2 SPF-#2 BC 0.01 3x 2 8PF-#2 NB 0.08 3x 2 SPF- STUD GW 0.02 3x 2 SPF- STUD Brace truss as follows: O. C. From To TC Cont. 0- 0- 0 3-10- 0 BC Cont. 0- 0- 0 3-10- 0 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 1- 8 to 3- 8- 8 335 0 Hz = 0 ~EIGHT: 16.9 LBS ............. Webs ............. NOTES: D -A 0.08 45 C 0.00 0.08 Trusses Manufactured by: C -B 0.06 38 C 0.00 0.06 TRIANGLE BUILDING PRODUCTS .......... Gable Webs .......... Analysis Conforms To: G -F 0.00 117 C ANSI/TPI 95 & 02 H -I 0.02 108 C 0.00 0.02 Design checked for LL on BC per BOCA (section 1606.2.3), TL Defl 0.00" in G -H L/999 IBC/IRC-2003 and FBC 2004 LL Defl 0.00" in D -G L/999 (section 1607.1), 20.0 psf. Shear // Grain in A -F 0.17 This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 117 Lbs Quality Control Factor 1.25 Plates for each ply eaoh face. PLATING CONFOP~fS TO TPI PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & 8YP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Elate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 1.0x 3.0 Ctr Ctr 0.90 A LOCK 1.0x 3.0 Ctr Ctr 0.00 F LOCK 1.0x 3.0 Ctr Ctr 0.90 I LOCK 1.0x 3.0 Ctr Ctr 0.90 B LOCK 1.0x 3.0 Ctr Ctr 0.90 D LOCK 2.0x 4.0 Ct= 0.5 0.90 G LOCK 1.0x 9.0 Ctr Ctr 0.90 H LOCK 1.0x 3.0 Ctr Ctr 0.90 C LOCK 1.0x 3.0 Cfr Ctr 0.90 Membr CSI P Lbs Axl-CSI-Bnd REVIEWED BY: .......... Top Chords .......... Robbins Engineering, Inc. A -F 0.10 6 C 0.00 0.10 PO Box 280055 F -I 0.11 6 C 0.00 0.11 Tampa, FL 33682 I -B 0.08 4 C 0.00 0.08 ........ Bottom Chords ......... REFER TO ROBBINS ENG. GENERAL D -G 0.01 0 T 0.00 0.01 NOTES AND S~MBOLS SHEET FOR G -H 0.00 0 T ADDITIONAL SPECIFICATIONS. E -C 0.00 0 T Truss Desi En ineer: Thomas A Albani Dale Sealed: I 1/10/2006 Job M~a Quan Typ~ Span P1-H1 Left OH Right OH J604004F2 A9 i Mi00 30000 10200 0 0 T06111096 U# J#J604004F2 Buildings A, D, & E 2nd F/T 1-2-0 Scale: 0813" Online Plus -- Version 20.0.006 RUN DATE: 10-NOV-06 CSI -Size ..... Lumber .... TC 0.13 3x 2 SPF-#2 BC 0.05 3x 2 SPF-#2 TL Defl 0.00" in G -H L/999 WB 0.10 3x 2 SPF-STUD LL Defl 0.00" in G -H L/999 GW 0.08 3x 2 SPF-STUD Shear // Grain in F -I 0.19 Brace truss as follows: Plates for each ply each face. C.C. From To PLATING CONFOPa~S TO TPI TC Cont. 0- 0- 0 3- 0- 0 PLATE VALUES MAY BE VERIED BC Cent. 0- 0- 0 3- 0- 0 WITH ROBBIN8 ENGINEERING, INC. GRIP BASED ON 8PF & 8YP LUMBER Loading Live Dead (psf) USING GROSS AREA TEST. TC 50.0 15.0 Plate - LOCK 20 Ga, Gross Area BC 0.0 5.0 Plate - RHS 20 Ga, Gross Area Total 50.0 20.0 70.0 Jt Type Plt Size X Y JSI Spacing 16.0" A LOCK 1.0x 3.0 Cfr Ctr 0.90 Lumber Duration Factor 1.00 A LOCK 1.0x 3.0 Ctr Ctr 0.00 Plate Duration Factor 1.00 F LOCK 1.0x 3.0 Ctr Ctr 0.90 TO Fb=1.15 Fc=l.10 Ft=l.10 I LOCK 1.0x 3.0 Ctr Ctr 0.90 BC Fb=l.10 FC=i.10 Ft=l.10 B LOCK 1.0x 3.0 Ctr Cfr 0.90 D LOCK 2.0x 4.0 Ctr 0.5 0.90 Jt React Uplft Size Req'd G LOCK 1.0x 3.0 Ctr Ctr 0.90 Lbs Lbs In-Sx In-Sx H LOCK 1.0x 3.0 Cfr Ctr 0.90 Cont. Brg 0- 1- 8 to 2-10- 8 C LOCK 1.0x 3.0 Ctr Ctr 0.90 326 0 HZ = 13 ............. Webs ............. NOTES: D -A 0.10 46 C 0.00 0.10 Trusses Manufactured by: C -B 0.07 24 C 0.00 0.07 TRIANGLE BUILDING PRODUCTS .......... Gable Webs .......... Analysis Conforms To: G -F 0.05 123 C 0.00 0.05 ANSI/TPI 95 & 02 H -I 0.08 43 C 0.00 0.08 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. This t=uss must be installed as shown. It cannot be installed upside-down. Max comp. force 123 Lbs Quality Control Factor 1.25 M~mbr CSI P Lbs Axl-CSZ-Bnd REVIEWED BY: .......... Top Chords .......... Robbins Engineering, Inc. A -F 0.10 8 C 0.00 0.10 PO Box 280055 F -I 0.13 14 C 0.00 0.13 Tampa, FL 33682 I -B 0.03 6 C 0.00 0.03 ........ Bottom Chords ......... P~FER TO ROBBINS ENG. GENERA~ D -G 0.02 0 T 0.00 0.02 NOTES A~D SYMBOLS SHEET FOR G -H 0.03 i T 0.00 0.03 ADDITIONAL SPECIFICATIONS. H -C 0.05 6 C 0.00 0.05 License #; '077357- Date Sealed 11/10/2006 J~ ~,.rk Quart ~ Smart J604004F2 Al0 I M100 210208 U# J#J604004F2 Buildings A, D, & E 2nd F/T P1-H1 Left OH Right OH Engineering 10200 0 0 T06111096 1-2-0 HO 1-2-0 (w)gx4 I I M 0 Q S U W Y ~ CC EE GQ HO 1-2-0 &lxg= ggx3 H J L N P R 14-2-0 ALL PLATES ARE LO~0, # = PLATE SELECTED IN PLATE ~ITOR See Joint G For Typioal Gable Plate Size and Place~ent T V X Z ~ BB DD FF HH JJ 314 /////////~//~////////////////!9PL 20-11-8 ~I 21-2-8 Scale: 0 295" = 1' Online Plus -- Version 20.0.006 RUN DATE: 10-NOV-06 CSI -Size ..... L~t~ber .... TC 0.15 41 2 SPF- g2 .......... Top Chords .......... ........ Bottom Chords ......... DD-FE 0.00 0 T HH-JJ 0.00 0 T JJ-C 0.01 0 T 0.00 0.01 D -A 0.18 84 C 0.00 0.18 C -B 0.06 46 C 0.00 0.06 .......... Gable Webs .......... H -G 0.04 48 C 0.00 0.04 J -I 0.10 142 C 0.00 0.10 L -K 0.00 110 C N -M 0.01 116 C 0.00 0.01 P -O 0.00 115 C R -Q 0.00 115 C T -S 0.00 115 C V -U 0.00 115 C X -W 0.00 115 C Z -Y 0.00 115 C BB-AA 0.00 115 C DD-CC 0.00 116 C ~-EE 0.00 115 C HH-GG 0.00 115 C JJ-II 0.00 116 C LL Defl 0.00" in H -J L/999 Shear // Grain in G -I 0.17 Ag LOCK 3.01 3.0 1.5-1.5 0.60 G LOCK 2.01 4.0 Ctr-0.5 0.60 Y LOCK 2.01 4.0 Ctr-0.5 0.60 CC LOCK 2.01 4.0 Cfr-0.5 0.60 J LOCK 2.01 4.0 Ctr 0.5 0.60 N LOCK 2.01 4.0 Ctr 0.5 0.60 P LO~ 2.01 4.0 Ctr 0.6 0.60 T LOCK 2.01 4.0 Ctr 0.5 0.60 V LOCK 2.01 4.0 Ctr 0.6 0.60 X LOCK 2.01 4.0 Ctr 0.5 0.60 BB-DD 0.00 0 T Z LOCK 2.01 4.0 Ctr 0.5 0.60 ~ LOCK ~3.01 4.0 Ctr Ctr 0.00 BB LCCK 2.01 4.0 Ctr 0.5 0.60 DD LOC~ 2.01 4.0 Ctr 0.5 0.60 FF LOCK 2.01 4.0 Ctr 0.5 0.60 HE LOC/( 2.01 4.0 Ctr 0.5 0.60 JJ LOCK 2.01 4.0 Ctr 0.5 0.60 C LOCK 2.01 4.0 0.2 Ctr 0.90 g = Plate b~r~tor used Truss Design En ineer: Thonms A Albani License #: 0773~7-1 Address; PO Box 280055, Tampa, FL 33682 Date Sea]ed: ] 1/10/2006 j~b M~x Quan Type Span P1-H1 Left OH Right OH Engineering J604004F2 Al 1 9 M100 210208 10200 0 0 T06111096 U# J#J604004F2 Buildings A, D, & E 2nd F/T w:308 o~ w:308 R: ~88 ~o R: 972 Scale: 0287" Online Plus -- Version 20.0.006 RUN DATE: 10-NOV-06 TC 0.65 4x 2 SPF-2100 EX S1-B 4x 2 SPF-#2 BC 0.64 4x 2 SPF-2100 WB 0.80 4x 2 SPF-STUD O. C. From TO TC Cont. 0- 0- 0 21- 2- 8 BC Cont. 0- 0- 0 21- 2- 8 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-ex In-ex D 989 0 3- 8 1- 8 C 972 0 3- 9 1- 9 ............. Webs ............. D -A 0.02 107 C D -K 0.62 2302 C K -J 0.80 1635 T J -L 0.05 205 C J -M 0.26 968 C M -I 0.33 675 T I -N 0.04 189 C E -O 0.09 366 C E -P 0.33 675 T P -G 0.26 983 C G -Q 0.05 224 C G -R 0.80 1633 T R -C 0.61 2294 C C -B 0.02 90 C TL Defl -0.78" in S2-I L/317 LL Defl -0.54" in S2-I L/454 Shear // Grain in N -O 0.35 Plates for each ply each face. PLATING CONFOP/4S TO TPI USING GROSS AI~EA TEST. Plate - LOCK 20 Ga, Gross A~ea Plate - ~HS 20 Ga, Gross Area Jt Tlr~e Plt Size X Y JSI A# LOCK 3.0x 3.0 1.5-1.5 0.60 K LOCK 3.0x 8.0 Ctr Ctr 1.00 L LOCK 2.0x 4.0 Ctr-0.5 0.60 M LOCK 3.0x 4.0 Ctr Ctr 0.83 Membr CSI P Lbs Axl-CSI-Bnd N LOCK 2.0x 4.0-0.2-0.5 0.60 .......... Top Chords .......... O LOCK 2.0x 4.0 0.2-0.5 0.60 A -K 0.20 0 T 0.00 0.20 P LOCK 3.0x 4.0 Ctr Ctr 0.86 K -L 0.30 3647 C 0.10 0.20 S1 LOCK W3.0X 4.0 Ctr Ctr 0.00 L -M 0.32 3647 C 0.07 0.25 Q LOCK 2.0x 4.0 Ctr-0.5 0.60 M -N 0.54 4810 C 0.27 0.27 R LOCK 3.0x 8.0 Ctr Ctr 1.00 N -O 0.65 4810 C 0.10 0.55 B# LOCK 3.0x 3.0-1.5-1.5 0.60 O -P 0.65 4810 C 0.10 0.55 D LOCK 3.0x 8.0 1.0 Ctr 0.75 P -81 0.27 3639 C 0.15 0.12 J LOCK 3.0x 8.0-0.8 Ctr 1.00 Sl-Q 0.72 3639 C 0.36 0.36 S2 ~HS W3.0x 7.0 Ctr Ctr 0.00 Q -R 0.54 3639 C 0.22 0.32 I LOCK 3.0x 3.0-0.2 Ctr 0.99 R -B 0.33 0 T 0.00 0.33 H LOCK 3.0x 3.0 0.2 Ctr 0.94 ........ Bottom Chords ......... G LOCK 3.0x 8.0 0.8 Ctr 1.00 D -J 0.29 2132 T 0.20 0.09 C LOCK 3.0x 8.0-1.0 Cfr 0.75 J -S2 0.56 4544 T 0.49 0.07 82-I 0.63 4544 T 0.49 0.14 # = Plate Monitor used I -H 0.64 4810 T 0.38 0.26 H -G 0.59 4551 T 0.33 0.26 ~VIEWED B~: G -C 0.32 2126 T 0.23 0.09 Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 P~FER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses ~anufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANHI/TPI 95 & 02 Design checked for LL on BC per BOCA (seotion 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Max gap between edge of brg and end vertical is 1/2". Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This trues must be installed as shown. It cannot be installed upside-down. NOTE: USER }fODIFIED PLATES This design may have plates selected through a plate monitor. ~hax comp. force 4810 Lbs Quality Control Factor 1.25 Date Sealed: I 1/10/2006 Job ~k Quan Type Span P1-M1 Left OH Right 0H ! ~,l~,nccm~ J604004F2 Al2 4 14100 241100 10200 0 0 ~i -i-06111o% U# J#J604004F2 Buildings A, D, i g 2nd F/T 2-0 W:308 o ~o TC 2-7-8 I 5-2-4 7-9-12 W:308 o° W:308 - - 1'~-1o-8 I i~-~z I 24-1~_-o Robblns Engineering, Inc./O~line PlusTM ~PROX. TRUSS WEIGHT: 116.1 LBS V -I 0.71 1029 T 0.27 0.44 I -D 0.58 874 T 0.27 0.31 Online Plus -- Version 20.0.006 ............. Webs ............. RUN DATE: 10-NOV-06 F -A 0.03 90 C F -N 0.49 1312 C CSI -Size ..... Lumber .... N -M 0.46 669 T TC 0.87 3x 2 SPF-#2 M -0 0.09 258 C EX S1-C 3x 2 SPF-2100 M -Y 0.20 302 T RC 0.64 3x 2 SPF-2100 X -Y 0.05 154 C EX S2-D 3x 2 SPF-#2 K -Q 0.08 254 C w~ 0.70 3x 2 SPF-STUD K -R 0.70 1019 T R -E 0.59 1578 C Brace truss as follows: E -B 0.05 145 C O.C. From TO E -B 0.05 145 C TC Cont. 0- 0- 0 24-11- 0 E -S 0.45 1197 C BC Cont. 0- 0- 0 24-11- 0 S -V 0.40 583 T V -W 0.11 338 C Loading Live Dead (psf) I T 0.03 70 C TC 50.0 15.0 I -U 0.11 167 T BC 0.0 5.0 U -D 0.35 943 C Total 50.0 20.0 70.0 D -C 0.02 82 C Spacing 16.0" Lumber Duration Factor 1.00 TL Dell -0.27" ~n I -D L/457 Plate Duration Factor 1.00 LL Dell -0.22" in M -X L/750 TC Fb=1.15 Fc=l.10 Ft=l.10 Shear // Grain in W -T 0.45 Plates for each ply each face. Plus 4 Ur~oalanced Load Cases FLATING CONFORMS TO TPI .......... Top Chords ........ A LOCK 1.0x 3.0 Ctr Ctr 0.00 ........ Bottom Chords ......... C LOCK 1.0x 3.0 Ctr Ctr 0.00 V LOCK 3.0x 3.0 Ctr Ctr 0.91 I LOCK 3.0x 3.0 Ctr Ctr 0.71 D LOCK 3.0x 6.0 Ctr Ctr 0.71 ANSI/TPI 95 & 02 Design checked for I~L on BC per BOCA (section 1606.2.3), strongbacks (on edge) every truss member(s). Date Sealed: 11/10/2006 Job M~k Quan T~pe Span P1-H1 Left OH Right OB Eng, nccnn~ J604004F2 A 12A 3 Mloo 140000 10200 0 0 1'o611 lo% U# J#J604004F2 Buildings A, D, i E 2nd F/T lx3~ HO I-2-0 W:308 HGR R: 641 7-9-I2 8-8-4 11-3-0 13-10 8 ~ 14-0-0 ALL pLATES ~ ~0 Rohbins Engineering, Inc./Online Plus~ APPROX. TRUSS W~IG~T: 65.9 L~S Scale: 0 427' = 1' Online Plus -- Version 20.0.006 RUN DATE: 10-NOV-06 CSI -Size ..... Lln~ber .... TC 0.76 3x 2 SPF-#2 BC 0.57 3x 2 SPF-2100 ~ 0.54 3x 2 SPF-STUD O.C. From TO TC Cont. 0- 0- 0 14- 0- 0 BC Cont. 0- 0- 0 14- 0- 0 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 F -C 0.36 1328 T 0.12 0.24 ............. Webs ............ D -A 0.03 90 C D -I 0.53 1425 C I -H 0.53 775 T S -J 0.08 249 C H -K 0.14 282 C G -K 0.04 140 C F -L 0.06 192 C F -M 0.54 780 T M -C 0.54 1433 C C -B 0.03 90 C TL Dell -0.28" in H -G L/566 LL Dell -0.21" in H -G L/770 Shear // Grain in J -K 0.40 Plates for each ply each face. PLATING CONFORMS TO TPI Tampa, FL 33682 ~FER TO ROBBINS ENG. GENERAL NOTES AND SYI4BOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nail~ at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. ~lax comp. force 2051 Lbs Quality Control Factor 1.25 Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx D 642 0 3- 8 1- 8 C 642 0 3- 8 1- 8 ........ Bottom Chords ......... D -H 0.28 1320 T 0.20 0.08 Jt Type Plt Size X Y JSI A LOCK 1.0x 3.0 Ctr Ctr 0.90 A LOCK /.Ox 3.0 Ctr Ctr I LOCK 3.0x 6.0-0.2 Ctr 0.98 J LOCK 1.0x 3.0 Cfr Cfr 0.90 K LOCK 3.0x 3.0 Ctr Ctr 0.71 L LOCK 1.0x 3.0 Ctr Ctr 0.90 M LOCK 3.0x 6.0 0.2 Ctr 0.99 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 3.0x 6.0 0.2 Ctr 0.98 LOCK 3.0x 6.0 Ctr Ctr 0.82 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 3.0x 3.0 0.5 Ctr 0.96 LOCK 3.0x 6.0-1.5 Ctr 0.77 Dame Sealed 11/10/2006 Job ~=k Quan Type Span P1-H1 Left OH Right OH J604004F2 Al3 1 MIOO 80000 10200 O O [06111096 U# J#J604004F2 Buildings A, D, & E 2nd F/T 120 HO 1-2 0 1x3 HO 1 2-0 Robb±ns Engineering, Inc./Online PlusTM APPROX. TRUSS WEIGHT: 32.6 LBS Online Plus -- Version 20.0.006 RUN DATE: 10-NOV-06 CSI -Size ..... Lumber .... TC 0.10 3x 2 SPF-#2 BC 0.01 3x 2 SPF-#2 W~ 0.08 3x 2 SPF-STUD GW 0.04 3x 2 SPF-STUD Brace truss as follows: O.C. From To TC Cont. 0 0- 0 8- 0- 0 BC Cont. 0- 0- 0 8- 0- 0 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Luncher Duration Factor 1.00 Plate Duration Factor 1.00 L -N 0.00 0 T N -P 0.00 0 T P -R 0.00 0 T D -A 0.08 46 C 0.00 0.08 C -B 0.08 46 C 0.00 0.08 J -I 0.00 116 C L -K 0.00 115 C N -M 0.04 115 C P -0 0.00 115 C R -Q 0.00 116 C TL Defl 0.00" in J -L L/999 LL Defl 0.00" in R -C L/999 Shear // Grain in A -I 0.17 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE V;~LUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP LUMBER USING GROSS APdA TEST. Plate - LOCK 20 Ga, Gross ar~a Plate - RSS 20 Ga, Gross Area Jt React Uplft Size Req'd Jt Ty~e Plt Size X Y JSI Lbs Lbs In-Sx In-Sx A LOCK 1.0x 3.0 Ctr Ctr 0.90 Cont. Brg 0- i- 8 to 7-10- S A LOCK 1.0x 3.0 Cfr Ctr 0.00 724 0 ~z = 0 I LOCK 1.0x 3.0 Ctr Ctr 0.90 K LOCK 1.0x 3.0 Ctr Ctr 0.90 Membr CSI P Lbs Ax1-CSI-Bnd M LOCK 1.0x 3.0 Ctr Ctr 0.90 .......... Top Chords .......... 0 LOCK 1.0x 3.0 Ctr Cfr 0.90 A ~I 0.10 6 C 0.00 0.10 Q LOCK 1.0x 3.0 Ctr Ctr 0.90 I -K 0.10 6 C 0.00 0.10 B LOCK 1.0x 3.0 Ctr Ctr 0.90 K -M 0.10 6 C 0.00 0.10 D LOCK 2.0x 4.0 Ctr 0.5 0.90 M -O 0.10 6 C 0.00 0.10 J LOCK 1.0x 3.0 Ctr Ctr 0.90 0 -Q 0.10 6 C 0.00 0.10 L LOCK 1.0x 3.0 Ctr Cfr 0.90 Q -B 0.10 6 C 0.00 0.10 N LOCK 1.0x 3.0 Ctr Ctr 0.90 ........ Bottom Chords ......... P LOCK 1.0x 3.0 Ctr Ctr 0.90 D -J 0.01 0 T 0.00 0.01 R LOCK 1.0x 3.0 Ctr Ctr 0.90 J -L 0.00 0 T C LOCK 1.0x 3.0 Ctr Ctr 0.90 P~EFER TO ROBBINS ENG. GENERA~ NOTES AND SY14BOLS S~EET FOR ADDITIONA~ SPECIFICATIONS. NOTES: Trusses MAnufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TFI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and F~C 2004 (section 1607.1), 20.0 psf. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 116 Lbs Quality Control Factor 1.25 '[russDesi Enuineer ]'homasA Albani i icense # ~773~7 I Add~ess PO Box 280055, Iampa. FI. ~3682 Dale Sealed l 1/10/2006 Job ~k Quan Type Span P1-B1 Left OB Right OH ~n~m¢¢nng J604004F2 Al4 5 M100 161000 10200 0 0 F061 I1096 U# J#J604004F2 Buildings A, D, & E 2nd F/T i 2-0 No 1-2-0 Bo 1-2-0 ix3- (w) 2x4 = lX3 A K L M N 0 p 7_9_12 8-9-4 11-4-12 Onlsne Plus -- Version 20.0.006 RUN DATE: 10-NOV-06 D -K 0.66 1758 C K -J 0.76 1098 T J -L 0.08 242 C J -M 0.22 608 C I -M 0.07 109 T E -N 0.07 109 T N -G 0.22 608 C G -0 0.08 242 C G -P 0.76 1098 T P -C 0.66 1758 C C -B 0.03 90 C CSI -Size ..... Lumber .... TC 0.87 3x 2 SPF-#2 BC 0.57 3x 2 SPF-2100 WB 0.76 3x 2 SPF- STUD O. C. From To TC Cont. 0- 0- 0 16-10- 0 TL Defl -0.47" in I -S L/417 BC Cont. 0- 0- 0 16-10- 0 LL Defl -0.33" in I -H L/586 Shear // Grain in A -K 0.39 Loading Live Dead (psf) TC 50.0 15.0 Plates for each ply each face. BC 0.0 5.0 PLATING CONFO~/4S TO TPI Total 50.0 20.0 70.0 PLATE VALUES MAY BE VERIED Spacing 16.0" WITH ROBBINS ENGINEERING, INC. Lumber Duration Factor 1.00 GRIP BASED ON EPF & STP LUMBER Plate Duration Factor 1.00 USING GROSS ~2REA TEST. TC Fb=l.15 Fc=i.10 Ft=l.10 Plate - LOCK 20 Ga, Gross Area BC Fb=l.10 Fc=l.10 Ft=l.10 Plate - PJ/S 20 Ga, Gross Area Jt T~pe Plt Size X Y JSI Plus 2 Unbalanced Load Cases A LOCK 2.0x 4.0 0.2-0.5 0.60 A LOCK 1.0x 3.0 Ctr Ctr 0.00 Jt React Uplft Size Req'd K LOCK 3.0x 8.0-0.2 Ctr 0.98 D 768 0 3- 8 1- 8 L LOCK 2.0x 4.0 Ctr-0.5 0.60 C 768 0 3- 8 1- 8 M LOCK 3.0x 3.0-0.2 Ctr 0.85 N LOCK 3.0x 3.0 0.2 Ctr 0.85 Membr CSI P Lbs ~1 CSI-Bnd O LOCK 2.0x 4.0 Ctr-0.5 0.60 .......... Top Chords ........ F LOCK 3.0x 8.0 0.2 Ctr 0.98 A -K 0.46 0 T 0.00 0.46 B LOCK 2.0x 4.0-0.2-0.5 0.60 K -El 0.69 2646 C 0.23 0.46 B LOCK 1.0x 3.0 Ctr Ctr 0.00 Sl-L 0.57 2646 C 0.23 0.34 D LOCK 3.0x 8.0 1.0 Ctr 0.90 L -M 0.87 2646 C 0.36 0.51 J LOCK 3.0x 6.0-0.5 Ctr 0.93 M -N 0.53 3041 C 0.30 0.23 I LOCK 2.0x 4.0-0.2 0.5 0.60 N -O 0.87 2646 C 0.36 0.51 S LOCK 2.0x 4.0 0.2 0.5 0.60 O -P 0.69 2646 C 0.23 0.46 S2 RHS W2.0x 7.0 Ctr Ctr 0.00 P -B 0.46 0 T 0.00 0.46 G LOCK 3.0x 6.0 0.5 Ctr 0.93 ........ Bottom Chords ......... C LOCK 3.0x 8.0-1.0 Ctr 0.90 D -J 0.35 1628 T 0.25 0.10 J -I 0.57 3041 T 0.31 0.26 I -S 0.57 3041 T 0.31 0.26 P~VIEWED BY: H -S2 0.57 3041 T 0.31 0.26 Robbins Engineering, Inc. S2-G 0.50 3041 T 0.46 0.04 PO BOX 280055 G -C 0.35 1628 T 0.25 0.10 Tampa, FL 33682 ............. Webs ............. D -A 0.03 90 C BEFER TO ROBBINS ENG. GENERAL NOTES A~D SY~M~OLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trueses Manufactured by: TRIANGLE BUILDING PRODUCTS A~alysis Conforms TO: A~SI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 3041 Lbs Quality Control Factor 1.25 Date Sealed 11/10/2006 JOb Mark Quan Type Span P1-H1 Left OB Right OH E~lL~ll~eeiii]~ J604004F2 Al5 3 M100 140300 10200 0 0 T06111096 ~ U~ J#J604004F2 Buildings A, D, & E 2nd F/T W:308 W:308 o 647 ~ ............ Webs ........... REFER TO ROEBINS ENG. GENERAL D -A 0.03 90 C Online Plus -- Version 20.0.006 D -J 0.54 1440 C RUN DATE: 10-NOV-06 J -I 0.54 792 T I -K 0.08 253 C CSI -Size ..... Lumber .... I -L 0.14 295 C TC 0.81 3x 2 SPF-#2 H -L 0.04 138 C BC 0.62 3x 2 SPF-2100 G -M 0.07 201 C WB 0.55 3x 2 SPF-STUD G -N 0.55 801 T N C 0.54 1449 C Brace truss a8 follows: C -B 0.03 90 C C.C. From To TC Cont. 0- 0- 0 14- 3- 0 BC Cont. 0- 0- 0 14- 3- 0 TL Defl -0.30" in I -H L/544 LL Defl -0.22" in I -S L/741 Shear // Grain in K -L 0.41 Loading Live Dead (psf) TC 50.0 15.0 Plates for each ply each face. BC 0.0 5.0 PLATING CONFORMS TO TPI Total 50.0 20.0 70.0 PLATE VALUES MAY BE V~RIED Spacing 16.0" WITH ROBBINS ENGINEERING, INC. Lumber Duration Factor 1.00 GRIP BASED ON SFF & SYP LL~MBER Plate Duration Factor 1.00 USING GROSS AREA TEST. TC Fb=l.15 FC=i.10 Ft=l.10 Plate - LOCK 20 Ga, Gross Area BC Fb=l.10 Fc=l. I0 Ft=l.10 Plate - RHS 20 Ga, Gross Area Jt Type Plt Smze X Y JSI Plus 2 Unbalanced Load Cases A LOCK 1.0x 3.0 Ctr Ctr 0.90 A LOCK 1.0x 3.0 Ctr Ctr 0.00 Jt React gplft Size Req'd J LOCK 3.0x 6.0-0.2 Ctr 0.99 Lbs Lbs In-Sx In Sx K LOCK 1.0x 3.0 Ctr Ctr 0.90 D 648 0 3- 8 1- 8 L LOCK 3.0x 3.0 Ctr Ctr 0.71 C 647 0 3- 8 1- 8 M LOCK 1.0x 3.0 Ctr Ctr 0.90 N LOCK 3.0x 6.0 0.2 Ctr 1.00 Membr CSI P Lbs Axl-CSI-Bnd B LOCK 1.0x 3.0 Ctr Ctr 0.90 ......... Top Chords ......... B LOCK 1.0x 3.0 Ctr Ctr 0.00 A -J 0.44 0 T 0.00 0.44 D LOCK 3.0x 6.0 0.2 Ctr 0.99 J -K 0.57 2068 C 0.13 0.44 I LOCK 3.0x 6.0 Ctr Ctr 0.84 K -L 0.81 2068 C 0.16 0.65 S LOCK 1.0x 3.0 Ctr Ctr 0.90 L -M 0.56 2085 C 0.14 0.42 G LOCK 3.0x 3.0 0.5 Ctr 0.99 M -N 0.58 2085 C 0.14 0.44 C LOCK 3.0x 6.0-0.2 Ctr 1.00 N -B 0.53 0 T 0.00 0.53 ........ Bottom Chords ......... D -I 0.28 1334 T 0.20 0.08 REVIEWED BY: I -H 0.62 2085 T 0.24 0.38 Robbins Engineering, Inc. H -G 0.62 2085 T 0.24 0.38 PO BOX 280055 NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FEC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This t~ss must be installed as shown. It cannot be installed upside-down. Max comp. force 2085 Lbs Quality Control Factor 1.25 G -C 0.39 1342 T 0.12 0.27 Tampa, FL 33682 Dale Sealed: ] 1/10/7006 JOb Mz~rk ! Quan Type Span P1-H1 Left OH Right OH J604004F2 Al5A [ 1 M100 140200 10200 0 0 [ 1'06111096 U#J#J604004F2 Buildings A, D, & E 2nd F/T 1-2-0 Robbins Engineering, Inc /Online plusm A~PROX. TRUSS W~IGHT: 67.3 LBS ........... Webs ............ REFER TO ROBBINS ENG. GENERAL D -A Online Plus -- Version 20.0.006 D -J RUN DATE: i0-NOV-06 J -I C$I -Size- TC 0.79 3x 2 BC 0.58 3x 2 WB 0.54 3x 2 0.03 90 C 0.54 1430 C 0.54 780 T I -K 0.08 250 C .... L~er .... I -L 0.14 286 C SPF #2 H -L 0.04 139 C SPF-2100 G -M 0.06 195 C SPF-STUD G -N 0.54 787 T N -C 0.54 1438 C C -B 0.03 90 C TC Cont. BC Cont. 0-0-014-2-0 0-0-014-2-0 Loathing Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TL Dell -0.29" in I -H L/562 LL Defl -0.21" in I -H L/765 Shear // Grain in K -L 0.41 Plates for each ply each face. PLATING CONFORMS TO TPI BC Fb=l.10 FC=i.10 Ft=l.10 Plate - NES 20 Ga, Gross D~rea Jt T~rpe Plt Size X Y JSI Plus 2 Unbal~ced Load Cases A LOCK 1.0x 3.0 Ctr Ctr 0.90 A LOCK 1.0x 3.0 Ctr Ctr 0.00 Jt React Uplft Size Req'd J LOCK 3.0x 6.0 0.2 Ctr 0.98 Lbs Lbs In-$x In-Sx K LOCK 1.0x 3.0 Ctr Ctr 0.90 D 644 0 3 8 1- 8 L LOCK 3.0x 3.0 Ctr Ctr 0.71 C 644 0 3- 8 1- 8 M LOCK 1.0x 3.0 Ctr Ctr 0.90 N LOCK 3.0x 6.0 0.2 Ctr 0.99 M~mbr CSI P Lbs A~i-CSI-Bnd B LOCK 1.0x 3.0 Ctr Ctr 0.90 .......... Top Chords .......... B LOCK 1.0x 3.0 Ctr Ctr 0.00 A -J 0.45 0 T 0.00 0.45 D LOCK 3.0x 6.0 0.2 Ctr 0.98 J -K 0.58 2048 C 0.13 0.45 I LOCK 3.0x 6.0 Ctr Ctr 0.83 K -L 0.79 2048 C 0.16 0.63 H LOCK 1.0x 3.0 Ctr Ctr 0.90 L -M 0.53 2062 C 0.13 0.40 G LOCK 3.0x 3.0 0.5 Ctr 0.97 M -N 0.58 2062 C 0.13 0.45 C LOCK 3.0x 6.0-0.2 Ctr 0.99 N -B 0.53 0 T 0.00 0.53 ........ Bottom Chords ......... D -I 0.28 1325 T 0.20 0.08 REVIENED BY: I -K 0.58 2062 T 0.23 0.35 Robbmns EngineQrmng, Inc. H -G 0.58 2062 T 0.23 0.35 PO Box 280056 G -C 0.37 1333 T 0.12 0.25 T~pa, FL 33682 NOTES AND SYI~BOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at Dale Sealed I I/I0/2006 J~ ~k Quan Type Span J604004F2 Al6 1 M100 140300 U~ J#J604004F2 Buildings A, D, & E ~d F/T-- Pl-H1 Left OH Right OH En~ineerin~ 10200 0 0 106111096 1-2-0 14-0-0 14-3-0 14-3-0 A~L pLATES A~E LOCK20 Se~ Joint G FOr T~xcal G~le Plate Size and Plac~nt R -T 0.01 0 T 0.00 0.01 T -V 0.01 0 T 0.00 0.01 Online Plus -- Version 20.0.006 V -X 0.02 0 T 0.00 0.02 RUN DATE: 10-NOV-06 X -Z 0.08 3 T 0.00 0.08 Z -C 0.12 6 C 0.00 0.12 C$I -Size ..... Lu~ber ................. Webs ............. TC 0.17 3x 2 8PF-#2 D -A 0.09 46 C 0.00 0.09 BC 0.12 3x 2 SPF-#2 C -B 0.18 54 C 0.00 0.18 WB 0.18 3x 2 SPF-STUD .......... Gable Webs .......... R LOCK 1.0x 3.0 Ctr Ctr 0.90 T LOCK 1.0x 3.0 Ctr Ctr 0.90 V LOCK 1.0x 3.0 Ctr Ctr 0.90 X LOCK 1.0x 3.0 Ctr Ctr 0.90 Z LOCK 1.0x 3.0 Ctr Ctr 0.90 C LOCK 2.0x 4.0 Ctr 0.5 0.90 GW 0.10 3x 2 SPF-STUD H -G 0.01 116 C 0.00 J -I 0.01 115 C 0.00 Brace truss as follows: L -K 0.01 115 C 0.00 O.C. From To N -M 0.01 115 C 0.00 TC Cont. 0- 0- 0 14- 3- 0 P -O 0.01 115 C 0.00 BC Cont. 0- 0- 0 14- 3- 0 R -Q 0.01 115 C 0.00 T -S 0.01 116 C 0.00 Loading Live Dead (psf) V -U 0.00 112 C TC 50.0 15.0 X -W 0.09 133 C 0.00 BC 0.0 5.0 Z -Y 0.10 44 C 0.00 Total 50.0 20.0 70.0 Spacing 16.0" TL Defl 0.00" in X -Z Lumber Duration Factor 1.00 LL Dell 0.00" in X -Z Plate Duration Factor 1.00 Shear // Grain in W -Y BC Fb--l.10 Fc=l.10 Ft=l.10 Plates for each ply each PLATING CONFORMS TO TPI 0.01 Robbins Engineering, Inc. 0.01 PO Box 280055 0.01 Tampa, FL 33682 0.01 0.01 REFER TO ROBBINS ENG. GE~-ER/tL 0.01 NOTES A~D SYMBOLS SHEET FOR 0.01 ADDITION~ SPECIFICATIONS. 0.09 NOTES: L/999 ANSI/TPI 95 & 02 .......... Top Chords .......... A LOCK 1.0x 3.0 Ctr Ctr 0.00 ........ Bottom Chords ......... B LOCK 1.0x 3.0 Ctr Ctr 0.00 This truss must ~ installed as shown. It cannot be installed upside-down. Address PO Box280055, Tampa lq 33682 Date Sealed: I 1/10/2006 JOb i ~k Quan Type Span P1-H1 Left OH Right OH }ngm¢¢rm~ 3604004F2 i AJ7 i M100 100808 10200 0 0 T061] ]096 U# J#J604004F2 Buildings A, D, & E 2nd F/T 1-2-0 T~ 1-3-12 Online Plus -- Version 20.0.006 RUN DATE: 10-NOV-06 CHI -Size ..... Lumber .... TC 0.11 3x 2 SPF-#2 BC 0.01 3x 2 SPF- #2 WB 0.0S 3x 2 SPF STUD GW 0.04 3x 2 SPF- STUD Brace truss as follows: O. C. From To TC Cont. 0- 0- 0 10- 8- 8 BC Cont. 0- 0- 0 10- 8- 8 / / / ALL I~LA~S ~ LOCK20 I -H 0.00 0 T P~VIEWED BY: H -G 0.00 0 T Rok~0ins Engineering, Inc. G -C 0.01 0 T 0.00 0.01 PO Box 280055 ............. Webs ............. Tampa, FL 33682 D -A 0.07 42 C 0.00 0.07 C -B 0.08 46 C 0.00 0.08 REFER TO ROBBINS ENG. GENERAL .......... Gable Webs .......... NOTES AND S194BOLS SHEET FOR Loading Live Dead TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plato Duration Factor 1.00 Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Erg 0- 1- 8 to 10- 7- 0 965 0 Hz = 0 O Membr CHI P I~s Axl-CHI-Bnd Q ........ Top Chords ......... R (psf) A -N 0.09 5 C 0.00 0.09 S N -0 0.11 6 C 0.00 0.11 T 0 -P 0.10 5 C 0.00 0.10 B P -Q 0.10 5 C 0.00 0.10 B Q -R 0.10 6 C 0.00 0.10 D R -S 0.10 6 C 0.00 0.10 M S -T 0.10 6 C 0.00 0.10 L T -B 0.10 6 C 0.00 0.10 K ........ Bottom Chords ......... J M -L 0.00 0 T H L -K 0.00 0 T G K -J 0.00 0 T C J -I 0.00 0 T M -N 0.01 112 C 0.00 0.01 L -0 0.00 116 C K -P 0.04 115 C J -Q 0.00 115 C I -R 0.00 115 C H -S 0.00 115 C G -T 0.00 116 C TL Defl 0.00" in H -G L/999 LL Defl 0.00" in G -C L/999 Shear // Grain in N -O 0.17 USING GROSS ABrA TEST. Plate - LOCK 20 Ga, Gross Area ADDITIONI~L SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section i606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 116 Lbs Quality Control Factor 1.25 Dale Scalcd I 1/10/2006 j~ M~k Quan Type Span J604004F2 Al8 9 M100 100808 U# J#J604004F2 Buildings A, D, & E 2nd F/T P1-H1 Left OH Right OH I tngmeel,ng 10200 0 0 [ F06111096 H0 1 2 0 ............. Webs ............. NOTES: Online Plus -- Version 20.0.006 RUN DATE: 10-NOV-06 CSI -Size ..... Lumber TC 0.77 3x 2 SPF-2100 BC 0.76 3x 2 SPF-2100 WB 0.49 3x 2 SPF-STUD O.C. From To TC Cont. 0- 0- 0 10- 8- 8 BC Cont. 0- 0 0 10 8- 8 Loading Live Dead (p~f) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lu~ber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases Plus 1 BC LL Load Case(s) D -A 0.02 82 C D -J 0.49 1319 C O -J 0.10 155 T G -M 0.03 97 C G -N 0.27 399 T N -C 0.40 1065 C C -B 0.02 80 C TL Dell -0.41" in G -C L/299 LL Dell 0.27" in G -C L/450 Shear // Grain in J -M 0.47 Plates for each ply each face. PLATING CONFOP/qS TO TPI Plate - RES 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 1.0x 3.0 Ctr Ctr 0.90 A LOCK 1.0x 3.0 Ctr Ctr 0.00 J LOCK 3.0x 4.0-1.0 Ctr 0.98 M LOCK 1.0x 3.0 Ctr Ctr 0.90 N LOCK 3.0x 4.0 0.5 Ctr 0.96 B LOCK 1.0x 3_0 Ctr Ctr 0.90 B LOCK 1.0x 3.0 Ctr Ctr 0.00 D LOCK 3.0x 6.0 Ctr Ctr 0.98 O LOCK 1.0x 3.0 Ctr Ctr 0.90 G LOCK 3.0x 3.0 Ctr Ctr 0.71 C LOCK 3.0x 6.0 Ctr Ctr 0.79 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx D 523 0 3- 8 1- 8 C 507 0 3- 8 1- 8 Membr CSI P Lbs A~i-CSI-Bnd .......... Top Chords .......... A -J 0.75 0 T 0.00 0.75 TLEVIEWED BY: J -M 0.77 1226 C 0.02 0.75 Robbins Engineering, Inc. M -N 0.53 1226 C 0.02 0.51 PO Box 280055 N -B 0.43 0 T 0.00 0.43 Tampa, FL 33682 ....... Bottom Chords ......... D -O 0.76 1226 T 0.16 0.60 REFER TO ROBBINS ENG. GENERA~ O -G 0.76 1226 T 0.16 0.60 NOTES AND SYMBOLS SHEET FOR G -C 0.47 987 T 0.14 0.33 ADDITIONAL SPECIFICATIONS. TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at Dale Sealed 11/10/2006 JOb ~ Mark Quan Type Span P1-H1 Left OH Right OH J604004F2 Al9 7 M100 140500 10200 0 0 T06111096 U~ J#J604004F2 Buildings A, D, & E 2nd F/T 3x3 -- %3x3 3x6 lx31[ 3x3 lx31l 3x6 A J K L M N B 3x6 Scale 0411" c 3x6= Online Plus -- Version 20.0. 006 RUN DATE: 10-NOV-06 CSI -Size ..... Lumk~r .... TC 0.87 3x 2 8PF-#2 BC 0.66 3x 2 SPF-2100 WB 0.57 3x 2 SPF-STUD Brace truss as follows: O. C .' From To TC Cont. 0- 0- 0 14- 5- 0 BC Cont. 0- 0- 0 14- 5- 0 Load/ng Live Dead {psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumb~r Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx D 672 0 3- 8 1- 8 C 655 0 3- 8 1- 8 .......... Top Chords .......... L -M 0.87 2108 C 0.16 0.71 L -G 0.14 312 C G -M 0.09 257 C G -N 0.56 814 T N -C 0.55 1461 C C -B 0.03 90 C TL Defl -0.33" in H -G L/510 LL Defl -0.24" in H -G L/694 Shear // Grain in L -M 0.42 Plates for each ply each face. PLATING CONFORMS TO TPI PI~%TE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP L~ER USING G~OSS AREA TEST. Plate LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A# LOCK 3.0x 3.0 1.5-1.5 0.60 J LOCK 3.0x 6.0-0.5 Ctr 0.95 K LOCK 1.0x 3.0 Ctr Ctr 0.90 L LOCK 3.0x 3_0 Ctr Ctr 0.71 M LOCK 1.0x 3.0 Cfr Ctr 0.90 N LOCK 3.0x 6.0 0.5 Ctr 0.94 B# LOCK 3.0x 3.0-1.5-1.5 0.60 D LOCK 3.0x 6.0 0.5 Ctr 0.95 · LOCK 3.0x 4.0-0.5 Ctr 0.78 H LOCK 1.0x 3.0 Ctr Ctr 0.90 G LOCK 3.0x 6.0 Ctr Ctr 0.87 C LOCK 3.0x 6.0-0.5 Ctr 0.94 # = Plate Monitor used REVIEWED BY: Robblns Engineering, Inc. PO BOX 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL ........ Bottom Chords ...... NOTES AND SYMBOLS S~ET FOR D -I 0.42 1361 T 0.12 0.30 I -H 0.66 2131 T 0.24 0.42 H -G 0~66 2131 T 0.24 0.42 G -C 0.28 1353 T 0.20 0.08 D A 0.03 107 C D -J 0.55 1469 C J -I 0.57 834 T I -K 0.07 213 C H -L 0.04 137 C ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Desi~ checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section i607.1), 20.0 psf. ~ gap between edge of brg and end vertical is 1/2". Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at trUSS member(s). This truss must be installed as shown. It cannot be installed upside-down. NOTE: USER~ODIFIED PLATES This design may have plates selected through a plate monitor. Max comp. force 2131 Lbs Quality Control Factor 1.25 J~ Mark Quan Type Span P1-H1 Left OB Right J604004F2 A20 I 9 M100 140208 10200 0 0 U# J#J604004F2 Buildings A, D, & E 2nd F/T 106111096 1-2-0 D -A 0.03 90 C Online Plus -- Version 20.0.006 D -J 0.55 1460 C RUN DATE: 10-NOV-06 J -I 0.56 817 T I -K 0.07 207 C CSI -Size ..... Lumber .... H -L 0.04 138 C TC 0.84 3x 2 SPF-#2 L -G 0.14 304 C BC 0.64 3x 2 SPF-2100 G -M 0.09 255 C WB 0.56 3x 2 SPF-STUD G -N 0.55 803 T N -C 0.54 1451 C Brace truss as follows: C -B 0.03 90 C O.C. From To TC Cont. 0- 0- 0 14- 2- 8 BC Cont. 0- 0- 0 14- 2- 8 ............. Webs ............. ~EFER TO ROBBINS ENG. GENEP~L NOTES AND S~M~OLS SHEET FOR ADDITIONAL SPECIFICATIONS. TL Defl -0.31" in S -G L/522 LL Defl -0.23" in H -G L/710 Shear // Grain in L -M 0.42 Loading Live Dead (psf) TC 50.0 15.0 Plates for each ply each face. BC 0.0 5.0 PLATING CONFORMS TO TPI Total 50.0 20.0 70.0 PLATE VALUES MAY BE VERIED Spacing 16.0" WITS ROBBINS ENGINEERING, INC. Lumber Duration Factor 1.00 GRIP BASED ON SPF & SYP LUMBER Plate Duration Factor 1.00 USING GROSS A~EA TEST. TC Fb=1.15 Fc=l.10 Ft=l.10 Plate - LOCK 20 Ga, Gross Area BC Fb=l.10 Fc=l.10 Ft=l.10 Plato - P~qS 20 Ga, Gross Area Jt Type Plt Size X Y JSI Plus 2 Unbalanced Load Cases A LOCK 1.0x 3.0 Ctr Ctr 0.90 J LOCK 3.0x 6.0-0.5 Ctr 0.94 Jt React Uplft Size Req'd K LOCK 1.0x 3.0 Ctr Ctr 0.90 Lbs Lbs In-Sx In-Sx L LOCK 3.0x 3.0 Ctr Ctr 0.71 D 651 0 3- 8 1- 8 M LOCK 1.0x 3.0 Ctr Ctr 0.90 C 651 0 3- 8 1 8 N LOCK 3.0x 6.0 0.2 Ctr 1.00 B LOCK 1.0x 3.0 Ctr Cfr 0.90 Membr CSI P Lbs AxI CSI-Bnd B LOCK 1.0x 3.0 Ctr Ctr 0.00 .......... Top Chords .......... D LOCK 3.0x 6.0 1.5 Ctr 0.79 A -J 0.53 0 T 0.00 0.53 I LOCK 3.0x 4.0-0.5 Ctr 0.77 J -K 0.58 2108 C 0.14 0.44 S LOCK 1.0x 3.0 Ctr Ctr 0.90 K -L 0.58 2108 C 0.14 0.44 G LOCK 3.0x 6.0 Ctr Ctr 0.86 L -M 0.84 2088 C 0.16 0.68 C LOCK 3.0x 6.0 0.2 Ctr 1.00 M -N 0.58 2088 C 0.14 0.44 N -B 0.44 0 T 0.00 0.44 ........ Bottom Chords ......... REVIEWED BY: D -I 0.40 1352 T 0.12 0.28 Robbins Engineering, Inc. I -S 0.64 2108 T 0.24 0.40 PO BOX 280055 H -G 0.64 2108 T 0.24 0.40 Tampa, FL 33682 G -C 0.28 1344 T 0.20 0.08 NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 2108 Lbs Quality Control Factor 1.25 Dam Sealed I I/I 0/2006 Job I ~k Quan T!rpe Span P1-H1 Left OH Right OH J604004F2 [ A21 ~. MlOO 140100 10200 0 0 106111096 U# J#J604004F2 Buildings A, D, & E 2nd F/T Online Plus -- Version 20.0.006 RUN DATE: 10-NOV-06 T -V 0.01 0 T 0.00 0.01 T LOCK 1.0x 3.0 Ctr Ctr 0.90 V -X 0.01 0 T 0.00 0.01 V LOCK 1.0x 3.0 Ctr Ctr 0.90 X -Z 0.01 0 T 0.00 0.01 X LOCK 1.0x 3.0 Ctr Ctr 0.90 Z -C 0.01 0 T 0.00 0.01 Z LOCK 1.0x 3.0 Ctr Ctr 0.90 ............. Webs ............. C LOCK 2.0x 4.0 Ctr 0.5 0.90 CSI -Size ..... Lumber .... D -A 0.16 52 C 0.00 0.16 TC 0.17 3x 2 SPF-#2 C -B 0.09 46 C 0.00 0.09 BC 0.12 3x 2 SPF-#2 .......... Gable Webs ..... WB 0.16 3x 2 SPF-STUD H -G 0.11 43 C 0.00 0.11 GW 0.1i 3x 2 SPF-STUD J -I 0.09 132 C 0.00 0.09 Brace t~uss as follows: O.C. From To TC Cont. 0- 0- 0 14- 1 0 BC Cont. 0- 0- 0 14- 1- 0 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" L -K 0.00 112 C N -M 0.01 115 C 0.00 0.01 P -0 0.01 115 C 0.00 0.01 R -Q 0.01 115 c 0.00 0.01 T -S 0.01 115 C 0.00 0.01 V -U 0.01 115 C 0.00 0.01 X -W 0.01 115 C 0.00 0.01 Z -Y 0.01 116 C 0.00 0.01 L/999 L/999 0.21 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 0- 0 to 14- 1- 0 1384 0 Hz = 26 TL Defl 0.00" in S -J LL Defl 0.00" in H -J Shear // Grain in G -I Plates for each ply each PLATING CONFORMS TO TPI A G 0.08 18 C 0.00 0.08 G G -I 0.17 29 C 0.00 0.17 I I -K 0.12 19 C 0.00 0.12 K K M 0.11 18 C 0.00 0.11 M M O 0.11 16 C 0.00 0.11 O Y -B 0.10 7 C 0.00 0.10 B USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - P~HS 20 Ga, Gross Area Jt T~rpe Plt Size X Y JSI LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 ........ Bottom Chords ........ B LOCK 1.0x 3.0 Ctr Ctr 0.00 D -E 0.12 7 C 0.00 0.12 D LOCK 1.0x 3.0 Ctr Ctr 0.90 E -J 0.08 3 T 0.00 0.08 H LOCK 1.0x 3.0 Ctr Ctr 0.90 J -L 0.02 0 T 0.00 0.02 J LOCK 1.0x 3.0 Ctr Ctr 0.90 L -N 0.01 0 T 0.00 0.01 L LOCK 1.0x 3.0 Ctr Ctr 0.90 N -P 0.01 0 T 0.00 0.01 N LOCK 1.0x 3.0 Ctr Ctr 0.90 P -R 0.01 0 T 0.00 0.01 P LOCK 1.0x 3.0 Ctr Ctr 0.90 R -T 0.01 0 T 0.00 0.01 R LOCK 1.0x 3.0 Ctr Ctr 0.90 P-EVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 ~FER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analys~s Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 {section 1607.1), 20.0 psf. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 132 Lbs Quality Control Factor 1.25 Date Sealed 1[/10/2006 Job M~k Quan Type Span P1-H1 Left OH Right OH kngmcelmg J604004F/ A22 5 M100 80000 10200 0 0 T06111096 U# J#J604004F2 Buildings A, D, & E 2nd F/T ¥ 1-2-0 ............ 8 0 0 ............. Webs ............. Trusses M~nufactured by: Online Plus -- Version 20.0.006 RUN DATE: I0-NOV-06 CSI -Size ..... Lu~ber .... TC 0.49 3x 2 SPF-#2 BC 0.55 3x 2 SPF-#2 WB 0.30 3x 2 SPF-STUD Brace truss as follows: D -A 0.03 101 C D -E 0.30 798 C G -H 0.05 86 T F -I 0.05 86 T I -C 0.30 798 C C -B 0.03 101 C TL Defl -0.07" in F -C L/999 LL Defl -0.06" in D -G L/999 Shear // Grain in A -H 0.39 Plates for each ply each face. PLATING CONFORMS TO TPI O. C. From To TC Cont. 0- 0- 0 8- 0 0 BC Cont. 0- 0- 0 8- 0- 0 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lum~er Duration Factor 1.00 Jt T~pe Plt Size X Y JSI Plate Duration Factor 1.00 A LOCK 1.0x 3.0 Ctr Ctr 0.90 TC ~=1.15 FC=i.10 Ft=l.10 A LOCK 1.0x 3.0 Ctr Ctr 0.00 BC Fb=l.10 Fc=l.10 Ft=l.10 H LOCK 3.0x 3.0-0.5 Ctr 0.94 I LOCK 3.0x 3.0 0.5 Ctr 0.94 Plus 2 Unbalanced Load Cases B LOCK 1.0x 3.0 Ctr Ctr 0.90 Plus 1 BC LL Load Case(s) : D LOCK 3.0x 6.0 Ctr Ctr 0.60 G LOCK 1.0x 3.0 Ctr Ctr 0.90 Jt React Uplft Size Req'd F LOCK 1.0x 3.0 Ctr Ctr 0.90 I~s I~DS In-Sx In-Sx C LOCK 3.0x 3.0-0.5 Cfr 0.94 D 394 0 3- 8 1- 8 C 393 0 3- 8 1- 8 TRIANGLE BUILDING PRODUCTS Analys~s Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 798 Lbs Quality Control Factor 1.25 P~VIEWED BY: M~mbr CSI P Lbs ~l-CSI-Bnd Robbins Engineering, Inc. .......... Top Chords .......... PO Box 280055 A -H 0.49 0 T 0.00 0.49 Tampa, FL 33682 H -I 0.46 741 C 0.01 0.45 I -B 0.49 0 T 0.00 0.49 REFER TO ROBBINS ENG. GENERAL ........ Bottom Chords ......... NOTES AND SYMBOLS SHEET FOR D -G 0.55 741 T 0.22 0.33 ADDITIONAL SPECIFICATIONS. G -F 0.55 741 T 0.22 0.33 P -C 0.55 741 T 0.22 0.33 NOTES: Date Sealed 11/10/2006 Job ~ark Quan Type Span P1-H1 Left OH Right OH [ngine~ling J604004F2 A23 1 M100 100800 10200 0 0 [06111096 u# J#J604004F2 Buildings A, D, & E 2nd F/T HO i 2-0 3x6 p 7 10-4 7-11-12 ............. Webs ............. NOTES: D -A 0.02 80 C Online Plus -- Version 20.0.006 D -J 0.40 1075 C RUN DATE: 10-NOV-06 J -P 0.27 402 T P -Q 0.01 53 C CSI -Size ..... Lumber .... P -Q 0.01 53 C TC 0.79 3x 2 SPF-2100 O -N 0.10 158 T BC 0.78 3x 2 SPF-2100 N -C 0.50 1335 C WB 0.50 3x 2 SPF-STUD C -B 0.02 82 C Brace truss as follows: TL Dell -0.42" in D -P L/284 O.C. From TO LL Dell -0.28" in D -P L/429 TC Cont. 0- 0- 0 10- S- 0 Shear // Grain in Q -N 0.48 BC Cont. 0- 0- 0 10- 8- 0 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases Plus 1 BC LL Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx D 511 0 3- 8 1- 8 C 526 0 3- 8 1- 8 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A J 0.44 0 T 0.00 0.44 J -Q 0.54 1241 C 0.02 0.52 Q -N 0.79 1241 C 0.02 0.77 N -B 0.77 0 T 0.00 0.77 ........ Bottom Chords ......... D -P 0.48 995 T 0.14 0.34 P -O 0.78 1241 T 0.16 0.62 O -C 0.78 1241 T 0.16 0.62 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross ~rea Trusses Manufactured by: Plate - RRS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 1.0x 3.0 Ctr Ctr 0.90 A LOCK 1.0x 3.0 Ctr Ctr 0.00 J LOCK 3.0x 4.0-0.5 Ctr 0.96 Q LOCK 2.0x 4.0 Ctr-0.5 0.90 N LOCK 3.0x 4.0 1.0 Ctr 0.99 B LOCK 1.0x 3.0 Ctr Ctr 0.90 D LOCK 3.0x 6.0 Ctr Ctr 0.80 P LOCK 3.0x 4.0 0.5 Ctr 0.90 O LOCK 1.0x 3.0 Ctr Ctr 0.90 C LOCK 3.0x 4.0-1.0 Ctr 0.99 REVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge} ever~ 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 1335 Lbs Quality Control Factor 1.25 Date Sealed: I 1/10/2006 J604004F}~ .....i ..... A24 _._[ 6 moo 100700 U# J#J604004F2 Buildings A, D, & E 2nd F/T P1-H1 Left OH Right OH ! t:n?ncenng 10200 0 0[ I061 11096 1-2-0 · c~ 2.-~ I s-2-4 7-9-4 lo-5-8 s-~-n I I lo-~-o ...... ............. Webs ............. NOTES: D -A 0.02 80 C D -S 0.40 1065 C H -G 0.27 399 T G -I 0.03 97 C ---Lumber .... F -J 0.10 155 T SPF-2100 J -C 0.49 1319 C SPF-2100 C -B 0.02 82 C SPF-STUD Online Plus -- Version 20.0.006 RUN DATE: 10-NOV-06 CSI Size TC 0.77 3x 2 BC 0.76 3x 2 WB 0.49 3x 2 Brace t=uss as follows: O.C. From TO TC Cont. 0- 0- 0 10- 7- 0 BC Cont. 0- 0- 0 10- 7- 0 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" L%umber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 U~alanced Load Cases Plus IBC LL Load Case(s) Jt React Uplft Size Req'd I~s Lbs In-Sx In-Ex D 507 0 3- 8 i- 8 C 523 0 3- 8 1- 8 TL Defl -0.41" in D -G L/295 LL Dell -0.27" in D -G L/444 Shear // Grain in I -J 0.47 Plates for each ply each face. Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. This truss must be installed as shown. It cannot he installed upside-down. Max comp. force 1319 Lbs Quality Control Factor 1.25 PLATING CONFORMS TO TPI PLATE VALUES ~AY BE ~ERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross /%rea Plate - RHS 20 Ga, Gross Area Jt T!rpe Plt Size X Y JSI A LOCK 1.0x 3.0 Ctr Ctr 0.90 A LOCK 1.0x 3.0 Ctr Ctr 0.00 $ LOCK 3.0x 4.0-0.5 Ctr 0.96 I LOCK 1.0x 3.0 Ctr Ctr 0.90 J LOCK 3.0x 4.0 1.0 Ctr 0.98 B LOCK 1.0x 3.0 Ctr Ctr 0.90 D LOCK 3.0x 6.0 Ctr Ctr 0.79 G LOCK 3.0x 3.0 Ctr Ctr 0.71 F LOCK 1.0x 3.0 Ctr Ctr 0.90 C LOCK 3.0x 4.0-1.0 Ctr 0.98 Membr CSI P Lbs A~i-CSI-Bnd .......... Top Chords .......... P~VIEWED BY: A -H 0.43 0 T 0.00 0.43 Robbins Engineering, Inc. H -I 0.53 1226 C 0.02 0.51 PO Box 280055 I -J 0.77 1226 C 0.02 0.75 Tampa, FL 33682 J -B 0.75 0 T 0.00 0.75 ........ Bottom Chords ....... REFER TO ROBBINS ENG. GENERAL D -G 0.47 987 T 0.14 0.33 NOTES AND SYMBOLS SHEET FOR G -F 0.76 1226 T 0.16 0. 60 ADDITION/fL SPECIFICATIONS. F -C 0.76 1226 T 0.16 0.60 Date Sealed: I 1/10/2006 Job ~rk I Quan Type Span P1-H1 Left OB Right OH / Fngi,eem~g J604004F2 A25 ! 7 M100 110400 10200 0 0 I i q06111096 U# J#J604004F2 Buildings A, D, & E 2nd F/T D 3x6 W:308 Scale: 05t1" - 1' Robbins Engineer.ng, Inc./Online PlusTM APPROX. TRUSS W~IGHT: 54.2 LBS Online Plus -- Version 20.0.006 RUN DATE: 10-NOV-06 CSI -Size- TC 0.57 3x 2 BC 0.59 3x 2 WB 0.40 3x 2 D -A 0.03 88 C D J 0.40 1085 C J -P 0.30 445 T P -Q 0.04 128 C .... Lu~ber .... G -M 0.04 128 C SPF-#2 G -N 0.30 445 T SPF-#2 N -C 0.40 1085 C SPF-STUD C B 0.03 88 C C.C. From To TC Cont. 0- 0- 0 11- 4- 0 BC Cont. 0- 0- 0 11- 4- 0 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 ............. Webs ............. NOTES AND SYMBOLS SHEET FOR ADDITIOR4%L SPECIFICATIONS. TL Defl -0.16" In G -C L/822 LL Defl -0.09" in P -G L/999 Shear // Grain in A -J 0.40 Plates for each ply each face. PLATING CONFORMS TO TPI Plate Duration Factor 1.00 Plate RHS 20 Ga, Gross Area TC Fb=l.15 FC=I.10 Ft=l.10 Jt T~pe Plt Size X Y JSI BC Fb=l.10 Fc=l.10 Ft=l.10 A LOCK 1.0x 3.0 Ctr Ctr 0.90 A LOCK 1.0x 3.0 Ctr Ctr 0.00 Plus 2 Unbalanced Load Cases J LOCK 3.0x 4.0 0.5 Ctr 0.97 Q LOCK 1.0x 3.0 Ctr Ctr 0.90 Jt React Uplft Size Req'd M LOCK 1.0x 3.0 Ctr Cfr 0.90 Lbs Lbs In-Sx In-Sx N LOCK 3.0x 4.0 0.5 Ctr 0.97 D 512 0 3- 8 1- 8 B LOCK 1.0x 3.0 Ctr Ctr 0.90 C 511 0 3- 8 I- 8 B LOCK 1.0x 3.0 Ctr Ctr 0.00 D LOCK 3.0x 6.0 Ctr Ctr 0.80 Membr CSI P Lbs kxl-CSI-Bnd P LOCK 3.0x 3.0 Ctr Ctr 0.80 .......... Top Chords .......... G LOCK 3.0x 3.0 Ctr Ctr 0.80 A -J 0.55 0 T 0.00 0.55 C LOCK 3.0x 6.0 Ctr Ctr 0.80 J -Q 0.57 1374 C 0.02 0.55 Q -M 0.27 1374 C 0.02 0.25 M -N 0.57 1374 C 0.02 0.55 REVIEWED BY: N -B 0.55 0 T 0.00 0.55 Robbins Engineering, Inc. ........ Bottom Chords ......... PO Box 280055 D -P 0.50 1005 T 0.36 0.14 Tampa, FL 33682 P -G 0.59 1374 T 0.49 0.10 G -C 0.50 1005 T 0.36 0.14 REFER TO ROBBINS ENG. GENERA~ NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every i0.0 Ft. Fasten to each truss w/ 3-16d nails at DaIc Sealed I t/I 0/2006 Jab Mark ~ Quan Type Span P1-H1 Left OH Right OH Enginee,,n8 J604004F2 A26 j i M100 110400 10200 0 0 T061 I1096 U# J#J604004F2 Buildings A, D, & E 2nd F/T LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 2.0x 4.0 Ctr 0.5 0.90 GW 0.11 3x 2 SPF-STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- 4- 0 BC Cont. 0- 0- 0 11- 4- 0 Loading Live Dead (psf) V -U 0.11 42 C 0.00 0.11 TC 50.0 15.0 BC 0.0 5.0 TL Defl 0.00" in T -V L/999 Total 50.0 20.0 70.0 LL Defl 0.00" in T -V L/999 Spacing 16.0" Shear // Grain in $ -U 0.20 Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plates for each ply each face. TC Fb=l.15 FC=i.10 Ft=l.10 PLATING CONFORMS TO TPI BC Fb=l.10 FC=i_10 Ft=l.10 PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. USING GROSS AP~EA TEST. Jt React Uplft Size Req'd Plate - LOCK 20 Ga, Gross Area A LOCK 1.0x 3.0 Ctr Ctr 0.00 .......... Top Chords .......... I LOCK 1.0x 3.0 Ctr Ctr 0.90 G -I 0.11 8 C 0.00 0.11 M LOCK 1.0x 3.0 Ctr Ctr 0.90 I -K 0.11 10 C 0.00 0.11 0 LOCK 1.0x 3.0 Ctr Cfr 0.90 K -M 0.11 11 C 0.00 0.11 Q LOCK 1.0x 3.0 Ctr Ctr 0.90 M -O 0.11 13 C 0.00 0.11 S LOCK 1.0x 3.0 Ctr Ctr 0.90 O -Q 0.11 15 c 0.00 0.11 u LOCK 1.0x 3.0 Ctr Ctr 0.90 Q -S 0.11 16 C 0.00 0.11 B LOCK 1.0x 3.0 Ctr Ctr 0.90 S -U 0.14 22 C 0.00 0.14 B LOCK 1.0x 3.0 Ctr Ctr 0.00 U -B 0.05 12 C 0.00 0.05 D LOCK 2.0x 4.0 Ctr 0.5 0.90 ........ Bottom Chords ......... H LOCK 1.0x 3.0 Ctr Ctr 0.90 D -H 0.01 0 T 0.00 0.01 J LOCK 1.0x 3.0 Ctr Ctr 0.90 H -J 0.01 0 T 0.00 0.01 L LOCK 1.0x 3.0 Ctr Ctr 0.90 J -L 0.01 0 T 0.00 0.01 N LOCK 1.0x 3.0 Ctr Ctr 0.90 L -N 0.01 0 T 0.00 0.01 P LOCK 1.0x 3.0 Ctr Ctr 0.90 H -G 0.01 116 C 0.00 0.01 J -I 0.01 115 C 0.00 0.01 L -K 0.01 115 C 0.00 0.01 N -M 0.01 115 C 0.00 0.01 P -O 0.01 115 C 0.00 0.01 R -Q 0.01 113 C 0.00 0.01 T -S 0.06 127 C 0.00 0.06 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: A~SI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and F~C 2004 (section 1607.1), 20.0 psf. This truss must be installed as shown. It cannot be installed upslde-down. Max comp. force 127 Lbs Quality Control Factor 1.25 Trus~ Desi En dneer Thomas A Albani Address P O Box 280055, '[ampa I I 33682 Dale Sealed I 1/10/2006 ......... Gable Webs .......... PO Box 280055 ROBBINS ENG. GENERAL NOTES & SYMB()LS Pi ATE LOCATION Fl OCR IRUSS SPLICE ×{ 108 Center plates on )dints unless ( 3X2, 4X2 6X2 ) otherwise noled in plate hsl I i 4~ or on drawing Dimens,ons i I I are given in inches (i.e. 1 t 12" (W) = Wide Face Plate or1 5") orlN-16ths(ie 108) (N)= Narrow Face Plate PLATE SIZE 3x5 II AND ORIENTATION The first dimension is the width measured perpendicular to slots. The second dimension is the length measured parallel to sIots Plate orientation, shown next to plate size, indicales direction of slols in connector plates DIMENSIONS All dimensions are shown ~n FT IN-SX (i e 6' 8 1/2" or 6-08-08 ) Dimensions less than one foot are shown in IN SX only(ie. 708) t 6°8°8 fi, 708 LATERAL BRACING Designates the location continuous lateral bracing (CLB) for only CLBs must be properly anchored or restrained to prevent simultaneous buckling of adjacent truss members Width (IN SX) R - Reaction (lbs) BEARING When truss is designed to bear on mulliple suppods, interior bearing locations should be marked on the truss. Interior support or temporary shoring must be in place before erecting this truss. If necessary, sh~m bearings to assure solid contact with truss ROBBINS connector plates shall be applied on both faces of truss at each joint Center the plates, unless indicated otherwise. No loose knots or wane in plate contact area. Splice only where shown Overall spans assume 4" bearing at each end, unless indicated otherwise Cutting and fabrication shall be performed us~n9 equipment which produces snug fitting joints and plales Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication and the attached truss designs are not applicable for use with fire retardant lumber and some preservative treatments Nails specified on truss design drawings refer to common wire nails, except as noted The attached design drawings were prepared in accordance with" National Design Specifications for Wood Construction" (AF & PA )," National Design Standard for Metal Plate Connected Wood Truss Construction" (ANSI/TPI 1), and HUD Design Criteria for !russed Rafters Robbins Eng Co. bears no responsibility for the erection of trusses, field bracing or permanent truss bracing Refer to BCSI 1 03 as published by Truss Plate Institute, 218 Nodh Lee Street, Suite 312, Alexandria, Virginia 22314 Persons erecting trusses are cautioned to seek professional advice concernm§ proper erection bracing to prevent toppling and "dominoing" Care should be taken to prevent damage during fabrication, storage, shipping and erection Top and bottom chords shall be adequately braced in the absence of sheathing or rigid ceiling, respectively. It is the responsibility of others to ascertain that design loads utilized on these drawings meet or exceed the actual dead loads imposed by the structure and the tive loads imposed by the local building code or historical climatic records. FURNtSH A COPY OF THE A%FACHED TRUSS DESIGN DRAWINGS TO ERECTION CONTRACTOR IT IS TIlE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW [tlESE DRAWINGS AND VERIFY THAT DATA, INCLUDING DIMENSIONS 8, LOADS, CONFORM TO ARCHITECTURAL PLAN / SPECS AND THE TRtJSS PLACEMENT DIAGRAM FURNISHED BY THE TRUSS FABRICATOR 6904 Parke East BIvd Tampa, FI 33610-4115 Tel: 813 972-1135 Fax: 813-971 6117 www robbinsenq com Job ~k Quan Type Span P1-H1 Left OH Right OH J606004R AVl 10 TR 40000 6 0 0 ¥06112328 U# J#J606004R Buildings A, D, & E R/T Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size ..... Lumberk- - TC 0.05 2x 3 SPF-#2 BC 0.04 2x 3 SPF-#2 Brace truss as follows: O. C. From To TC Cont. 0- 0- 0 4- 0- 0 BC Cont. 0- 0- 0 4- 0- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wand Load Case(s} Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 4- i to 3- 7-15 350 133 Hz = 23 PLATE VALUES MAY BE VERIFIED W~TH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS A~EA TEST. Plate - LOCK 20 Ga, Gross Area Plate - BRS 20 Ga, Gross Area Jt Type Pit Size X Y JSI A LOCK 2.0x 4.0 Ctr Ctr 0.58 B# LOCK 2.0x 4.0 Ctr-0.7 0.42 C LOCK 2.0x 4.0 Ctr Ctr 0.58 # = Plate Monitor used BEVIE~ED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 P~R TO ROBBINS ENG. GENERA~ NOTES AND SYMBOLS SEEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ~SI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Refer to Gen Dst 3 series for web bracing and plating. .......... Top Chords .......... NOTE: USER MODIFIED PLATES A -B 0.05 161 C 0.00 0.05 B -C 0.05 161 C 0.00 0.05 ........ Bottom Chords ......... A -C 0.04 19 C 0.00 0.04 TL Defl 0.00" in A -C L/999 LL Defl 0.00" in A -C L/999 Shear // Grain in A -B 0.14 Plates for each ply each face. PLATING CONFO~S TO TPI. This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-98 Truss is desired as a Main Wind-Force Resistance System. Wind Speed: 120 mph ~4ean Roof Height: 25-0 EXposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 161 Lbs Quality Control Factor 1.25 Date Scaled: l 1/28/2006 JOb M~k Quan Type Span P1-H1 Left OH Right OH Eng,nccrmg JO06004R AV2 4 TR 30000 6 0 0 106112328 U# J#J606004R Buildings A, D, & E R/T DG 1-5-0 HO 12 Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size ..... Lumber .... TC 0.02 2x 3 SPF-#2 BC 0.01 2x 3 SPF-#2 0. C. From To TC Cont. 0- 0- 0 3- 0- 0 BC Cont. 0- 0- 0 3- 0- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.O Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 4- 1 to 2- 7-15 245 93 Hz = 15 Membr CSI P Lbs Axl-CSI-Bnd PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS AI~EA TEST. Plate - LOCK 20 Ga, Gross A~ea Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 2.0x 4.0 Ctr Ctr 0.56 B# LOCK 2.0x 4.0 Ctr-0.7 0.41 C LOCK 2.0x 4.0 Ctr Cfr 0.56 # = Plate Monitor used IBC/IRC-2003 and FBC 2004 .......... Top Chords .......... NOTE: USER MODIFIED PLATES A -B 0.02 101 C 0.01 0.01 B C 0.02 101 C 0.0I 0.01 ........ Bottom Chords ......... TL Dell 0.00" in A -C L/999 LL Dell 0.00" in A -C L/999 Shear // Grain in A -B 0.08 PLATING CONFORMS TO TPI. This design may have plates selected through a plate monitor. Wind Loads - A~SI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterlor TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 101 Lbs Quality Control Factor 1.25 License # ~)773.~?-1 Address P O 13o~ 280055 fampa. FI 33682 Dale Sealed I 1/28/2006 Job Mark Quan Type Span P1-H1 Left OH Right OH i [!ngin¢crm~ J606004R AV3 4 TR 230900 6 0 0 I ¥06112328 U# J#J606004R Buildings A, D, & E R/T 6-0-0 Onlin. Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 TC 0.14 2x 4 SPF-#2 BC 0.03 2x 4 SPF-#2 Brace truss as follows: O. C. From To TC Cont. 0- 0- 0 23- 9- 0 BC Cont. 0- 0- 0 23- 9- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.9 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd .......... Top Chords .......... ........ Bottom Chords ......... .......... Gable Webs .......... F -E 0.09 281 C H -G 0.06 198 C J -I 0.09 219 C L -K 0.13 228 C D -B 0.09 120 C N -M 0.13 226 C P -O 0.09 219 C R -Q 0.06 198 C T -~ 0.09 281 C TL Defl 0.00" in T -C L/999 Shear // Grain in A -E 0.25 Plates for each ply each face. pLATING CONFOI~4S TO TPI. Tru~Dcsi n En ,inter 'rhomasA Albani L,cense #: ~77)~!1-1 Address P O Box 280055. ] ampa, Fl, 33682 Date Sealed 11/28/2006 J606J'X'4R00 ~,,~, Qutan Type, Span P1-H1 'Loft. OH Right OH I Engmeeling AV4 4 TR 190900 6 0 0 ~F06112328 ~U# J#J606004R Buildings A, D, & E R/T 500 ! DG 10 7-4 DG 10-7-4 ............. 19-9-0 RObbins Emglneering, Inc./Online plusTM ;%ppRox. TRUSS MIGHT: 81.8 LBS Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size ..... Lumber .... TC 0.48 2x 4 SPF-#2 BC 0.14 2x 3 SPF-#2 GW 0.18 2x 3 SPF-STUD Brace truss as follows: C.C. From TO TC Cont. 0- 0- 0 19- 9- 0 BC Cont. 0- 0- 0 19- 9- 0 D -B 0.11 196 C P -O 0.18 534 C TL Dell -0.03" in A -J L/999 Shear // Grain in A -I 0.45 Plates for each ply each face. PLATING CONFO~S TO TPI. Loading Live Dead (psf) Jt Type TC 37.8 7.0 A LOCK BC 0.0 8.0 I LOCK Total 37.8 15.0 52.8 B LOCK Spacing 24.0" O LOCK Lumber Duration Factor 1.15 C LOCK Plate Duratzon Factor 1.15 J LOCK TC Fb=l.15 Fc=l.10 Ft=l.10 D LOCK BC Fb=l.10 Fc=l.10 Ft=l.10 P LOCK Plt Size X · JSI 3.0x 4.0 Cfr 0.2 0.69 2.0x 4.0 Ctr Ctr 0.00 4.0x 4.0 Ctr Ctr 0.62 2.0x 4.0 Ctr Ctr 0.00 3.0x 4.0 Ctr 0.2 0.69 2.0x 4.0 Ctr Cfr 0.00 4.0x 6.0 Ctr-0.5 0.62 2.0x 4.0 Ctr Cfr 0.00 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCH 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors - 1.25 and 0.00 Max comp. force 534 Lbs Quality Control Factor 1.25 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Mambr CSI P Lbs Axl-CSI-Bnd REVIEWED BY: Bobbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO BOBBINS ENG. GENER~tL NOTES A~D SI~4BOLS SHEET FOR ADDITIONA~ SPECIFICATIONS. .......... Top Chords .......... NOTES: A -I 0.48 120 C 0.00 0.48 Trusses Manufactured by: I -B 0.48 150 T 0.00 0.48 TRIANGLE BUILDING PRODUCTS B -O 0.48 150 T 0.00 0.48 Analysis Conforms TO: O -C 0.48 120 C 0.00 0.48 ANSI/TPI 95 & 02 ....... Bottom Chords ......... Design checked for LL on BC A -J 0.14 11 T 0.00 0.14 per BOCA (section 1606.2.3), J -D 0.14 0 T 0.00 0.14 IBC/IRC-2003 and FBC 2004 D -P 0.14 0 T 0.00 0.14 (section 1607.1), 20.0 psf. P -C 0.14 11 T 0.00 0.14 Refer to Gen Dst 3 series for .......... Gable Webs .......... web bracing and plating. J -I 0.18 534 C Wind Loads - ANSI / ASCE 7-98 Date Sealed: I 1/28/2006 JOb ] Mark Quan T!;pe Span P1-H1 Left OH Right OH F,smeenng J606004R AV5 4 TR 150900 6 0 0 T06112328 U9 J#J606004R Buildings A, D, & E R/T 4-0 0 DG 8 6 6 HO I2 ¢x4 Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size ..... Lumber .... TC 0.68 2x 3 SPF #2 BC 0.17 2x 3 SPF-#2 GW 0.14 2x 3 S~F-STUD C.C. From To TC Cont. 0- 0- 0 15- 9- 0 BC Cont. 0- 0- 0 15- 9- 0 D -B 0.07 173 C P -O 0.14 452 C TL Defl -0.02" in A -J L/999 Shear // Grain in I -B 0.54 Plates for each ply each face. PLATING CONFORMS TO TPI. Loading Live Dead (psf) Jt Type TC 37.8 7.0 A LOCK BC 0.0 8.0 I LOCK Total 37.8 15.0 52.8 B LOCK Spacing 24.0" O LOCK Lumber Duration Factor 1.15 C LOCK Plate Duration Factor 1.15 J LOCK TC Fb=l.15 Fc=l.10 Ft=l.10 D LOCK Plt Size X Y JSI 3.0x 4.0 Ctr 0.2 0.64 2.0x 4.0 Ctr Ctr 0.00 4.0x 4.0 Ctr-0.2 0.57 2.0x 4.0 Ctr Ctr 0.00 3.0x 4.0 Ctr 0.2 0.64 2.0x 4.0 Ctr Ctr 0.00 2. Ox 4.0 Cfr Ctr 0.00 ~.0x 4.0 Ctr Cfr 0 00 Truss is designed as a Main Wind Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Catego~: C Occupancy Factor : 1.00 Building T~pe: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCK 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 452 Lbs Quality Control Factor 1.25 Plus 4 W~nd Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 4- 1 to 15- 4-15 1591 604 HZ = 117 .......... Top Chords .......... NOTES: A -I 0.68 187 C 0.00 0.68 Trusses Manufactured by: I -B 0.68 204 C 0.00 0.68 TRIANGLE BUILDING PRODUCTS B -O 0.68 204 C 0.00 0.68 Analysis Conforms To: O -C 0.68 187 C 0.00 0.68 ANSI/TPI 95 & 02 ........ Bottom Chords ......... Design checked for LL on BC A -J 0.17 73 C 0.00 0.17 per BOCA (section 1606.2.3), J -D 0.13 0 T 0.00 0.13 IBC/IRC-2003 and FBC 2004 D -P 0.13 0 T 0.00 0.13 (section 1607.1), 20.0 psf. P -C 0.17 73 C 0.00 0.17 Refer to Gen Dst 3 series for .......... Gable W~bs .......... web bracing and plating. J -I 0.14 452 C Wind Loads - ANSI / ASCE 7-98 Dale Sealed: I 1/28/2006 Job Mark ~ Quan T~pe J606004R AV6] 4 TR US J#J606004R Buildings A, D, & E R/T Span P1-H1 Left OH Right OH Engineering 110900 6 0 0 ¥06112328 300 DG 6 3 9 DG 6 3 9 NO 12 HO 12 Shear // Grain in A -B 0.53 TC Dead Load : Online Plus -- Version 20.0.009 Plates for each ply each face. RLTN DATE: 27-NOV-06 PLATING CONFORMS TO TPI. CSI -Size ..... Lu~ber .... TC 0.67 2x 3 SPF-2100 BC 0.58 2x 3 SPF-#2 GW 0.i1 2x 3 SPF-STUD O.C. From To TC Cont. 0- 0- 0 11- 9- 0 BC Cont. 0- 0- 0 11- 9- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 PLATE VALUES ~aT BE VERIFIED WITH ROBBINS MANUFACTURING. 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.0 Unbalanced Load Factor 1.2 U~balanced Loads Chockod Load Factors = 1.25 and 0.00 Max comp. force 782 Lbs Quality Control Factor 1.25 Plus 4 Wind Load Case(s) Flus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 4- 1 to 11- 4-15 1169 443 Hz = 85 Membr CSI P Lbs Axl-CSI-Bnd NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (sectxon 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1) , 20.0 p~f. .......... Top Chords .......... Refer to Gert Dst 3 series for A -B 0.67 782 C 0.00 0.67 web bracing and plating. B -C 0.67 782 C 0.00 0.67 Wind Loads - ANSI / ASCE 7-98 ........ Bottom Chords ......... Truss is designed as a Main A -D 0.58 242 C 0.00 0.58 Wind-Force Resistance System. D -C 0.58 242 C 0.00 0.58 Wind Speed: 120 mph .......... Gable Webs .......... Mean Roof Height: 25-0 D -B 0.11 196 T E~posure Category: C Occupancy Factor : 1.00 TL Defl -0.17" in D -C L/852 Building T!rpe: Enclosed LL Defl -0.13" in D -C L/999 Zone location: Exterior Truss Desi n En-ineer Thomas A A1bani / rcense # '~773~-I Address PO Box 280055, Tampa, FL 33~g2 Dale Sealed: 11/28/2006 J~b Mark Quan Type Span P1-H1 Left OH Right OH J606004R AV7 4 TR 70900 6 0 0 U# J#J606004R Buildings A, D, & E R/T T06112328 I 2-0-0 TC Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 LL Dell -0.02" in A -D L/999 Shear // Grain in A -B 0.38 PLATING CONFORMS TO TPI. CSI -Size ..... Lum~er .... TC 0.38 2x 3 SPF-#2 BC 0.26 2x 3 SPF-#2 GW 0.00 2x 3 SPF-STUD Brace truss as follows: O.C. From TC Cont. 0- 0- 0 BC Cont. 0- 0- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Lead Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd .......... Top Chords ......... A -B 0.38 321 C 0.00 0.38 B -C 0.38 321 C 0.00 0.38 Scale: 0757" = 1' Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load ~ 45.0 psf Rain Load = 0.0 psf Unbalanced Load Factor 1.2 Load Factors = 1.25 and 0.00 Quality Control Factor 1.25 REVIEWED BY: Robbin~ Engineering, Inc. PO Box 280055 Tampa, FL 33682 P~FER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIA/qGLE BUILDING PRODUCTS Analysis Conforms To: J~NSI/TPI 95 & 02 (section 1607.1), 20.0 psf. ........ Bottom Chords ......... Wind Loads - ANSI / ASCE 7-98 .......... Gable Webs .......... W~nd Speed: 120 mph Date Sealed: 11/28/2006 Job Mazk Quan Type Span P1-H1 Left OH Right OH InSlneerin~ J606004R AV8 4 TR 30900 6 0 0 106112328 U# J#J606004R Buildings A, D, & E R/T Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size .... Lku~ber .... TC 0.04 2x 3 SPF-#2 BC 0.03 2x 3 SPF-#2 O.C. From To TC Cont. 0- 0- 0 3- 9- 0 BC Cont. 0- 0- 0 3- 9- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Jt React Uplft Size Roq'd Lbs Lbs In-Sx In-ex Cont. Brg 0- 4- 1 to 3- 4-15 324 123 Hz = 21 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A -B 0.04 146 C 0.00 0.04 B -C 0.04 146 C 0.00 0.04 ........ Bottom Chords ......... A -C 0.03 15 C 0.00 0.03 TL Defl 0.00" in A -C L/999 LL Dofl 0.00" in A -C L/999 Shear // Grain in A B 0.12 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. A LOCK 2.0x 4.0 Ctr Ctr 0.57 B LOCK 4.0x 4.0 Ctr-l.6 0.41 P~FER TO ROBBIWS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Refer to Gen Dot 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-98 Wind Speed: 120 mph ~ean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 License # ~773~7 I Address P O Box 280055 Iampa FI. ~3692 Date Sealed: I 1/28/2006 J606004R AV9 Quan Type Span P1-H1 Left OH Right OH 4 TR 80000 6 0 0 T06112328 U~ J#J606004R Buildings A, D, & E R/T 2-0-12 TC BC Shear // Grain in A -B 0.40 Mean Roof Height: Online Plus -- Version 20.0.009 Plates for each ply each face. RUN DATE: 27-NOV-06 PLATING CONFORMS TO TPI. CSI -Size ..... Lumber .... TC 0.41 2x 3 SPF-#2 BC 0.28 2x 3 SPF-#2 WS 0.00 2x 3 SPF-STUD TC Cont. 0- 0- 0 8- 0- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Plus 4 Wind Load Case(s) .......... Top Chords .......... A -B 0.41 341 C 0.00 0.41 B -C 0.41 341 C 0.00 0.41 PLATE VALUES MAY BE VERIFIED WITS ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP Lbq4BER USING GROSS AP~EA TEST. Plate - LOCK 20 Ga, Gross Area Plate - Pd4S 20 Ga, Gross Area Jt T!rpe Plt Size X Y JSI A LOCK 2.0x 4.0 Ctr Cfr 0.65 B# LOCK 2.0x 4.0 Ctr-0.1 0.70 C LOCK 2.0x 4.0 Ctr Ctr 0.65 D LOCK 1.0x 3.0 Ctr Ctr 0.75 # = Plate Monitor used REVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. web bracing and plating. ........ Bottom Chords ......... NOTE: USER MODIFIED PLATES A -D 0.28 118 C 0.00 0.28 D -C 0.28 118 C 0.00 0.28 ............ Webs ............. D -B 0.00 17 C TL Dell -0.03" in A -D L/999 LL Defl -0.03" in A -D L/999 This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph 25-0 EXposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf RC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 EXposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 341 Lbs Quality Control Factor 1.25 Truss Desien En ineer Thomas A Albani Address P O Box 280055. Tampa. FL 33682 Date Sealed 11/28/2006 Span P1-H1 Left OH Right OH [Engineering 130100 6 0 0 · 106] ]232g J~ M~x Quan Type J606004R AVl 0 2 TR U# J#J606004R Buildings A, D, & E R/T DG 7 0-8 4x4 HO 12 3-4-0 DG 7-0-8 HO 12 Scale: 0484" Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size- - -Lu~ber .... TC 0.59 2x 3 SFF-~2 BC 0.11 2x 3 SPF-#2 GW 0.13 2x 3 SPF-STUD Brace t~uss as follows: O.C. From TO TC Cont. 0- 0- 0 13- 1- 0 BC Cont. 0- 0- 0 13- 1- 0 D -B 0.09 264 C E -H 0.13 407 C TL Defl -0.01" in D -E L/999 LL Defl 0.00" in E -C L/999 Shear // Grain in G -B 0.53 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - ~tHS 20 Ga, Gross Area Loading Live Dead {psf) Jt Type Plt Size X X JSI TC 37.8 7.0 A LOCK 3.0x 3.0 Ctr 0.2 0.67 BC 0.0 8.0 G LOCK 2.0x 4.0 Ctr Ctr 0.00 Total 37.8 15.0 52.8 B LOCK 4.0x 4.0 Ctr-0.2 0.54 Spacing 24.0" H LOCK 2.0x 4.0 Ctr Ctr 0.00 Lumber Duration Factor 1.15 C LOCK 3.0x 3.0 Ctr 0.2 0.67 Plate Duration Factor 1.15 F LOCK 2.0x 4.0 Cfr Ctr 0.00 TC Fb=l.15 FC=i.10 Ft=l.10 D LOCK 2.0x 4.0 Ctr Ctr 0.00 BC F~=i.10 Fc=l.i0 Ft--l.10 E LOCK 2.0x 4.0 Ctr Ctr 0.00 Truss is designed as a Main Wind-Force Reslstance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 per Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 407 Lbs Quality Control Factor ~.25 Plus 4 Wind Load Case(s) REVIEWED BY: Plus 2 Unbalanced Load Cases Robbins Engineering, Inc. PO Box 280055 Jt React Uplft Size Req'd Tampa, FL 33692 .......... Top Chords ......... NOTES: ........ Bottom Chords ......... Design checked for LL on BC A -F 0.07 10 T 0.00 0.07 per BOCA (section 1606.2.3), F -D 0.11 0 T 0.00 0.11 IBC/IRC-2003 and FBC 2004 D -E 0.11 0 T 0.00 0.11 (section 1607.1), 20.0 psf. E -C 0.07 10 T 0.00 0.07 Refer to Gert Dst 3 series for .......... Gable Webs .......... web bracing and plating. F -G 0.13 407 C Wind Loads - ANSI / ASCE 7-98 Date Sealed 11/28/2006 Job Mark Quan Type Span P1-H1 Left OH Right OH }nginc¢~mg J606004R AVl ] 2 TR 90100 6 0 0 1-06112328 U# J#J606004R Buildings A, D, & E R/T DG 4-9-11 2 4-0 4x4 DG 4 9 11 Shear // Grain in A -B 0.47 TC Dead Load : Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size .... L~unbe= .... TC 0.56 2x 3 SPF-#2 BC 0.37 2x 3 SPF-#2 GW 0.01 2x 3 SPF-STUD Brace truss as follows: O.C. From TO TC Cont. 0- 0- 0 9- 1- 0 BC Cont. 0- 0- 0 9- 1- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lum]ser Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Plus 2 Ur~Dalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In Sx Cont. Brg 0- 4- 1 to 8- 8-15 887 337 Hz = 63 Membr CSI P Lbs A~i-CSI-Bnd Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAY BE VERIFIED WITS ROBBINS MAI~UFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 2.0x 4.0 Ctr Ctr 0.67 B LOCK 4.0x 4.0 Ctr-0.2 0.48 C LOCK 2.0x 4.0 Ctr Cfr 0.67 D LOCK 2.0x 4.0 Ctr Ctr 0.00 .......... Top Chords .......... Refer to Gen Det 3 series for A -B 0.56 436 C 0.00 0.56 web bracing and plating. B -C 0.56 436 C 0.00 0.56 Wind Loads - ANSI / ASCE 7-98 ........ Bottom Chords ......... Truss is designed as a Main A -D 0.37 156 C 0.00 0.37 Wind-Force Resistance System. D -C 0.37 156 C 0.00 0.37 Wind Speed: 120 mph .......... Gable Webs .......... Mean Roof Eeight: 25 0 D -B 0.01 22 T Exposure Category: C Occupancy Factor : 1.00 TL Defl -0.06" in A -D L/999 Building Type: Enclosed LL Defl -0.05" in A -D L/999 Zone location: Exterior 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 E~osure Factor 1.2 Balanced Load Factor 0.8 U~balanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 436 Lbs Quality Control Factor 1.25 Dale Sealed 11/28/2006 Job Mark Quan Type Span P1-H1 Left OH Right OH K,~io¢en,g J606004R AVl2 2 TR 50100 6 0 0 T06~12328 U# J#J606004R Buildings A, D, & E R/T Scale 089t' 1' Online Plus -- Version 20.0.009 RU~ DATE: 27-NOV-06 CSI -Size ..... Lumber .... TC 0.11 2x 3 SPF-#2 BC 0.08 2x 3 SPF-#2 Brace truss as follows: c.c. From To TC Cont. 0- 0- 0 5- 1- 0 BC Cont. 0- 0- 0 5- 1- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 4- 1 to 4 8-15 465 176 Hz = 31 Membr CHI P Lbs axl-CSI-Bnd .......... Top Chords .......... A -B 0.11 227 C 0.00 0.11 B -C 0.11 227 C 0.00 0.11 ........ Bottom Chords ......... A -C 0.08 42 C 0.00 0.08 TL Defl -0.02" in A -C L/999 Shear // Grain in A -B 0.21 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAy BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & HYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross A~ea Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 2.0x 4.0 Ctr Ctr 0.60 B LOCK 4.0x 4.0 Ctr-l.6 0.43 C LOCK 2.0x 4.0 Ctr Ctr 0.60 P, EVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Refer to Gen Det 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Ur~bala~ced Load Factor 0.0 Max comp. force 227 Lbs Quality Control Factor 1.25 Address P O Box 280055. 'lampa, Fi_ 33682 Date Sealed: 11/28/2006 Span P1-H1 Left OH Right 0H 50200 3 0 0 106112328 J606a~;4R AV13~ Quan2 TyPeSp f~J~J6~4R Buildings A, D, & E R/T DG 3-6-10 HO 12 7-12 TC Scale 0738"-1' Bobbins Engln~ering, Inc./Online PlusTM ~PROX. TRUSS WEIGHT: 16.0 L~S Online Plus -- Version 20.0.009 R~N DATE: 27-NOV-06 CSI -Size- - Ltumber--- TC 0.58 2x 3 SPF-#2 BC 0.11 2x 3 SPF-#2 WB 0.07 2x 3 SPF-STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 5- 2- 0 BC Cont. 0- 0- 0 5- 2- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Plate Duration Factor 1.15 Plates for each ply ~ach face. PLATING CONFORMS TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS F~-dFACTURING. GRIP BASED ON SPF & S~P LUM~ER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RES 20 Ga, Gross Area Jt ~ype Pit Size X Y JSI A LOCK 2.0x 4.0 Ctr Ctr 0.74 B# LOCK 2.0x 6.0 Ctr 0.2 0.54 C LOCK 1.0x 3.0 Ctr Ctr 0.75 D LOCK 1.0x 3.0 Ctr Ctr 0.75 # = Plate Monitor used REVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO ROHBINS ENG. GENERAL NOTES AND S~M~OLS SHEET FOR ~DITIONA~ SPECIFICATIONS. Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.S Unbalanced Load Factor 0.0 Max comp. force 138 Lbs Quality Control Factor 1.25 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 7- 5 to 4- 6-11 481 255 HZ = 126 NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS A~alysls Conforms To: ANSI/TPI 95 & 02 D~sign checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 Membr CSI P Lbs Axl-CSI-Bnd (section 1607.1), 20.0 psf. .......... Top Chords .......... Refer to Gen Det 3 series for A B 0.58 65 C 0.00 0.58 B -C 0.34 64 C 0.00 0.34 ...... Bottom Chords ........ A -D 0.11 4 T 0.00 0.11 D -C 0.07 138 C WindLd TL Dell -0.03" in A -D L/999 Shear // Grain in A -B 0.50 web bracing and plating. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Address P O Box 280055. '[aJnpa. FI. 33682 Dale Sealed I 1/28/2006 Job Mark I Quan T~pe Span P1-H1 Left OH Right OH Fng,n¢¢rmg J606004R AVl4 I 2 DUAL 120908 6 0 0 T06112328 J#J606004R Buildings A, D, & g R/T 4-8-10 4x4 DG 10 1 11 DG 5-10-6 6 G D -B 0.77 360 C 0.02 0.75 web bracing and plating. H -G 0.65 212 C 0.00 0.65 Wind Loads - ANSI / ASCE 7-98 Online Plus -- Version 20.0.009 .......... Gable Webs .......... Truss is designed as a Main RUN DATE: 27-NOV-06 I -J 0.80 580 C 0.03 0.77 Wind-Force Resistance System. CSI -Size ..... Lumber .... TL Defl -0.10" in I -D L/999 TC 0.75 2x 3 SPF 2100 LL Defl 0.07" in I D L/999 EX B -G 2x 3 SPF-#2 Shear // Grain in J -B 0.60 BC 0.59 2x 3 SPF-#2 WB 0.77 2x 3 SPF-STUD Plates for each ply each face. G"W 0.80 2x 3 SPF-STUD PLATING CONFORMS TO TPI. PLATE VALUES ~AY BE VERIFIED Brace t~uss as follows: WITH ROBBINS MANUFACTURING. O.C. From To GRIP BASED ON SPF & SYP LLR4BER TC Cont. 0- 0- 0 12- 9- 8 BC Cont. 0- 0- 0 12- 9- 8 USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross A~ea Plate RBS 20 Ga, Gross Area Loading Live Dead (psf) Jt Type Plt Size X Y JSI TC 37.8 7.0 A LOCK 3.0x 3.0 Ctr 0.2 0.67 BC 0.0 8.0 J LOCK 2.0x 4.0 Ctr Ctr 0.00 Total 37.8 15.0 52.8 B LOCK 4.0x 4.0 Ctr-0.2 0.54 Spacing 24.0" G LOCK 2.0x 4.0 Ctr Ctr 0.38 Lumber Duration Factor 1.15 I LOCK 2.0x 4.0 Ctr Cfr 0.00 Plate Duration Factor 1.15 D LOCK 2.0x 4.0 Ctr Ctr 0.38 TC Fb=l.15 FC--i.10 Ft=l.10 H LOCK 1.0x 3.0 Ctr Ctr 0.75 Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Plus 4 Wind Load Case(s) Plus 2 U~balanced Load Cases Plus 1 BC LL Load Cas~(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 4- 1 to 12- 5- 7 1646 587 Hz = 253 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords ......... A -J 0.54 226 C 0.02 0.52 J -B 0.75 100 T 0.00 0.75 B -G 0.41 88 T 0.01 0.40 ........ Bottom Chords ......... A -I 0.29 63 C 0.00 0.29 I -D 0.59 0 T 0.00 0.59 D -H 0.45 0 T 0.00 0.45 PO Box 280055 Tampa, FL 33682 per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. No wind exposure on right end. ............. Webs ............. Refer to Gen Dot 3 series for Date Scaled l 1/28/2006 Job I ~k Quan Type J606004R AV 15 2 DUAL U# J#J606004R Buildings A, D, & E R/T DG 7-10 i3 Span PI-B1 Left OH Right OH i00908 6 0 0 I ngJneerm~ ~ T06112328 DG 5-1 2 HO 1-11-12 4-0-0 7-3-12 10-9-8 D -B 0.28 237 C 0.00 0.28 F -E 0.73 231 C 0.00 0.73 Online Plus -- Version 20.0.009 ......... Gable Webs ......... RUN DATE: 27-NOV-06 CSI -Size ..... L%nnber .... TC 0.59 2x 3 SPF-#2 BC 0.28 2x 3 SPF-#2 WB 0.73 2x 3 SPF-STUD G~W 0.23 2x 3 SPF-STUD Brace truss as follows: C.C. From To TC Cont. 0- 0- 0 10- 9 8 BC Cont. 0- 0- 0 10- 9- 8 Loading Lmve Dead (psf) TC 37.8 7.0 Jt Type BC 0.0 8.0 A LOCK Total 37.8 15.0 52.8 S LOCK Spacing 24.0" B LOCK Lumber Duration Factor 1.15 E LOCK Plate Duration Factor 1.15 G LOCK TC Fb=l.15 F¢=1.10 Ft=l.i0 D LOCK BC Fb=l.10 Fc=l.10 Ft=l.10 F LOCK G -H 0.23 403 C 0.13 0.10 TL Dell -0.02" in A -G L/999 LL Dell -0.02" in A -G L/999 Shear // Grain xn A -H 0.48 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE V/fLUES MAT BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS AR~A TEST. Plate - LOCK 20 Ga, Gross Area Plate - PJ~S 20 Ga, Gross Area Plt Size X ¥ JSI 3.0x 3.0 Ctr 0.2 0.64 2.0x 4.0 Ctr Ctr 0.00 4.0x 4.0 Ctr-0.2 0.51 2.0x 4.0 Ctr Ctr 0.38 2.0x 4.0 Ctr Ctr 0.00 1.0x 3.0 Ctr Ctr 0.75 2.0x 4.0 Ctr Ctr 0.38 web bracing and plating. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind Speed: 120 mph Mean Roof Height: 25-0 Occupancy Factor : 1.00 Building Type: Enclosed TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Plus 1 BC LL Load Case(s) : Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 4- i to 10- 5- 7 1354 474 Hz = 207 PO Box 280055 Tampa, FL 33682 Membr CSI P Lbs AX1-CSI-Bnd NOTES: .......... Top Chords ........ Tru~es Manufactured by: A -s 0.59 111 C 0.01 0.58 TRIANGLE BUILDING PRODUCTS S -B 0.53 162 T 0.00 0.53 Analysis Conforms TO: B -E 0.35 141 T 0.00 0.35 ANSI/TPI 95 & 02 ........ Bottom Chords ......... Design checked for LL on BC A -G 0.26 95 C 0.00 0.26 per BOCA (section 1606.2.3), G -D 0.28 0 T 0.00 0.29 IBC/IRC-2003 and FBC 2004 D -F 0.28 0 T 0.00 0.28 (section 1607.1), 20.0 psf. ............. Webs ............. Refer to Gen Der 3 ser~es for Box 280055, Tampa, FL 33682 Dale Scaled ] 1/28/2006 JOb I M~k Quan Type Span P1-H1 Left OH Right OH ] ~ngmee,ng J606004R~ AVl6 2 DUA~ 80908 6 0 0 ! qll6112328 U# J#J606004R Buildings A; D, & E R/T 2-8-10 DG580 #3x4 HO 12 DO 4-5-0 HO 11-12 5-3-12 Robbin8 Engineering, Inc.~Online PlusTM ;~PpRox. TRUSS ~IGRT: ]0.2 LBS 10-12 E~ Sca}e 0 648" = 1' Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 TC 0.71 2x 3 SPF-#2 BC 0.55 2x 3 SPF-#~ WB 0.95 2x 3 SPF-STUD Brace truss as follows: O.C. From TO TC Cont. 0- 0- 0 8- 9 8 BC Cont. 0- 0- 0 8- 9- 8 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Facto~ Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd .......... Top Chords .......... LL Defl -0.07" in A -D L/999 Shear // Grain in A -B 0.58 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE V~-LUES MAY BE %~ERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LL94~ER USING GROSS AREA TEST. Plato - LOCK 20 Ga, Gross Area Plate - PJ~S 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 2.0x 4.0 Ctr Cfr 0.67 B# LOCK 3.0x 4.0 Ctr-0.2 0.59 E LOCK 2.0x 4.0 Ctr Ctr 0.38 D LOCK 1.0x 3.0 Ctr Cfr 0.75 F LOCK 1.0x 3.0 Ctr Ctr 0.75 # = Plate Monitor used ANSI/TPI 95 & 02 ........ Bottom Chords ......... Refer to Gen Dst 3 series for A -D 0.55 207 C 0.00 0.55 web bracing and plating. D -F 0.13 0 T 0.00 0.13 NOTE: USER MODIFIED PLATES ............. Webs ............. This design may have plates D -B 0.95 253 C 0.00 0.95 selected through a plate F -E 0.78 258 C 0.00 0.78 monitor. Wind Loads - ANSI / ASCE 7-98 TL Doll -0.10" in A -D L/999 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Tyl~e: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.0 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 258 Lbs Quality Control Factor 1.25 Date Sealed 11/28/2006 Span P1-H1 Left OB Right OH Engineering 60708 6 0 0 T06112328 J606J°b4R00 AV ~=~] 7 : Quan 2 Type TR U# J~J~0~4R Buildings A, D, & E R/T BTC~ 3-3-12 I 6-7-8 6-7-8 Scale: 0850" - 1' TL Defl -0.07" in A -C L/999 LL Defl -0.02" in A -C L/999 Onlxne Plus - Version 20.0.009 Shear // Grain in A -B 0.34 RUN DATE: 27-NOV-06 C$I Size ..... Lumber TC 0.31 2x 3 SPFu#2 BC 0.21 2x 3 SPF-#2 Brace truss as follows: C.C. From To TC Cont. 0- 0- 0 6 7 8 BC Cont. 0- 0- 0 6- 7- 8 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Erg 0- 4- 1 to 6- 3- 7 628 238 Hz = 44 Membr CSI P Lbs Axl-CSI-Bnd ......... Top Chords ........ A -B 0.31 321 C 0.00 0.31 B -C 0.31 321 C 0.00 0.31 ........ Bottom Chords A -C 0.21 91 C 0.00 0.21 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MaY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUM~ER USING GROSS A~EA TEST. Plate - LOCK 20 Ga, Gross ~rea Plate - PJ~S 20 Ga, Gross A~ea Jt Type Plt Size X Y JSI A LOCK 2.0x 4.0 Ctr Cfr 0.63 B LOCK 4.0x 4.0 Ctr-l.6 0.45 C LOCK 2.0x 4.0 Ctr Ctr 0.63 REFER TO ROEBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Refer to Gen Det 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 321 Lbs Quality Control Factor 1.25 lruss Design Engineer Thomas A Albam License # 077357-1 Address PO Box 280055 ]ampa, FI 33682 Dale Sealed I 1/28/2006 Job ~ark Quan Type Span PI-H1 Left OR Right OH I ngin¢¢~m~ J6060048 AVl8 2 TR 20"/08 U# J#J606004R Buildings A, D, & E R/T DS 1-2-8 HO 12 DG 1-2 8 Online Plus - Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size ..... Lumber TC 0.01 2x 3 9PF-#2 BC 0.01 2x 3 SPF-#2 Brace t~uss as follows: O. C. From TO TC Cont. 0- 0- 0 2- 7- 8 BC Cont. 0- 0- 0 2- 7- 8 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 W~nd Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 4- i to 2- 3 7 205 78 Hz = 12 Membr CSI P Lbs Axl-CSI Bnd PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTLrRING. GRIP BASED ON SPF & SYP LUMBER USING GROSS A~A TEST. Plate - LOCK 20 Ga, Gross Area Plate - PHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 2.0x 4.0 Ctr Ctr 0.55 B~ LOCK 2.0x 4.0 Ctr-0.7 0.40 C LOCK 2.0x 4.0 Ctr Ctr 0.55 # = Plate Monitor used REVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. .......... Top Chords .......... NOTE: USER MODIFIED PLATES A -B 0.01 79 C 0.00 0.01 B -C 0.01 79 C 0.00 0.01 ........ Bottom Chords ........ A -C 0.01 2 C 0.00 0.01 TL Defl 0.00" in A -C L/999 LL Dell 0.00" in A -C L/999 Shear // Grain in A -B 0.05 Plates for each ply each face. PLATING CONFOP/~S TO TPI. This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Catego=5,: C Occupancy Factor : 1.00 Building Type: Enclosed 7.0 LBS Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load -- 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 79 Lbs Quality Control Factor 1.25 Licen~Truss I)esikm#: 0773~7En neerl Thomas A Albani Addr¢~: P O Box 2800>5 ]ampa FI. 33682 Date Sealed: I 1/28/2006 aob M~=X Qtlarl ~ Spa~ P1-H1 Left OH Right OH Engineering J606004RC CI 1 DHPV 240000 6 1- 0- 0 1- O- 0 T07020040 U# J#J606004RC Clubhouse R/T DO 13-6-15 HO 4-3 .......... TOp Chords A -B 0.91 2948 C 0.11 0.80 .......... Gable W~DB .......... Tm~ Design En in¢¢r: Thomas A Albani License #: 0773~7-1 Address: PO Box 280055, Tampa, FL 33682 Date Sealed: 2/I/2007 ~b ~k Quan Ty~e Span P1-H1 Left OH Right OH Engineering J606004RC C1 I DI-IPV 240000 6 1- 0- 0 1- 0- 0 T07020040 U# J#J606004RC Clubhouse R/T J606004RC C2 20 TR 240000 6 1- O- 0 1- 0- 0 T07020040 U# J#J606004RC Clubhouse R/T 4X4- DG 13-6-15 B D -C 0.80 2000 T 0.44 0.36 (section 1607.1), 20.0 psf. ............. Webs ............. Wind Loads - ANSI / ~UE 7-02 Online Plus -- version 20.0.020 F -E RUN DATE: 01-FEB-07 E -B CSI -Size ..... Lumber .... TC 0.82 2x 4 SPF-#2 BC 0.80 2x 4 SPF-#2 ~ 0.25 2x 3 SPF-STUD EX E -B 2x 3 8PF-#2 EX B -D 2x 3 SPF-#2 Brace truss as follows: O.C. From TO TC Cont. 0- 0- 0 24- 0- 0 BC Cont. 0- 0- 0 24- 0- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate DUration Factor 1.15 Plus 6 Wind Load Case(s) Plus 2 Ur~bala~ced Load Cases Plus i BC LL Load Case(s) : Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1418 751 5- 8 2- 4 HZ = -196 C 1418 751 5- 8 2- 4 HZ ~ 197 Fh~br CSI P Lbs Axl-CSI-Bnd .......... Top Chords A -F 0.82 2228 C 0.04 0.78 F -B 0.82 1972 C 0.04 0.78 B -G 0.82 1972 C 0.04 0.78 G -C 0.82 2228 C 0.04 0.78 0.25 616 C 0.44 912 T B -D 0.44 912 T D -G 0.25 616 C TL Dell -0.25" in E -D L/999 LL Defl -0.17" in E -D L/999 Shear // Grain in A -F 0.56 Plates for each Fly each face. PLATING CONFOP~S TO TPI, PLATE VALUES ~Y BE VEP~IFIED WITH ROBBINS ~L~NUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross A=ea Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4,0x 4.0 Ctr 0.1 0.89 F LOCK 2.0x 4.0 Ctr Ctr 0.42 B LOCK 4.0x 4.0 Ctr Ctr 0.77 G LOCK 2.0x 4.0 Ctr Ctr 0.42 C LOCK 4.0x 4.0 Ctr 0.1 0.89 E LOCK 3.0x 4.0 Ctr Ctr 0.82 D LOCK 5.0x 6.0 Ctr-0.5 0.62 P~VIEWED BY: Robbins Engineering, Inc. PO Box 280055 REFER TO ROBBINS ENG. GENERAL Trusses ~h~nufacturedby: ........ Bottom Chords ......... Design checked for LL on BC A -E 0.80 2000 T 0.44 0.96 per RO~A (section 1606.2.3), E -D 0.67 1321 T 0.29 0.38 IBC/IRC-2003 and FEC 2004 Truss is designed as a Main Wind-Force Resistance Syste~. Wind Speed: 120 mph Maan Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Ty~e: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per A~CE 7-02 Gro~d Snow Load - 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 E~posure Factor 1,2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors - 1.25 and 0.00 Max co~. force 2228 Lbs Quality Control Factor 1.25 Tress [)esi En neet: Thomas A Albani Address: PO Box 280055, Tampa, FL 33682 Dale Sealed: 2/I/2007 I JO~ M~=~ Quan T~e Span P1-H1 Left OH Right OH £ngineedng ~ J606004RC C3 i 20 JCA2 30000 6 1- 0- 0 0 T07020040 U# J#J606004RC Clubhouse R/T 2-2-13 1-10-3 HO 1-10-3 W:508 249 106 Online Plus -- Version 20.0.020 RUN DATE: 01-FEB-07 TL Defl -0.02" in A -C L/999 LL Defl -0.01" in A -C L/999 Shear // Grain in A -B 0.30 Plates for each ply each face. CSI -Size ..... Lumber .... PLATING CONFORMS TO TPI. TC 0.30 2x 3 SPF-#2 PLATE VALUES M~Y BE VERIFIED BC 0.19 2x 3 SPF-#2 WITH ROBBINS M~/~JFACTURING. GRIP BASED ON SPF & SYP LUMBER Brace truss as follows: USING GROSS ~ TEST. C.C. From TO Plate - LOCK 20 Ga, Gross A~ea TC Cont. 0- 0- 0 3- 0- 0 Plate - RHS 20 Ga, Gross Area BC Cont. 0- 0- 0 3- 0- 0 Jt T~e Plt Size X Y JSI A LOCK 2.0x 4.0 0.9 0.4 0.87 Loading Live Dead (psf) TC 37.8 7.0 HC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 REFER TO EDBBINS ENG. GENERAL NOTES AND S~MBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. (section 1607.1), 20.0 psf. Wind Loads - ANSI / ASCE 7-02 TrUss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0,0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 58 Lbs Quality Control Factor 1.25 Plus 5 Wind Load Case(s) Jt React Uplft Size Raq'd Lbs ~s In-Sx In-Sx A 249 107 5- 8 1- 8 HZ = 114 C 36 6 1-8 1-8 B 124 119 1- 8 1- 8 HZ = 61 M~Br CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A -B 0.30 58 C 0.00 0.30 ........ Bottom Chords ......... A -C 0.19 0 T 0.00 0.19 For proper installation of toe-nails, refer to the 2001 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: T~TJ~NGLE BUILDING PRODUCTS Analysis Conforms To: A~SI/TPI 95 & 02 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 Truss Design En neet Thomas A. Albani License #: 0773~4-1 Address: P.O Box 280055, Tampa. FL 33682 Dale Sealed; 2/I/2007 JOb uarX / Quan ~ Span P1-H1 Left OH Right OH En~inccfin~ J606004RC C4i 4 JCA2 40106 4.243 1- 5- 0 0 T07020040 U# J#J606004RC Clubhouse R T 2-3-3 1-9-10 HO 1-9-10 DG 4-5-14 1-5-0 W:508 P.: 159 U: 99 4-1-6 2-16d toenails Online Plus -- Version 20.0.020 RUN DATE: 01-FEB-07 TC 0.12 2x 4 SPF-#2 BC 0.07 2x 4 SPF-#2 Brace truss as follows: 0. C. From TO TC Cont. 0- 0- 0 4- 1- 6 BC Cont. 0- 0- 0 4- 1- 6 Loading Live Dead (psf) TC 30.0 7,0 BC 0.0 8.0 Total 30.0 15.0 45.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=l. 00 Fo=l, 00 Ft=l. 00 Load Case # 1 Girder & Snow LO Lu~3er Duration Factor 1.15 Plate Duration Factor 1.15 plf - Live Dead From To TC V 76 14 0.0' 4.1' HC V 0 16 0.0' 4.1' TC V -76 -14 0.0' -24 -4 4.1' BC V 0 -16 0.0' 0 -5 4.1' Plus 5 Wind Load Case(s) Jt React U~lft Size Req~d Lbs Lbs In-Sx In-Sx A 159 99 5- 8 1- S Hz = 38 C 22 0 1-8 1-8 HZ = 20 .......... TOp Chords .......... IBC/IRC-2003 and FBC 2004 A -E 0.12 23 C 0.00 0.12 (section 1607.1), 20,0 psf. ........ Bottom Chords ......... Use properly rated hangers for A -C 0.07 0 T 0.00 0,07 loads framing into girder TL Defl -0.01" in A -C L/999 LL Defl -0.01" in A -C L/999 Shear // Grain in A -B 0.12 Plates for each ply each face. PLATING CONFO~ TO TPI. PLATE VALUES M~Y BE VERIFIED WITH ROBEINS ~WJFACTURING. GRIP BA~ED O~ ZPF & ZYP LOM~ER USING GROSS APdA TEST. Plate - LOCK 20 Ga, Gross A=ea Plate - P,HZ 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 2.0x 4.0 Ctr Ctr 0.72 REVIEWED BY: Robbins Engineering, Inc. PO Box 280055 T~u~pa, FL 33682 P~FER TO ROBBINS ENG. GENERAL NOTES A~D SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper installation of toe-nails, refer to the 2001 National Design Specification (NDS) for Wood Construction NOTES: Trusses ~ufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANZI/TPI 95 & 02 Girder King Jack Loading TC and HC Setback 3- 0- 0 OH Loading Soffit pHf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), Wind Loads - ANSI / ~CE 7-02 Tr~s$ is designed as a Main Wind-Force Resistance Systole. Wind Speed: 120 mph Mean Roof Height: 25-0 E~posure Category: C Occupancy Factor : 1.00 Building Ty'~: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ADCH 7-02 Ground Snow Load = 45.0 psf Rain Load 0,0 psf Importance Factor 1.0 Thermal Factor 1.0 E~posure Factor 1.2 Balanced Load Factor 0.8 U~tbalanced Load Factor 0.0 Max comp. force 23 Lbs Quality Control Factor 1,25 L~ccns~ # ~773~7-1 Date Sealed 2/I/2007 wa ~=k Quan T~pe Span P1-H1 Left OH Right OH Engmeedng J606004RC CV1 ~ ~'~ ~o~oo ~ o o T070~0040 U~ J#J606004RC Clubhouse R/T 2-5-4 E -D 0.08 254 C F -B 0.02 70 C Online Plus -- Version 20.0.020 S -G 0.08 254 C RUN DATE: 01-FEB-07 TL Defl -0.01" in H -C L/999 CSI -Size ..... L~mber .... LL Defl 0.00" in H -C L/999 TC 0.21 2x 3 SPF-#2 Shear // Grain in A -D 0.29 BC 0.10 2x 3 SPF-#2 GW 0.08 2x 3 SPF-STUD Plates for each ply each face. PLATING CONFORMS TO TPI. Brace truss as follows: PLATE VALUES MAy BE VERIFIED O.C. From TO WITH ROBBINS MANUFACTURING. TC Cont. 0- 0- 0 9- 6- 0 GRIP BASED ON SPF & SYP LUMBER BC Cont. 0- 0- 0 9- 6- 0 USING GROSS AREA TE8T, Plate - LOCK 20 Ga, Gross Area Loading Live Dead (psf) Plate - RHS 20 Ga, Gross Area TC 37.8 7.0 Jt Type Plt Size X Y JSI BC 0.0 8.0 A LOCK 2.0x 4.0 Ctr Ctr 0.68 Total 37.8 15,0 52.8 D LOCK 2.0x 4.0 Ctr Ctr 0.00 Spacing 24.0" B LOCK 4.0x 4.0 Ctr-0.2 0.49 Lumber Duration Factor 1.15 G LOCK 2.0x 4.0 Ctr Ctr 0.00 Plate Duration Factor 1.15 C LOCK 2,0x 4.0 Ctr Ctr 0.68 TC Fb=l.15 Fc~l.10 Ft-l.10 E LOCK 2.0x 4.0 Ctr Ctr 0.00 BC Fbi1.10 Fc~l.10 Ftc1.10 F LOCK 2.0x 4.0 Ctr Ctr 0.00 S LOCK 2.0x 4.0 Ctr Ctr 0.00 web bracing and plating. Wind Loads - ANSI / ASCE 7-02 Truss is ~signed as a Lin Wind-Force Resistance Syst~. Wind Speed: 120 mph Mean Roof Height: 28-0 E~posure Category: C Occupancy Factor : 1.00 Building T~pe: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per A~CE 7-02 Ground Snow Load - 45.0 psf Rain Load ~ 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Plus 6 Wind Load Case(s) Plus 2 unbalanced Load Cases Jt React U~lft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 4- i to 9- 1-15 931 513 HZ = 70 Membr CSI P Lbs Axl -CSI-Bnd .......... Top Chords .......... A -D 0,21 99 C 0.00 0.21 D -B 0.21 130 T 0.00 0,21 B -G 0.21 130 T 0.00 0.21 G -C 0.21 99 C 0.00 0.21 ........ Bottom Chords ......... A -E 0,10 43 C 0.00 0.10 E -F 0.06 0 T 0.00 0.06 F -S 0.06 0 T 0.00 0.06 H -C 0,10 43 C 0.00 0.10 NOTE S: Trusses Manufactured by; TRIANGLE BUILDING PRODUCTS ~/~alysis Co~foz~s To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and F~C 2004 (section 1607.1), 20.0 psf. .......... Gable Webs .......... Refer to Gen Der 3 series for Dale Seated: 2/I/2007 J606004RC CV2 ' 2 TR S0600 6 0 0 T07020040 US J#J60600IRC Clubhouse R/T 1-5-4 Online Plus -- Version 20.0.020 RUN DATE: 01-FEB-07 CSI -Size ..... Lumber .... TC 0.14 2x 3 SPF-#2 BC 0.10 2x 3 SPF-#2 O.C. From TO TC Cont. 0- 0- 0 5- 6- 0 BC Cont. 0- 0- 0 5- 6- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0'" Lumber Duration Factor 1.15 Plate D~ration Factor 1.15 Plus 6 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 4- i to 5- 1-15 509 280 Hz - 36 M~r CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A -B 0.14 252 C 0.00 0.14 H -C 0.14 252 C 0.00 0.14 ........ Bottom Chords ......... A -C 0.10 54 C 0.00 0.10 TL Defl -0.03" in A -C L/999 LL Dell -0.01" in A -C L/999 Shear // Grain in A -B 0.24 Plates for each ply each face. PLATING CONFORMS TO TPI. PI~TE V$~LUES ~fl~Y BE VERIFIED WITH ROBBINS ~L~NUFACTURING. GRIP BASED ON 5PF & SYP LUMBER USING GROSS ~REA TEST. Plate - LOCK 20 Ga, Gross ~ea Plate - RHS 20 Ga, Gross Area Jt ~y~e Plt Size X Y JSI A LOCK 2.0x 4.0 Ctr Ctr 0.61 B LOCK 4.0x 4.0 Ctr-l.6 0.43 C LOCK 2.0x 4.0 Ctr Ctr 0.61 PO Box 280055 Tam~a, FL 33682 NOTES: Trusses ~h~nufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Refer to Gen Det 3 series for web bracing and plating. Wind Loads - ANSI / ~CE 7-02 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 m~h Mean Roof Height: 25-0 E~0~osure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ~CE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 ~ co~p. force 252 Lbs Quality Control Factor 1.25 Date Sealed: 2/I/2007 Job Mark Quan Tsrpe Span P1-H1 Left OH Right OH En~in~¢rin~ J606004R E1 :t2 MON4 20000 6 1- 0- 0 0 106112328 U% J#J606004R Buildings A, D, & E R/T 1-9-15 1-6-6 DG 2-6-4 I HO 1 3-2 W:508 R: 195 U: 179 [<~ ~ 5~?-9200 r~:~-,~ AIL pLATES ~ LOCK20 Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size ..... Lumber .... TC 0.06 2x 4 SPF-#2 BC 0.04 2x 4 SPF-#2 O.C. From To TC Cont. 0- 0- 0 2 0- 0 BC Cont. 0- 0- 0 2- 0- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In Sx A 196 179 5- 8 1- 8 Hz = 74 C 23 6 1-8 1-8 Hz = 45 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A -B 0.06 40 C 0.00 0.06 ........ Bottom Chords ......... A -D 0.04 0 T 0.00 0.04 D -C 0.02 8 T 0.00 0.02 TL Dell 0.00" in A -D L/999 LL Defl 0.00" in A -D L/999 Hz Disp LL DL TL Jt B 0.00" 0.00" 0.00" Shear // Grain in A -B 0.13 Plates for each ply each face. A LOCK 3.0x 3.0 0.5 0.2 0.62 D LOCK 4.0x 4.0 Ctr 1.0 0.46 REVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 For proper installation of toe-nails, refer to the 2001 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Wind Loads - A/~SI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf P~)of Snow Load per A SCE 7-02 Ground Snow Load = 45.0 psf P~ain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 40 Lbs Quality Control Factor 1.25 Date Sealed I 1/28;2006 Job J606004R M~k Quan Type Span P1-H1 Left OH Right OH [ En~ineem~ 52 2 JCA2 20000 6 1- 0- 0 0 j T06112328 U# J#J606004R Buildings A, D, & S R/T 1-9-15 1-6-6 DG 2-6-4 HO 1-6 6 2-16d toena&ls W:508 R: 195 2-0-0 Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CHI -Size .... Lhunber .... TC 0.06 2x 4 SPF-#2 BC 0.04 2x 4 SPF-#2 Brace truss as follows: C.C. From To TC Cont. 0- 0- 0 2- 0- 0 BC Cont. 0- 0- 0 2- 0- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Plate Duration Factor 1.15 TL Defl 0.00" in A -C L/999 LL Defl 0.00" in A -C L/999 Shear // Grain in A -B 0.13 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VA~UESMAy BE VERIFIED WITH ROBBINE MANUFACTURING. GRIP BASED ON SPF & SYP LUM~ER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X E JSI A LOCK 3.0x 3.0 0.5 0.2 0.62 REVIEWED BY: Robbins Engineering, Inc. PO BOX 280055 Tampa, FL 336H2 REFER TO ROBBINS ENG. GENEP~L NOTES A~D SYMBOLS SHEET FOR ADDITIONA~ SPECIFICATIONS. (section 1607.1), 20.0 psf. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 40 Lbs Quality Control Factor 1.25 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 196 153 3- 8 1- 8 Hz = 74 C 23 6 1-8 1-8 Hz = 45 Membr CHI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A -B 0.06 40 C 0.00 0.06 ........ Bottom Chords ........ A -C 0.04 45 T 0.00 0.04 For proper installation of toe-nails, refer to the 2001 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FSC 2004 Dale Sealed: I U28/2006 J606004R E3 2 MON4 20807 4. 243 1- 5- 0 0 306112328 U# J#J606004R Buildings A, D, & E R/T ~0 1-3-3 DG 3-1-1 / W: 604 R: 272 U: 245 4. 243 2-16d toenails Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -size ..... Lu~ber .... TC 0.12 2x 4 SPF-#2 BC 0.07 2x 4 SFF-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 2- 8- 7 BC Cont. 0- 0- 0 2- 8- 7 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plato Duration Factor 1.15 Jt B 0.00" 0.00" 0.00" Shear // Grain in A -B 0.20 Plates for each ply each face. PLATING CONFOP/4S TO TPI. PLATE VALUES MAY BE ~ERIFIED WITH ROBBINS ~L~NUFACTURING. GRIP BASED ON SPF & SIP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross ~rea Jt Type Pit Size x Y JSI A LOCK 2.0x 4.0 0.8 0.2 0.94 D LOCK 4.0x 4.0 Ctr 0.9 0.38 P~VIEWED BY: Robbins Engineering, Inc. PO BOX 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES AND SY~BOLS SHEET FOR ADDITIONAL SPECIFICATIONS. M~an Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 35 Lbs Quality Control Factor 1.25 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 273 246 6- 4 1- 8 Hz = 71 C 31 3 1-8 1-8 B 113 95 1- 8 1- 8 Hz = 49 Membr CSI P Lbs axl-CSI-Bnd .......... Top Chords A -B 0.12 35 C 0.00 0.12 ........ Bottom Chords ......... A -D 0.07 0 T 0.00 0.07 D -C 0.03 8 T 0.00 0.03 TL Dell 0.00" in A -D L/999 LL Dell 0.00" in A -D L/999 HZ Disp LL DL TL For proper lnstallat~on of toe-nails, refer to the 2001 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS per BOCA (section 1606.2.3), Date Sealed I [/28/2006 J~ Mark Quan Type Span J606004R E4 8 MON4 30508 P1-H1 Left OH Right OH I [ngineermg U# J#J606004R Buildings A, D, & E R/T 2-3-2 2-16d toenal 1 s Scale: 0 575" - 1' Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size- -- Lhunber TC 0.21 2x 4 SPF-#2 BC 0.13 2x 4 SPF-#2 Brace truss as follows: O. C. From To TC Cont. 0- 0- 0 3- 5- 8 BC Cont. 0- 0- 0 3- 5- 8 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plu~ 4 Wind Load CaBe(~) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 273 205 5- 8 1- 8 Hz = 128 C 42 7 1-8 1-8 B 143 135 1- 8 1- 8 Hz = 78 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords A -B 0.21 66 C 0.00 0.21 ........ Bottom Chords ......... A -D 0.13 0 T 0.00 0.13 D -C 0.12 11 T 0.00 0.12 LL Dell -0.01" in A -D L/999 Hz Disp LL DL TL Jt C 0.00" 0.00" 0.01" Shear // Grain in A -B 0.25 Plates for each ply each face. P~VIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 P~FER TO ROBBINS ENG. GENERAL For proper installation of toe-nails, refer to the 2001 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: TRIA/~GLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Ex~posur8 Category: C Occupancy Factor : 1.00 Building Ty~e: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Ther~ual Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 66 Lbs Quality Control Factor 1.25 Date Sealed: I U28/2006 J606004R E5 ~.4 JCA2 U# J#J606004R Build±ngs A, D, & E R/T Span P1-H1 Left OH Right OH Engineering 30508 6 0 0 T06112328 2-16d toenails 3-5-8 3-5-8 ALL pLA~S ARE LOCK20 Scale: 0.855" = 1' Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size- -Lumber .... TC 0.21 2x 4 SPF-#2 BC 0.13 2x 4 SPF-~2 Brace truss as follows: C.C. From To TC Cont. 0- 0- 0 3- 5- 8 BC Cont. 0- 0- 0 3- 5- 8 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" L%u~ber Duration Factor 1.15 Plate Duration Factor 1.15 Shear // Grain mn A -B 0.25 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES b~%Y BE VERIFIED WITH ROBBINS F~%NLrFACTURING. GRIP ~%SED ON SPF & SYP LUMBER USING GROSS APdA TEST. Plate - LOCK 20 Ga, Gross Area Plate - PJ~S 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 3.0x 3.0 0.5 0.2 0.62 REVIEWED BY: Robbins Engineering, Inc. PO BOX 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES AND SY14BOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 66 Lbs Quality Control Factor 1.25 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 180 65 1- 8 1- 8 Hz = 128 C 42 7 1-0 1-8 B 143 134 1- 8 1- 8 HZ = 78 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A -B 0.21 66 C 0.00 0.21 ........ Bottom Chords A -C 0.13 0 T 0.00 0.13 For proper installation of toe-nails, refer to the 2001 National Design Specification (NBS) for Wood Construction Truss Desi n Engineer: Thomas A Albam License #: 677357 I Address P O Box 280055, ? ampa, F[ 33682 Date Sealed: ] 1/28/2006 J606004R U# J#J606004R ~rk Quan Type Span PI-H1 Left OH Right OH ~ E6 2 JCA2 30508 6 1- 0- 0 0 ~uil~gs A, D, & E R/T '1'06112328 HO 2 3 2 DG 4 1-9 W:508 R: 273 U: 204 3-5-8 -- 3-5-8 2-16d toenails Scale 0 684" 1' Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 TL Defl -0.01" in A -C L/999 Shear // Grain in A -B 0.25 Plates for each ply each face. CSI -Size ..... Lumber .... PLATING CONFORMS TO TPI. Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 BEVIEWED BY: Robbins Engineering, Inc. PO BOX 280055 REFER TO ROBBINS ENG. GENERAL NOTES AND S~MBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. (section 1607.1), 20.0 psf. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Catego~: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 pef BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 UP]balanced Load Factor 0.0 }{ax comp. force 66 I2os Quality Control Factor 1.25 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 273 205 5- 8 1- 8 Hz = 128 C 42 7 1-8 1-8 B 143 134 1- 8 1- 8 Hz = 78 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A -B 0.21 66 C 0.00 0.21 ........ Bottom Chords ......... A -C 0.13 0 T 0.00 0.13 For proper installation of toe-nails, refer to the 2001 National Design Speczfication (NDS) for Wood Construction NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 OH Loading Soffit psf 2.0 Design c/~ecked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FEC 2004 Date Sealed: I 1/28/2006 a~ ~k Quan Type J606004R E7 2 DMHP U# J#J606004R Buildings A, D, & E R/T Span P1-H1 Left OB Right OH I En~ineermE 30508 6 1- 0- 00 ~ F0611232~ 2-16d toena/ls W:508 R: 273 U: 209 -~]~--154 3-58 Sca}e: 0621r' - 1' E -E 0.04 113 C WindLd IBC/IRC-2003 and FBC 2004 Online Plus -- Version 20.0.009 TL Defl RUN DATE: 27-NOV-06 LL De£1 CSI -Size ..... Lumber .... TC 0.00 2x 4 SPF-#2 EX B -C 2x 3 SPF-~2 BC 0.27 2x 4 SPF-#2 WB 0.04 2x 3 SPF-STUD 0. C. From TO TC Cont. 0- 0- 0 3- 5- 8 BC Cont. 0- 0- 0 3- 5- 8 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Membr CSI P Lbs ~i-CSI-Bnd .......... Top Chords .......... A -B 0.10 27 T 0.00 0.10 B -C 0.22 32 T 0.00 0.22 -0.02" in E -D L/999 -0.02" in E -D L/999 Hz Disp LL DL TL Jt C 0.01" 0.01" 0.02" Shear // Grain in B -C 0.25 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAT BE VERIFIED WITH ROBBINS P~qUFACTUNING. GRIP BASED ON SPF & STP LU}{BER USING GROSS A~A TEST. Plate - LOCK 20 Ga, Gross Area National Design Specification (NDS) for Wood Construction ANSI/TPI 95 & 02 ........ Bottom Chords ......... OH Loading A -S 0.27 12 T 0.00 0.27 Soffit psf 2.0 S -D 0.27 0 T 0.00 0.27 Design checked for LL on BC ............. Webs ............. per BOCA (section 1606.2.3), (section 1607.1) , 20.0 psf. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 113 Lbs Quality Control Factor 1.25 Dam Sealed I 1/28/2006 aa Mark Quart 'lNjpe J606004R E8 2 JCA2 U# J#J606004R Buildings A, D, & g R/T Span P1-H1 Left OH Right OH Engmee0ng 10902 4.243 1- 5- 0 0 T06112328 1-5-4 1-1-14 2 16d toenails W: 604 R: 222 U: 218 150 19-2 ~ 1_9_2 -- 1-9-2 ~- A~ pLATES A~E LOCK20 Scale: 0666" - 1' Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 TL Defl 0.00" in A -C L/999 LL Defl 0.00" in A -C L/999 Shear // Grain in A -B 0.12 Plates for each ply each face. CSI -Size ..... Lumber .... PLATING CONFOP/qS TO TPI. TC 0.04 2x 4 SPF-#2 PLATE VALUES MAY BE VERIFIED BC 0.02 2x 4 SPF-#2 WITH ROBBINS ~FACTURING. GRIP BASED ON SPF & SYP LUMBER Brace truss as follows: USING GROSS AREA TEST. O.C. From To Plate - LOCK 20 Ga, Gross Area TC Cont. 0- 0- 0 1- 9- 2 Plate - RHS 20 Ga, Gross Area BC Cont. 0- 0- 0 1- 9- 2 Jt Type Plt Size X Y JSI A LOCK 2.0x 4.0 0.8 0.2 0.94 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 P~EVIEWED BY: Robblns Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SSEET FOR ADDITIONAL SPECIFICATIONS. (section 1607.1), 20.0 psf. Wind Loads - ANSI / ASCB 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Eeight: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 U~balanced Load Factor 0.0 Max comp. force 23 Lbs Quality Control Factor 1.25 Plus 4 Wind Load Caso(~) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 223 218 3- 8 1- 8 Hz = 46 C 19 3 1-8 1-8 Hz = 32 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords A -B 0.04 23 C 0.00 0.04 ........ Bottom Chords ......... A -C 0.02 31 T 0.00 0.02 For proper installation of toe-nails, refer to the 2001 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FEC 2004 Add ess PO Box 280055, Tampa, F1 33682 Dam Sealed I 1/28/2006 J606004R E9 2 U# J#J606004R Buildings A, D, & E R/T Type Span P1-H1 Left OH Right OH [ Engineering JCA2 10400 6 0 0] 106112328 DG 1-9-8 HO 6 6 ~O 1-2-6 W:508 R: 66 Scale 0 577" Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size ..... Lumber .... TC 0.02 2x 4 SPF-#2 BC 0.02 2x 4 SPF-#2 Brace truss as follows: C.C. From To TC Cont. 0- 0- 0 1- 4- 0 BC Cont. 0- 0- 0 1- 4- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TL Defl 0.00" in A -C L/999 LL Dell 0.00" in A -C L/999 Shear // Grain in A -B 0.08 Plates for each ply each face. PLATING CONFOPd~S TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 28 Lbs Quality Control Factor 1.25 P~FER TO ROBBINS ENG. GENEP~L NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Plus 4 Wind Load Case(s) Jt React Uplft Smze Req'd Lbs Lbs In-Sx In-Sx Hz = 49 C 14 5 1-8 1-8 Hz = 30 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A -B 0.02 28 C 0.00 0.02 ........ Bottom Chords ......... A -C 0.02 30 T 0.00 0.02 For proper installation of too-nails, refer to the 2001 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA {section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Wind Loads - ANSI / ASCE 7-98 ticcnse # ~J773~7-1 ArMreqs P O Box 280055. Tampa, FI 33682 Date Sealed: 11/28/2006 wa ~k Quan Type Span P1-H1 Left OH Right OH Engineenng J606004R A1 6 TR 80300 6 0 0 T06112328 U# J#J606004R Buildings A, D, & E R/T 2-7-2 D W:408 W:408 R:1742 R:1742 U: 685 U: 685 Scale: 0 630" - 1' D -C 0.75 1725 T 0.31 0.44 Online Plus -- Version 20.0.009 D -B 0.82 1362 T RUN DATE: 27-NOV-06 TL Defl -0.05" in A -D L/999 CSI -Size ..... Lumber .... LL Defl -0.04" in A -D L/999 TC 0.38 2x 4 SPF-#2 Shear // Grain in A -D 0.81 BC 0.75 2x 6 SPF-%2 WB 0.82 2x 3 SPF-STUD Plates for each ply each face. PLATING CONFORMS TO TPI. Brace truss as follows: PLATE VALUES MAY BE VEP~FIED O.C. From TO WITH ROBBINS M~NUFACTURING. TC Cont. 0- 0- 0 8- 3- 0 GRIP BASED 0~ SPF & SYP LU~BER BC Cont. 0- 0- 0 8- 3- 0 USING GROSS ~ TEST. Plate - LOCK 20 Ga, Gross Area Loading Live Dead (psf) Plate - P~S 20 Ga, Gross Area TC 30.0 7.0 Jt Type Plt Size X Y JSI BC 0.0 8.0 A LOCK 4.0x 4.0 Ctr Ctr 0.81 Total 30.0 15.0 45.0 B~ LOCK 4.0x 4.0 Ctr-0.1 0.82 Spacing 24.0" C LOCK 4.0x 4.0 Ctr Ctr 0.81 Lumber Duration Factor 1.15 D LOCK 3.0x 6.0 Ctr-l.6 0.98 Plate Duration Factor 1.15 TC Fb=l.00 FC=--i.00 Ft=l.00 # = Plate Monitor used BC Fb=l. 00 Fc=l. 00 Ft=l. 00 per BOCA (section 1606.2.3), .......... TOp Chords .......... (section 1607.1), 20.0 psf. B -C 0.38 1924 C 0.05 0.33 loads framing into girder ........ Bottom Chords ......... truss. T~is design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 m~h Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf ~ain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 1924 Lbs Quality Control Factor 1.25 '[russDesi En neer:ThomasAAIbam License #: ~n773 ~7 - 1 682 Address: P O Box 280055, Tampa, FI. 33 Date Sealed 11/28/2006 a~b ~mrk Quan T~pe Span P1-H1 Left OH Right OH Engineering J606004R A2 6 TR 80300 6 1- 0- 0 1- 0- 0 T0611232g U# J#J606004R Buildings A, D, & E R/T 2-9-9 2-7-2 DG 4-10-8 #3x4= DG 4-10-8 HO 6-6 HO 6-6 1-0-0 8-3-0 ALL PLATES ~ LOCK20, ~ ~ pLA~E SELECTED IN pLATE I~IITOR Scale: 0.612" = 1' D -S 0.07 225 C ........... Sliders ............ Online Plus -- Version 20.0.009 A -I 0.03 100 C RUN DATE: 27-NOV-06 J -C 0.03 100 C CSI -Size ..... Lumber .... TL Dell 0.00" in D -C L/999 TC 0.16 2x 3 SPF-#2 LL Dell 0.00" in D -C L/999 BC 0.05 2x 3 SPF-#2 Shear // Grain in G -E 0.27 WB 0.07 2x 3 SPF-STUD SL 0.03 2x 3 SPF-STUD Plates for each ply each face. PLATING C(~FOP~ffi TO TPI. Brace truss as follows: PLATE VALUES M~Y BE VERIFIED .......... Top Chords .......... ~FER TO ROBBINS ENG. GENERAL ........ Bottom Chords ......... Analysis Conforms To: ............. Webs ............. per BOCA (section 1606.2.3) , Befer to ~en Det 3 series for web bracing and plating. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-98 Truss Desi n En ineer: Thomas A Albani License//~773 ~g~-I Address PO. Box280055, Tampa, FL 33682 Date Sealed; 11/28/2006 J606004R A3 6 TR 80300 6 1- 0- 0 1- 0- 0 T06112328 2-9-9 2-7-2 #3x4 DG 4-10-8 DG 4-10-8 HO 6-6 HO 6-6 3x4% 3X4~ W;408 W:408 R: 532 R: 532 U: 28? U: 287 8-3-0 ALL pLATES A~ LCCK20, # . pLATig SEI~CT~D IN pLATE MC~ITOIR Scale: 0612' = 1' F -B 0.04 81 T ........... Sliders ............ Online Plus -- Version 20.0.009 A -D 0.13 432 C RUN DATE: 27-NOV-06 CSI -Size ..... Lumber TC 0.47 2x 3 SPF-#2 BC 0.35 2x 3 SPF-#2 WB 0.04 2x 3 SPF-STUD SL 0.13 2x 3 SPF-STUD Brace truss as follows: C.C. From TO TC Cont. 0- 0- 0 8- 3- 0 E -C 0.13 432 C TL Defl -0.05" in A -F L/999 LL Defl -0.04" in A -F L/999 Shear // Grain in D -B 0.40 Plates for each ply each face. PLATING CONFOPO4S TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - A~EI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph MAan Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building T~pe: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Cont. 0- 0- 0 8- 3- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Plus 2 Ur~0ala~ced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Ex In-Ex A 532 288 4- 8 1- 8 Hz ~ 64 C 532 288 4- 8 1- 8 Hz = -63 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... USING GROSS AREA TEST. BC Dead Load : 5.0 psf Plate - LOCK 20 Ga, Gross Area Roof Snow Load per ASCE 7-02 Plate - RH8 Ground Snow Load = 45.0 psf Jt T~pe Rain Load 0.0 psf A LOCK Importance Factor 1.0 D LOCK Thermal Factor 1.0 B# LOCK Exposure Factor 1.2 E LOCK Balanced Load Factor 0.5 C LOCK Unbalanced Load Factor 1.2 F LOCK Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 443 Lbs Quality Control Factor 1.25 20 Ga, Gross Area Plt Size X Y JSI 3.0x 6.0 1.5 0.3 0.56 3.0x 4.0 Ctr Ctr 0.50 3.0x 4.0 Ctr-0.1 0.55 3.0x 4.0 Ctr Ctr 0.50 3.0x 6.0-1.5 0.3 0.56 1.0x 3.0 Ctr Ctr 0.75 # = Plate Monitor used NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS A -D 0.15 169 C 0.00 0.15 Analysis Conforms TO: D -B 0.47 443 C 0.00 0.47 ANSI/TPI 95 & 02 B -E 0.47 443 C 0.00 0.47 OH Loading E -C 0.15 169 C 0.00 0.15 Soffit psf 2.0 ........ Bottom Chords ......... Design checked for LL on BC A -F 0.35 402 T 0.09 0.26 per BOCA (section 1606.2.3), F -C 0.35 402 T 0.09 0.26 IBC/IRC-2003 and FBC 2004 ............. Webs ............. (section 1607.1), 20.0 psf. Date Sealed: 11/28/2006 Job ~ark Quan Tlrpe Span P1-H1 Left OH Right OH Engineering J606004R A4 4 TR 70000 6 1- 0- 0 1- 0- 0 T06112328 U# J#J606004R Buildings A, D, & E R/T 2-5-13 2-3-6 DG 4-2-2 #3x4= DO 4-2-2 HO 6-6 6 1 ~ HO 6-6 1-0-0 I Scale: 0686" = 1' D -E 0.06 198 C ........... Sliders ............ Online Plus -- Version 20.0.009 A -I 0.01 51 C RUN DATE: 27-NOV-06 J -C 0.01 51 C CHI -Size ..... Lumber .... TL Defl 0.00" in F -E L/999 TC 0.13 2x 3 SPF-~2 LL Defl 0.00" in D -C L/999 B~ 0.02 2x 3 SPF-#2 Shear // Grain in G -B 0.26 WB 0.06 2x 3 SPF-STUD SL 0.01 2x 3 SPF-STUD Plates for each ply each face. PLATING CC~FO~V~ TO TPI. Brace truss as follows: PLATE ~r~UES M~Y BE ~RIFIED .......... Top Chords .......... BEFER TO ROBBINH ENG. GENERAL ........ Eottom Chords ......... Analysis Conforms TO: ............. webs ............. per BOCA (section 1606.2.3) , Refer to Gen Der 3 series for web bracing and plating. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 m~h Mean Roof Height: 25-0 E~posure Category: C Occupancy Factor : 1.00 Building Type: Enolosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Faotor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max co~. force 198 Lbs Quality Control Factor 1.25 Truss Desi Engineer: Thomas A Albani Address: P O Box 280055, 'lampa, FL 33682 [)ate Sealed: ] 1/28/2006 Job M~k Quan Ty~e Span P1-H1 Left OH Right OH Eo~i~¢¢rio~ J606004R A5 8 TR. 70000 6 1- 0- 0 1- 0- 0 T06112328 U# J#J606004R Buildings A, D, & E R/T 2-5-13 2-3-6 93x4 DG 4-2-2 DG 4-2-2 HO 6-6 6I ~ BO 6-6 W:408 W:408 R: 469 R: 469 U: 266 U: 266 1-0-0 ~0-4 [ 3-6-07-0-07-~-0 5-11-12 I 7-0-0 1-0-0 Scale: 0 686" = 1' E -C 0.09 209 T monitor. Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size ..... Lumber .... TC 0.37 2x 3 SPF-#2 BC 0.45 2x 3 SPF-#2 SL 0.09 2x 3 SPF-STUD Brace truss as follows: C.C. From To TC Cont. 0- 0- 0 7- 0- 0 RC Cont. 0- 0- 0 7- 0- 0 Loading Live Dead (psf) TO 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(e) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req~d Lbs Lbs In-Sx In-Sx A 469 266 4- 8 1- 8 Hz = 54 C 469 266 4- 8 1- 8 Hz = -53 Membr CSI P Lbs Axl-CSI-Bnd TL Defl -0.09" in A -C L/802 LL Dell -0.02" in A -C L/999 Shear // Grain in D -B 0.37 Plates for each ply each face. PLATING CONFOP~4S TO TPI. PLATE VALUES MAy BE VERIFIED WITH ROBBINS M~NUFACTURING. GRIP BASED ON SPF & 8YP LUMBER USINO GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt T!rpe Plt Size X Y JSI A LOCK 3.0x 6.01.50.30.54 D LOCK 3.0x 4.0 Ctr Cfr 0.50 B# LOCK 3.0x 4.0 Ctr-l.20.47 E LOCK 3.0x 4.0 Ctr Ctr 0.50 C LOCK 3.0x 6.0-1.50.30.54 ~ = Plate Monitor used P~EVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 P~FER TO RORBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONA~ SPECIFICATIONS. NOTES: Trusses ~anufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: .......... Top Chords .......... OH Loading A -D 0.20 246 C 0.00 0.20 D -B 0.37 326 C 0.00 0.37 B -E 0.37 326 C 0.00 0.37 E -C 0.20 246 C 0.00 0.20 ........ Bottom Chords ......... A -C 0.45 307 T 0.06 0.39 ........... Sliders ............ A -D 0.09 209 T Soffit psf 2.0 Design checked for LL on EC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. NOTE: USER ~K)DIFIED PLATES This design may have plates selected through a plate Wind Loads - ANSI / ASCE 7-98 Truss is designed as a ~ain Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building T~n~e: Enclosed Sons location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rein Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 326 Lbs Quality Control Factor 1.25 Truss Design En ineer: '[ homas A Albani License #: 0773~7-1 Address: PO Box 280055, I ampa FL 33682 Date Scalcd: l 1/28/2006 ach ~m=k Quan Type Span El-H1 Left OH Right OH En~neerm~ J606004R A6 4 TR 110000 6 0 0 T06112328 U# J#J606004R Buildings A, D, & E R/T 3-3-6 4x4 - DG 6-4-14 DG 6-4-14 HO 6-6 B HO 6-6 6 W:508 R: 871 U: 363 5-6-0 ~-0-0 5-6-0 I 11-0-0 Scale: 0546" Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size ..... Lumber .... TC 0.55 2x 4 SPF-#2 BC 0.42 2x 6 SPF-#2 WB 0.27 2x 3 SPF-STUD C.C. From TO TC Cont. 0- 0- 0 11- 0- 0 EC Cont. 0- 0- 0 11- 0- 0 Loading Live Dead (psf) TC 30.0 7.0 BC 0.0 8.0 Total 30.0 15.0 45.0 Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=l.00 Fc=l.00 Ft=l.00 BC Fb=l.00 Fc=l.00 Ft=l.00 Load Case # I Girder & Snow Lo Lumber Duration Factor 1.15 Plate Duration Factor 1.15 plf - Live Dead From To TC V 76 14 0.0' 11.0' Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 871 364 5- 8 1- 8 Hz = 86 C 871 364 5- 8 1- 8 Hz = -85 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A -B 0.55 1018 C 0.01 0.54 B -C 0.55 1018 C 0.01 0.54 ........ Bottom Chords ......... loads framing into girder A -D 0.42 909 T 0.13 0.29 truss. D -C 0.42 909 T 0.13 0.29 Wind Loads - ANSI / ASCE 7-98 ............. Webs ............. Trues is designed as a Main D -E 0.27 455 T Wind-Force Resistance System. TL Dell -0.05'1 in D -C L/999 LL Dell -0.04" in D -C L/999 Shear // Grain in A -B 0.48 Plates for each ply each face. ELATING CONFORMS TO TPI. ~VIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 P~FER TO ROEBINS ENG. GENERAL NOTES AND S~MBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses ~hanufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Girder Common Loading BC Span 4-0-0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Use properly rated hangers for Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Quality Control Factor 1.25 Truss Design En ineer Thomas A AIbani License # 0773~7-1 Address: PO. Box 280055, Tampa, FL 33682 Date Sealed: I 1/28/2006 Job Mark Quart Ty~e Span P1-H1 Left OH Right OH £n~in¢¢rin~ J606004R A7 4 'IR 110000 6 1- O- 0 1- O- 0 T06112328 U# J#J606004R Buildings A, D, & E R/T 3-5-13 3-3-6 #3X4- DG 6-4-14 DG 6-4-14 HO 6-6 HO 6-6 1-0-0~1-°--°-*', 'l I5-6-0s-6-°11-0-01 7_6_0'-6-° i ,-8-0'-6-° t 1-0-0 1 Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CEI -Size ..... L~u~ber .... TC 0.18 2x 3 SPF-#2 BC 0.03 2x 3 SPF-#2 WB 0.07 2x 3 SPF-STUD Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Ex In-Ex Cont. Brg 0- 0- 0 to 11- 0- 0 1349 686 Hz ~ 86 .......... Top Chords .......... I -M 0.11 68 C 0.00 0.11 M -G 0.18 64 T 0.00 0.19 G -B 0.18 110 T 0.00 0.18 B -H 0.18 110 T 0.00 0.16 H -N 0.18 64 T 0.00 0.18 N -J 0.11 68 C 0.00 0.11 J -C 0.03 30 C 0.00 0.03 ........ Bottom Chords ......... A -L 0.03 4 T 0.00 0.03 L -F 0.02 0 T 0.00 0.02 P -E 0.02 0 T 0.00 0.02 E -D 0.02 0 T 0.00 0.02 D -K 0.02 0 T 0.00 0.02 K -C 0.03 4 T 0.00 0.03 E -B 0.04 120 C D -H 0.07 236 C K -N 0.07 162 C ........... Sliders ............ A -I 0.01 75 C J -C 0.01 75 C TL Defl 0.00" in L -F L/999 LL Defl 0.00" in K -C L/999 Shear // Grain in G -B 0.27 Plates for each ply each face. PLATING CONFORMS TO TPI. EU~ATE V~UE8 M~Y BE VERIFIED WITH ROBRIN8 M~NUFACTURING. GRIP BASED ON EPF & SYP L~F~BER USING GROSS A~t~A TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 3.0x 6.0 1.5 0.3 0.81 I LOCK 3.0x 4.0 Ctr Ctr 0.50 M LOCK 1.0x 3.0 Ctr Ctr 0.75 G LOCK 1.0x 3.0 Ctr Ctr 0.75 B# LOCK 3.0x 4.0 Ctr-0.1 0.61 H LOCK 1.0x 3.0 Ctr Ctr 0.75 N LOCK 1.0x 3.0 Ctr Ctr 0.75 J LOCK 3.0x 4.0 Ctr Ctr 0.50 C LOCK 3.0x 6.0-1.5 0.3 0.61 L LOCK 1.0x 3.0 Ctr Ctr 0.75 F LOCK 1.0x 3.0 Ctr Ctr 0.75 E LOCK 1.0x 3.0 Ctr Ctr 0.75 D LOCK 1.0x 3.0 Cfr Ctr 0.75 K LOCK 1.0x 3.0 Ctr Ctr 0.75 PO Box 280055 Tampa, FL 33682 ANSI/TPI 95 & 02 OH Loading Soffit psf 2.0 per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Refer to Gen Det 3 series for web bracing and plating. NOTE: USER MODIFIED PLATES Truss Desi En inter: ThomasA Albani Address: P O Box 280055, Tampa, FL 33682 Date Scalcd 11/28/2006 a~ Ma~k Quan Type J606004R A8 4 eR U# J#J606004R Buildings A, D, & E R/T Span P1-H1 Left OH Right OH Engineering 110000 6 1- 0- 0 1- 0- 0 T06112328 3-5-13 3-3-6 DG 6-4-14 DG 6-4-14 HO 6-6 BO 6-6 W:408 R: 674 U: 350 W:406 R: 674 U: 350 Scale: 0.489" = 1' Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size ..... Lumber .... TC 0.94 2x 3 SPF-#2 BC 0.62 2x 3 SPF-#2 WB 0.07 2x 3 SPF-STUD SL 0.21 2x 3 SPF-STUD Brace truss as follows: O.C. From TO TC Cont. 0- 0- 0 11- 0- 0 BC Cont. 0- 0- 0 11- 0- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Plus 2 U~alanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 674 351 4- 8 1- 8 Hz = 86 C 674 351 4- 8 1- 8 HZ = -85 Membr CSI P Lbs ~i-CSI-Bnd .......... Top Chords .......... A -D 0.25 263 C 0.00 0.25 D -B 0.94 633 C 0.01 0.93 B -E 0.94 633 C 0.01 0.93 E -C 0.25 263 C 0.00 0.25 F -B 0.07 118 T ........... Sliders ............ A -D 0.21 703 C E -C 0.21 703 C TL Defl -0.16" in A -F L/775 LL Defl -0.13" in A -F L/950 Shear // Grain in D -B 0.57 Plates for each ply each face. PLATING CONFOP/~S TO TPI. PLATE VALUES MAT BE ~ERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS A~EA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt T~pe Plt Size X Y JSI A LOCK 3.0x 6.0 1.5 0.3 0.61 D LOCK 3.0x 4.0 Ctr Ctr 0.50 B# LOCK 3.0x 4.0 Ctr-0.1 0.60 E LOCK 3.0x 4.0 Ctr Ctr 0.50 C LOCK 3.0x 6.0-1.5 0.3 0.61 F LOCK 1.0x 3.0 Ctr Ctr 0.75 # = Plate Monitor used REVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITION/~L SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: OH Loading Soffit psf 2.0 ........ Bottom Chords ......... Design checked for LL on BC A -F 0.62 575 T 0.13 0.49 per BOCA (section 1606.2.3), F -C 0.62 575 T 0.13 0.49 IBC/IRC-2003 and FBC 2004 ............. Webs ............. (section 1607.1), 20.0 psf. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - /tNSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Catego~: C Occupancy Factor : 1.00 Building T~r~e: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per A~CE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 E3oposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Urabalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 703 Lbs Quality Control Factor 1.25 Truss Design En ineer: Thomas A Albani License #: 0773~7-1 Address PO Box 280055, T~rnpa, FI. 33682 Date Seabed: 11/28/2006 J~ ~k Quan T~pe Span P1-H1 Left OH Right OH En~neering J606004R A9 2 sP 150000 6 1- 0- 0 0 T06112328 U# J#J606004R Buildings A, D, & E R/T 4-6-15 4-3-6 DG 8-7-10 BO 6-6 5-6-0 I 7-6-0 7-6-0 4x4- Scale: 0.387" = 1' B-C 47.3 7,0 C-D 47,3 7.0 Online Plus -- Vets&on 20.0,009 SUPPORT C~ITEJ~IA A~P~OX. TRUSS WEIGHT: 116,1 LBS IC 5094 5.00 X 8.00 6.2 3.5 D 4010 3.00 X 4.00 CTR CT~t E 4000 2.00 X 4.00 CTR CTR F 5150 4.00 X 6,00 2.2 2,0 G 7030 4.00 X 6,00 CTR CT~ H 7030 4,00 X 6.00 CTR CTR I 5101 4.00 X 4.00 CTR CTR Truss Desi n Engineer: Thomas A Albam License #: ~77357-1 Address: PO. Box 280055, Tampa, FL 33682 Dale Sealed: I 1/28/2006 Span P1-H1 Left OH Right OH Engineenng 150000 6 1- 0- 0 0 T06112328 J606004R A9 2 si, U# J#J606004R Buildings A, D, & E R/T Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering J606004R Al0 2 sP 150000 6 1- o- 0 0 T0611232g U% J#J606004R Buildings A, D, & E R/T w:500 R: 882 U: 448 TCI 1-0-0 1-6-12 6 13-5-8 13-6-8 W:508 R: 794 U: 361 15-0-0 SCale: 0.386" = 1' On/ins Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Sige ..... Lumber .... TC 0.70 2x 4 SPF-2100 EX B -C 2x 4 SPF-#2 EX C -D 2x 3 SPF-#2 BC 0.87 2x 4 SPF-#2 EX I -B 2x 3 SPF-2100 O.C. Fro~ TO TC Cont. 0- 0- 0 15- 0- 0 BC Cont. 0- 0- 0 15- 0- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.6 15.0 52.8 Spacing 24.0" Plus 4 Wind Load Case(s} Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sa In-Sx A 883 449 5- 8 1- 8 Hz = 194 E 795 361 5- 8 1- 8 Hz m 126 .......... Top Chords .......... A -J 0.69 1795 C 0.01 0.66 ........ Bottom Chords ......... I -J 0.24 793 C H -K 0.19 320 T H -B 0.64 1067 T B -G 0.89 1414 T G -C 0.39 1274 C G -L 0.58 1701 T L -E 0.32 965 C E -D 0.04 123 C TL Dell -0.70" in H -G L/241 LL Defl -0.41" in H -G L/414 Truss Desi n En ineer: Thomas A Albani License #: ~773~g~-1 Address: PO Box 280055, Tampa, FL 33682 Date Sealed: I 1/28/2006 Job Ma~k Quan T~pe Span P1-H1 Left OH P~ght OH Engineering J606004R Al 1 2 sP 150000 6 1- o- o o T06112328 U# J#J606004R Buildings A, D, & E R/T 4-6-19 4-3-6 DG 8-7-10 4x4= HO6-6 B HO3_3_2 W:508 R: 892 U: 460 1-o-o I 1-6-19 3-6-12 J 7-6-0 [ 9-6-8 I 13-16-8 3-5-8 I 9-7-12 I 11-6-B 13-6-8 15-0-0 Scale: 0386" = 1' Online Plus -- Version 20.0.009 RON DATE: 27-NOV-06 CSZ -Size ..... L~uaber .... TC 0.64 2x 4 SPF-2100 EX B -C 2x 4 SPF-#2 EX C -D 2x 3 SPF-#2 BC 0.68 2x 3 SPF-92 EX A -I 2x 4 SPF-#2 EX I -H 2x 3 SPF-2100 Plus 4 Wind Load Case(s) Plus 2 ur~Dal~c~d Load Casee Jt P~act Uplft Size ~eq'd .......... Top Chords .......... ........ Bottom Chords ......... I -K 0.23 719 C H -L 0.17 283 T H -B 0.59 989 T B -J 0.45 753 T J -C 0.16 519 C C -G 0.22 623 C G -N 0.48 800 T N -E 0.35 903 C TL Dell -0.41" in H -J L/416 LL Dell -0.24" in H -J L/700 A LOCK 4.0x 4.0 1.0 0.3 0.81 F# LOCK 3.0x 6.0 Ctr 1.6 0.96 TmssDesi nEngincer ]homasA Albani License #: ~77357-1 Address: P.O Box 280055, l'ampa, FL 33682 Date Sealed: 1 I/28~2006 Job Y~rk Quan Type Span P1-H1 Left OH Right OH Engineering J606004R Al2 e sP 150000 6 1- o- 0 0 T06112328 U# J#J606004R Buildings A, D, & E R/T 4-5-15 4-2-6 DG 8-5-6 HO 6-6 1-0-0F 6 3-6-12 I 7-4-0 I 11-5-4 I 3-5-8 I 7-5-4 I 11-6-8 I 15-0-0 W:508 R: 882 U: 478 HO 4-2-6 Sc. ate: 0 387" = 1' Online Plus -- version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size ..... Lumber .... TC 0.97 2x 4 SPF-#2 EX B -C 2x 3 SPF-#2 BC 0.85 2x 3 SPF-#2 EX A -H 2x 4 SPF-#2 EX H -G 2x 3 SPF-2100 Plus 4 Wind Load Case(s) Jt React Uplft Size Req*d .......... Top Chords .......... ........ Bottom Chords ......... A -H 0.89 1648 T 0.36 0.53 H -G 0.66 1769 T 0.23 0.43 G -Z 0.85 1648 T 0.51 0.34 I -F 0.68 1026 T 0.32 0.36 F -E 0.25 176 T 0.00 0.25 E -D 0.23 166 T 0.04 0.19 G -K 0.41 682 T K -I 0.30 637 C I -B 0.14 238 T B -F 0.21 335 C F -L 0.14 567 C F -C 0.58 975 T D -C 0.35 750 C TL Defl -0.36" in G -I L/466 LL Defl -0.25" in G -I L/669 Hz Disp LL DL TL Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. NO wind exposure on right end. NOTE: USER~ODIFIED PLATES Truss Desi n En ineer: Fhomas A Albani License 8:~773 ~g~-I Address: PO Box 280055, Tampa, FL 33682 Dale Sealed: I 1/28/2006 JO~ ~ Quan T~pe Span P1-H1 Left OH Right OH Engineering J606004R Al3 2 sp 150000 6 1- o- 0 0 T06112328 U# J#J606004R Buildings A, D, & E R/T DG 8-7-10 HO 6-6 5-6-11 6 5-3-2 HO 5-3-2 3x4 W:508 15-0-0 15-0-0 E W:50O R: 796 U: 521 Scale: 0363" = I' F -B 0.40 164 T 0.04 0.36 B -C 0.89 322 C 0.05 0.84 Online Plus -- Version 20.0.009 ............. Webs ............. R~FR DATE: 27-NOV-06 R -E 0.70 934 C TC 0.95 EX C -D BC 0.47 CW 0.89 WB 0.70 EX B -D EX E -D CSI -Size ..... Lumber .... 2x 4 SPF-#2 2x 4 SPF-2100 2x 4 SPF-#2 2x 4 SPF-#2 2x 3 SPF-2100 2x 3 EPF-#2 2x 4 SPF-STUD Brace truss as follows: C.C. From To TC Cont. 0- 0- 0 15- 0- 0 BC Cont. 0- 0- 0 15- 0- 0 Plate - Loading Live Dead (psf) Jt Type TC 37.8 7.0 A LOCK EC 0.0 8.0 B LOCK Total 37.8 15.0 52.8 C LOCK Spacing 24.0" D LOCK Lumber Duration Factor 1.15 F LOCK Plate Duration Facto= 1.15 E LOCK B -D 0.33 387 T E -D 0.13 296 C TL Defl -0.15" in A -F L/999 LL Defl -0.09" in A -F L/999 Shear // Grain in B -C 0.70 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES~Ay BE VERIFIED WITH ROBBINS ~NUFACTURING. GRIP BASED ON 8PF & SYP LUMBER U8ING GROSS A~EA TEST. Plate - LOCK 20 Ga, Gross Area P~HS 20 Ga, Gross Area Plt Size X Y JSI 3.0x 4.0 1.0 0.4 0.92 4.0x 8.0 Ctr-l.2 0.55 2.0x 4.0 Ctr Ctr 0.58 3.0x 4.0 Ctr Ctr 0.61 1.0x 3.0 Ctr Ctr 0.40 3.0x 4.0 Ctr Ctr 0.63 per ~OCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. NO wind exposure on right end. Wind Loads - ANSI / ~CE 7-98 Truss is designed as a ~ain Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 U~balanced Load Factor 0.0 Max comp. force 941 Lbs Quality Control Factor 1.25 ~VIEWED BY: Robbins Engineering, Inc. Plus 4 Wind Load Case(s) PO Box 280055 Tampa, FL 33682 Jt React Uplft Size Req~d Lbs Lbs In-Ex In-Ex P~EFER TO ROBEINS ENG. GENERAL A 881 418 5- 8 1- 8 NOTES AND SYMBOLS SHEET FOR HZ = 640 ADDITIONAL SPECIFICATIONS. E 797 522 5- 8 1- 8 Hz = 366 NOTES: Trusses Manufactured by: Membr CSI P Lbs Axl-CSI-Bnd TRIJKNGLE BUILDING PRODUCTS .......... Top Chords .......... Analysis Conforms To: A -E 0.95 941 C 0.00 0.95 ANSI/TPI 95 & 02 C -D 0.84 383 C 0.02 0.82 OH Loading ........ Bottom Chords ......... Soffit psf 2.0 A -F 0.47 849 T 0.10 0.29 Provide connection to bearing F -E 0.47 815 T 0.18 0.29 for 640 Lbs Horiz Reaction .......... Chord-Webs .......... Design checked for LL on BC Address P O Box 280055, Tampa, Fl. 33682 Date Sealed: 11/28/2006 =~ ~ Quan Ty~e J606004R Al4 ~ s~ U# J#J606004R Buildings A, D, & E R/T Span P1-H1 Left OH Right OH Engineering 150000 6 1- 0- 0 0 T06112328 6-6-11 6-3-2 ,, DG 8-7-10 RO 5-6 W:508 R: 880 U: 390 HO 6-3-2 3x4= 7-6-0 I 15-0-0 7-7-12 I 15-0-0 E Ro~bins Engineering, Inc./Online Plus~ A~PROX. TRUSS ~EIGHT: 103.5 LBS F -B 0.44 164 T 0.04 0.40 B -C 0.84 322 C 0.05 0.79 Online Plus -- Version 20.0.009 ............. Webs ............. RUN DATE: 27-NOV-06 B -E 0.69 927 C B -D 0.15 138 C CSI -Size ..... Lumber .... E -D 0.15 300 C TC 0.93 2x 4 SPF-~2 EX C -D 2x 4 SPF-2100 TL Defl -0.15" in A -F L/999 BC 0.49 2x 4 SFF-#2 LL Defl -0.09" in A -F L/999 CW 0.84 2x 4 SPF-#2 Shear // Grain in A -B 0.58 WB 0.69 2x 3 SPF-2100 EX B -D 2x 3 SPF-#2 Plates for each ply each face. EX E -D 2x 4 SPF-#2 PLATING CONFOP~MS TO TPI. per BOCA (section 1606.2.3), IBC/IRC-2003 ~nd FBC 2004 (section 1607.1), 20.0 psf. NO wind e~osure on right end. Wind Loads - A~SI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Ty~e: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load ~ 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.S ur~0alanced Load Factor 0.0 Max comp. force 940 Lbs Quality Control Factor 1.25 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 881 391 5- 8 1- 8 Hz = 714 E 797 549 5- 9 1- 8 Hz = 408 Membr CSI P Lbs ~i-CSI-Bnd .......... Top Chords .......... A -B 0.93 940 C 0.00 0.93 C -D 0.83 133 T 0.01 0.82 ........ Bottom Chords ......... A -F 0.49 S47 T 0.01 0.48 F -E 0.47 S08 T 0.18 0.29 REVIEWED BY: Robbins Engineering, Inn. PO Box 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTHSAND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 OH Loading Soffit psf 2.0 Provide connection to bearing for 714 Lbs Horiz Reaction .......... Chord-Webs .......... Design checked for LL on BC Date Sealed: 11/28/2006 Span P1-H1 Left OH Right OH Engineering 150000 6 1- 0- 0 0 T06112328 a~ ~=k Quart ~ J606004R Al5 2.2p SP U# J#J606004R Buildings A, D, & · R/T DG 8-7-10 HO 6-6 ~ 20G-RHS-5xl0= 6-8-14 5~6~ HO 6-8-14 7x6 15-0-0 W:508 R:6226 U:3402 * 2-Ply TRUSS * TC 30.0 7.0 plus 4 Wind Load Case(s) A -~ 0.79 11685 C 0.53 0,26 H -B 0.56 7145 C 0.24 0.32 F -I 0.49 6368 T 0.21 0.28 I -E 0.28 424 T 0.00 0.28 .......... Chord-Webs .......... F -B 0.82 4895 T 0.60 0.22 B -C 0.11 324 C 0.02 0.09 ............. Webs ............. G -H 0.80 3742 T H -F 0.73 4418 C B -I 0.78 4528 C B -D 0.60 3451 C I -D 0.49 6697 T E -D 0.97 5079 C TL Defl -0.25" in G -F L/680 LL Defl -0.17" in G -F L/966 PO Box 280055 Truss Dcsi n En ,ineer ]thomas A Albani Address: PO Box 280055, I ampa, FL 33682 Date Sealed: I 1/28/2006 Job Mark Quan T~pe Span P1-H1 Left OH Right OH Engineering J606004R Al5 2.2P sP 150000 6 1- o- 0 0 T06112328 U# J#J606004R Buildings A, D, & E R/T Zone location: Exterior TC Dead Load : 4.0 BC Dead Load : 5.0 j~ ~rx ~'1 ~ Span P1-H1 Left OH Right OH Engineering J606004R Al6 2.2P sP 260600 6 0 0 'i'06112328 U# J#J606004R Buildings A, D, & E R/T DO 4-1-9 HO 6-6 HO 2-3-2 4x6 5x6- lx3[~ 3x8-- 3x8 3x4- 4x6-- B C L M S1 N D R:2095 R:2088 28-6-0 Scale: 0243" * 2-P1¥ Truss * TC 30.0 7.0 BC 0.0 8.0 Plus 4 Wind Load Case(s) Jt Reac~ Uplft Size Req~d .......... Top Chords .......... L -M 0.66 13276 C 0.33 0.33 M -Sl 0.41 7198 C0.09 0.32 ........ Bott~ Chords ......... ¢ -F 0.97 7809 T 0.33 0.64 F -J 0.90 5991 T 0.73 0.17 J -E 0,15 118 T 0.00 0.15 ............. webs ............. I -K 0.15 962 C K -H 0.90 3017 T H -B 0.76 2555 T H -C 0.68 4332 C C -G 0.89 2979 T G -L 0.01 40 T G -M 0.46 6347 T F -M 0.47 3080 C F -N 0.09 1242 T J -N 0.25 1410 C J -D 0.45 6204 T E -D 0.31 2010 C TL Defl -1.26" in G -F L/244 LL Dell -0.91" in G -F L/339 HZ Dilp LL DL TL Jt A 0.27" 0.10" 0.37" Shear // Gr&in in G -F 0.45 .... Spaoing (In) .... TrussDesi · Enqneer: ThomasA Albani Dale Sealed: 11/28/2006 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering J606004R Al 6 2.2P sP 260600 6 0 0 T06112328 U# J#J606004R Buildings A, D, & E R/T Job ~a=~ Quan T~pe Span P1-H1 Left OH Right OH Engineering J606004R Al 7 2 sP 260600 6 0 0 T061 I2328 U# J#J606004R Buildings A, D, & E R/T H03-3-2 ~ 6-4-5 __ 5x8~ 4x4-- 3x8-- 3x4-- 3x6-- HO 6-6 lZ0Z0G 7x6= K W:508 HGR U: 731 U: 747 26-6-0 A~L PLATES ARE LOCK20 TC 0.67 EX B -S1 EX SI-C BC 0.78 EX F -E WB 0.92 EX K -G EX E -O Online Flus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -gize ..... Lumber .... 2x 4 SPF-#2 2x 4 SPF-2100 2x 4 SP-2400 2x 3 SPF-2100 2x 4 SPF-2100 2x 3 SPF-STUD 2x 3 SPF-#2 2x 3 SPF-#2 2x 3 SPF-#2 2x 4 SFF-STUD Brace truss as follows: O.C. From TO TC Cont. 0- 0- 0 26- 6- 0 BC Cont. 0- 0- 0 26- 6- 0 WB 1 rows CLB on I -C Attach CLB with (2)-10d nails Loading Live Dead (psf) TC 37.8 7.0 TO~i 37.8 15.0 52.8 S~acing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s} Jt ~eact Uplft Size Req~d Lbs Lbs In-Gx In-Sx A 1402 731 5- 8 1-12 Hz = 203 D 1388 747 3- 8 1-12 .......... Top Chords .......... ........ Bottom Chords ......... B -G 0.78 1881 T 0.25 0.53 G -F 0.63 2878 T 0.38 0.25 F -E 0.56 3460 T 0.33 0.23 E -I 0.59 2617 T 0.35 0.24 I -D 0.24 124 T 0.00 0.24 ............. Webs ............. H -K 0.28 873 C K -G 0.79 2313 T G -L 0.02 45 C G -B 0.92 1537 T B -F 0.87 1448 T F -N 0.86 1438 T E -N 0.57 1557 C E -O 0.41 526 T I -O 0.34 942 C I -C 0.97 2830 T i Br D -C 0.51 1338 C TL Defl -0.57" in E -I L/539 LL Defl -0.40" in F -E L/774 Trusses Manufactured by: ~er BOCA (section 1606.2.3), Exposure Catagor~: C Truss Design En ineer: Thomas A Albani License #: 0773~-1 Address: P O Box 280055, Tampa, FL 33682 Date Sealed: 11/28/2006 JO~ ~k Quan Type Span P1-H1 Left OH Right OH Engmeenng J606004R Al8 2 SP 260600 6 0 0 ¥0611232S U# J#J606004R Buildings A, D, & E R/T HO 6-6 B HO 6-10-6 Online Plus -- Version 20,0,009 RUN DATE: 27-NOV-06 .......... TOp Chor~ .......... A -I 0.44 2002 C 0.03 0.41 $1-L 0.40 2449 C 0.23 0.17 L -P 0.41 1760 C 0,03 0,38 P -B 0.38 804 C 0.00 0.38 B -HH 0.70 738 C 0.00 0.70 HH-LL 0,79 796 C 0,00 0,79 LL-N 0.62 874 C 0.00 0.62 ........ Bottom Chord~ ......... A -G 0.66 1925 T 0.25 0.41 G -F 0.82 2090 T 0.28 0.54 F -E 0.51 2694 T 0.36 0.15 E -D 0.67 X715 T 0,22 0.45 D -H 0,$0 1133 T 0,05 0,45 H -C 0.45 364 T 0,00 0.45 O -I 0,32 951 C I -F 0,90 2622 T ff-J 0.09 177 C ff-Q 0.77 2262 T Q -E 0.38 874 C E -L 0.93 1551 T D -L 0.57 1500 C i Br D -p 0.99 1036 T p -H 0.47 1055 C i Br H -II 0,50 907 T 0.33 0.25 II-~ 0.78 1010 T 0.34 0.44 ~-N 0.81 1077 T 0.37 0.44 C -N 0.38 1354 C i Br II-HH 0.62 41 C 0.00 0.62 ~4~LL 0.78 78 C 0.00 0.78 LL Defl -0.29" in E -D L/999 TRUSS WEIGHT: 236.5 L~$ ff LOCK 5.0x 8.0 Ctr Ckr 0.90 E LOCK 7.0x 6.0 cfr 1.0 0.93 D LO~K 5.0x 6.0 0.7 3.1 0.79 H LO~K 3.0x 0,0 Ct:=' C~r 0.72 Fruss Design ~nEn neet: Thomas A Albani License #: b773~-7- I Address: P O Box 280055, Tampa, FL 33682 Date Sealed: l 1/28/2006 J~ ~k QUa~ T~ Span P1-H1 L~ft OH ~ht OH Engineering 3606004R A1 g 2 s~ 260600 ~ 0 0 T06~ ~232s U# J#J606004R Buildings A, D, & E R/T Job Mark Quart Type Span P1-H1 Left OH Right OH Engineering J606004R Al9 6 sP 260600 6 0 0 T06112328 U# J#J606004R Buildings A, D, & E R/T DG 21-11-11 HO 6-6 4xS-- DG 12-3-7 BO 6-10-6 3X4H I 3-6-12 I 7-6-12 I 11-6-12 I 15-6-10 I 19-7-0I 26-6-0 9-5-8 I 9-9-0 111-8-0 I 19-7-0 , 2 ~- 6-~--' Online plns -- Vmrsion 20.0.009 RUN DATE: 27-NOV-06 TC 0.89 2x gPF-2100 .......... Top Chords .......... A -I 0.63 2710 C 0.05 0.58 I -J 0.61 5971 C 0.28 0.33 J -Q 0.79 5885 C 0.31 0.48 61-L 0.41 3003 C 0.20 0.21 B -N 0.89 1079 C 0.00 0.89 LOCK 4.0x 4.0-0.6 2.4 0.97 LO~K 6.0x 8.0 Ctr 0.5 0.96 LO~K 8.0x 8.0 Ctr 1.5 0.96 LOCK 5.0x 6.0 0.7 3.1 0.97 LOCK 3.0x 8.0 Ctr Ctr 0.99 LO~K 2.0x 4.0 Ctr Ctr 0.43 Truss Desim En ,ineer: Thomas A Albani LiCense #: ~773~-I Address P O Box 280055, Tampa~ FL 33682 Dine Sealed 11/28/2006 JOb M~k Quan Tlr~e Span P1-H1 Left OH Right OH Engineering J606004R Al9 6 SP 260600 6 0 0 T06112328 U# J#J606004R Buildings A, D, & E R/T Job t. mric (~lan ~ Span P1-H1 Left OH Right OH Engineering J606004R A20 2 TR 260600 6 0 0 T06112328 U# J#J606004R Buildings A, D, & E R/T 10-3-14 DG 21-11-11 HO 6-6 4x8 DG 12-3-7 HO 6-10-6 L W:509 R:1642 U: 507 SPL SPL 26-6-0 ALL PLATES ~ LCCK20 HGR R:1822 U: 499 12-8- 0 Scale: 0.171"= Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size ..... Lumber .... TC 0.89 2x 4 SPF-2100 EX S1-B 2x 4 SP-2400 BC 0.92 2x 4 6PF-2100 EX F -E 2x 4 8P-2400 WB 0.68 2x 3 SPF-#2 EX G -F 2x 3 SPF-STUD EX E -B 2x 4 8PF-92 W~ --- 2x 4 8PF-STUD Brace truss as follows: C.C. From TO TC Cont. 0- 0- 0 26- 6- 0 BC Cont. 0- 0- 0 26- 6- 0 WB i rows CLB on L -K Attach CLB with (2)-10d nails at each web. TC 37.8 7.0 BC 0.0 6.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Fautor 1.15 BC Pku1.00 FC=i.00 Ft=l.00 Load Case ~ I BO~ & Snow Load Lumber Duration Fsctor 1.15 Plate Duration Factor 1.15 plf - Live Dead From TO TC V 76 14 0.0' 26.5' BC V 0 16 0.0' 26.5' BC V 0 44 9.9' 19.6' BC V 40 0 11.7' 15.7~ BC V 40 0 23.5' 26.3' Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd .......... Top Chords .......... 0.85 3060 C 0.07 0.78 ........ Bottom Chords ......... ............. Webs ............. ANSI/TPI 95 & 02 per BOCA (section 1606.2.3), Max COmp. force 3060 Lbs Truss Design Engineer: ~l homas A Albani Li rise # 077357-1 A~c~ress: PO Box 280055, Tampa, FL 33682 Date Sealed: ] 1/28/2006 J606004R A21 1o Ta U# J#Jf06004R Buildings A, D, & E R/T Span P1-H1 Left OH Right OH Engineering 331008 6 0 0 T06112328 10-3-14 DG 22-0-5 516-- HO 7-2 DG 17-6-12 HO 3-1-6 HGR W:508 R: 643 R:1876 U: 272 U: 044 12-9-0 19-5-8 ~ 6-~-~_~o_o I ~ ~-3-~ I ~-~-~ I 26-2-0 29-1-0 W:606 R:1342 U: 496 32i6-33_10_~- 2 I [i~ ~ 5- 2- o-~4 Online Plus -- Version 20.0.009 R~N DATE; 27-NOV-06 CSI -Size ..... Lumber TC 0.70 21 4 8PF-2100 EX S1-B 21 4 8P-2400 EX B -82 21 4 SPP-#2 .......... TOp Chords .......... A -G 0.52 994 C 0.00 0.52 ............. W~bs ............. 0.42 667 C Truss Design g~En ineer: Thonms A Albani Date Sealed: ] 1/28/2006 Job Mark J606004R A21 Quan Type Span P1-H1 Left OH P~ght OIt Engineering 10 TR 331008 6 0 0 T06112328 U# J#J606004R Buildings A, D, & E R/T :~ ~k ~uan T~ J606004R A22 4 sm U# J#J606004R Buildings A, Dt & E R/T Span P1-H1 Left OI4 Right OH Engineering 331008 6 0 0 T06112328 DG 22-0-5 HO 7-2 B 83 3x6 2x4 it 3x6---- R: 972 R:1895 U: 268 U: 859 19-5-8 19-11-0 93-10-8 5x6-- 5x8~ W:509 U: 661 Scale: 0167" = 1' J -B 0.56 670 C 0.00 0.56 B -K 0.34 645 C 0.00 0,34 ~ine Plus -- V~sion 20,0,009 K -S2 0.25 915 C 0.01 0.24 Rtr~ DAT~: 27-NOV-06 S2-L 0.39 999 C 0.01 0.38 L -M 0.39 1223 C 0.01 0.38 CSI -Size ..... Lumber .... M -0 0,31 1210 C 0,01 0.30 TC 0.39 2x 4 8PF-S2 ........ Botto~ Chorde ......... EX A -S1 2x 4 SPF-2100 A -H 0.44 922 T 0.20 0.24 EX SI-~ 2x 4 SP-2400 H -p 0.43 222 T 0.02 0.41 BC 0.87 2x 3 SPF-92 P -S3 0.43 222 T 0.02 0,41 .......... Top Chords .......... p LOCK 2.0x 4.0 Ctr Cfr 0.97 Sl-J 0.56 436 C 0.00 0.56 F LOCK 5.0x 6.0 0.5 Cfr 0,80 Tm~ Desig~ Engineer: Thomas A Albani Li n~# 077357-1 A~rress: P.O Box 280055~ Tmmpa, FI. 33682 Dale Seal~i: ] 1/28/2006 JOb Mark Quan Ty~e Span P1-H1 Left OH Right OH Engineering J606004R A22 4 sv aaxooo 6 o o T06112328 U# J#J606004R Buildings A, D, & E R/T ac~ Mar~: Quan Tripe Span P1-H1 Left OH Right OH Engineenng J606004R A23 16 sP 340000 6 1- o- o o T06112328 U# J#J606004R Buildings A, D, & E R/T DG 22-1-10 DG 17-8-12 34-0-0 Scale: 0.182" = 1' Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size ..... Lumber .... A -I 0.99 9578 C 0.10 0.89 Truss Design Engineer: Thomas A Albani .i~cense #: 077357- Address: P O Box 280055, Tampa, F · 33682 Date Sealed I 1/28/2006 Job Mark J606004R A23 U# J#J606004R Buildings A, Qllan Type Span P1-H1 Left OH Right OH Engineering 16 SP 340000 6 1- 0- 0 0 T06112328 D, & E R/T J606004R A24 4 H 340000 U# J#J606004R Buildings A, D, & E R/T P1-H1 ~ft OH ~ght OH Engineering 6 1- O- 0 0 T06112328 DG 22-1-10 HO 6-6 TC~ I 8-6-6 i 12-10-8 i 19-7-0 5x6- Scale: 0.166" = 1' Online Plus -- Version 20.0.009 RUN DATE: 27-NC~;-06 CSI -Size ..... Lumber .... TC 0.84 2x 4 SPF-2100 ~X S1-B 2x 4 SP-2400 EX B -S2 2x 4 SPF-#2 BC 0.51 2x 4 SP-2400 EX S3-S4 2x 4 SPF-2100 EX S4-L 2x 4 SPF-#2 ~ 0.91 2x 3 SPF-STU~ EX F -M 2x 3 SPF-#2 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Plus IBC LL LOad Case{s) : .......... Top Chord~ .......... J -K 0.33 85 T 0.01 0.32 ........ Bottom Chords ......... A -F 0.51 9095 T 0.28 0.20 F -S3 0.48 2416 T 0.18 0.30 S3-E 0.72 2416 T 0.23 0.49 E -S4 0.66 1816 T 0.17 0.49 S4-D 0.84 1816 T 0.40 0.44 D -L 0.58 715 T 0.15 0.43 G -F 0.37 586 C F -M 0.27 695 T M -E 0.59 1212 C i Br g -B 0.66 1134 T E -I 0.18 394 T i Br I -D 0.68 648 C D -J 0.71 1181 T J -L 0.91 2201 C L -K 0.07 116 T TL Dell -0.48" in F -S3 L/825 LL Defl -0.37" in F -S3 L/999 Shear // Grain in S2-I 0.58 Plates for each ply each face. PLATING CONFO~ TO TPI. PLATE %F~,LUES FAkY BE VERIFIED WITH ROBBINS ~%NUFACTURING. GR/P BASED ON S~F & SYP USING G~OSS ~ TEST. Plate - LOCK 20 ~a, Gross Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 5.0x 6.0 2.0 0.7 0.95 G LOCK 2.0x 4.0 Ctr Ctr 0.38 S1 LOCK 3.0x S.0 Ctr Ctr 0.74 M IX)CK 4.0x 6.0 Ctr Ctr 0.76 B LO~ 5.0x 6.0 Ctr-0.1 0.63 S2 LOC/{ 8.Ox 6.0 Ctr Ctr 0.76 I LOCK 3.0x 6.0 Cfr Ctr 0.59 J LOCK 9.Ox 6.0 0.4-0.2 1.00 K LOCK 2.0x 4.0 Ctr Ctr 0.42 F LOCK 3.0x 6.0-0.9 Ctr 0.73 S3 LOCK 3.0x 6.0 Ctr Ctr 0.96 E LOCK 4.0x 8.0 Ctr Cfr 0.53 S4 LOCK 3.0x 8.0 Ctr Ctr 0.93 D LOCK 3.0x 6.0 0.9 Ctr 0.76 L LOCK 5.0x 6.0-0.5 Ctr 0.81 Tr~ Design Engineer: Thom~ A Albani Liicer n~ #: 077357-1 Addre~: PO Box 280055, Tampa, FL 33682 Date Sealed: 11/28/2006 J~ ~k Quan T~pe Span P1-H1 Left OH Right OH Engineering J606004R A25 6 HiPP 470600 6 1- o- 0 1- o- 0 1'06112328 uS J#J606004R Buildings A, D, & E R/T 10-9-0 DG 21-11-11 HO 8-6 7x6 W:408 W:508 M N DG 21-11-11 HO 6-6 19-5-4 19-6-8 23-9-0 I 28-0-12 I 34-7-8 27-11-9 I 37-6-9 47-6-0 H 47-6-0 47-6-0 W:508 R:2864 U:1200 O SCale: 0135" = 1' Online Plus -- Vsrsion 20.0.009 R[r~ DATE: 27-NOV-06 CSI -Size ..... Lu~ber .... TC 0.96 2x 8P-2400 .......... Top Chord~ .......... A -K 0,60 795 T 0.05 0.55 M -82 0.67 4393 C 0.21 0.46 S2-N 0.43 4549 C 0.22 0.21 N -E 0.96 4889 C 0.14 0,82 A -J 0.52 705 C 0.00 0.52 J -I 0.45 2183 T 0.20 0.25 I -G 0.60 2952 T 0.23 0.37 G -S3 0.59 2801 T 0.22 0,97 Tru~sDesi En neer ThomasA Albani License #:~773~7 I Address: P O Box 280055, Tampa, FL 33682 [)ate Sealed: I 1/28/2006 Span P1-H1 Left OH Right OH Engineering J606004R A26 8 HIPP 470600 6 1- 0- 0 0 T06112328 a~ ~k Quan Type U# J#J606004R Buildings A, D, & E R/T 10-6-9 10-3-0 DG 21-11-11 5x6~ 3x6-- HO 6-6 B C A W:400 W:508 R: 160 R:3397 TC ]~ 6-6-6 ] 12-10-8 83 G 4x6 4x0-- 19-5-4 19-6-8 SCale: 0135" = 1' Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 TC 0.85 2x 4 8PF-2100 A -K 0.63 805 T 0.07 0..~6 K -81 0.65 3434 C 0.09 0.56 Sl-L 0.63 3280 C 0.06 0.57 L -B 0.64 3312 C 0.07 0.57 B -C 0.51 2954 C 0.12 0.39 C -D 0.55 3319 C 0.16 0.39 D -M 0.72 3727 C 0.10 0.62 M -$2 0.79 0085 C 0.30 0.49 TL Defl -0.60" in $4-H L/864 LL Defl -0.33" in 84-H L/999 Shear // Grain in A -K 0.47 WEIGHT: 360.1 LBS F LO~K 4.0x 8.0 Ctr Cfr 0.74 84 LO~K 6.0x 8.0 Ctr 0.2 0.83 ~ LO~K 4.0x 6.0 0.7 Cfr 0.64 Truxs Desi~m mEn ineer: ~om~ A Albani License #: t%7735'7-I Address: P O. Box 280055, Tampa, FL 33682 Date Sealed: 11/28/2006 Span Pi-H1 Left OH P~ght OH Engineering 470600 6 1- 0- 0 0 T06112328 aob t.~k Quart ~ J606004R A26 8 axPP U# J#J606004R Buildings A, D, & E R/T TC Dead Load : 4.0 BC Dead Load : 5.0 Roof Snow LOad per ASCE 7-02 wa ~rk Quan T~pe Span P1-H1 Left OH Right OH Engineering J606004R A27 14 Tm 80708 6 9-13 9-13 T06112328 U# J#J606004R Buildings A, D, & E R/T 2-1-14 2-0-4 ! Refer to Gen. Dst. 12 series for i gybaok connection and top chord ~a~eral bracing requirements. D Scale: 0713" = 1' Plates for each ply each face. pLATING CONFORMS TO TPI. Online Plus -- Version 20.0.009 PLATE VALUES MAY BE V~RIFIED RUN DATE: 27-NOV-06 WITH ROBBINS MANUFACTURING. ~RIP BASED ON SPF & SYP LUMBER CSI -Size ..... Lumber .... USING GROSS AREA TEST. TC 0.38 2x 3 SPP-#2 Plate - LOCK 20 Ca, Gross Area BC 0.23 2x 3 SPF-#2 Plate - RHS 20 Ga, Gross Area WB 0.00 2x 3 SPF-STUD Jt Type Flt Size X Y JSI A LOCK 2.0x 4.0 Ctr Ctr 0.65 Brace truss as follows: B LOCK 4.0x 4.0 Ctr-0.2 0.46 O.C. From To C LOCK 2.0x 4.0 Cfr Ctr 0.64 TC Cont. 0- 0- 0 8- 7- 8 D LOCK /.Ox 3.0 Ctr Ctr 0.75 BC Cont. 0- 0- 0 8- 7- S BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 E~posure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 328 Lbs Quality Control Factor 1.25 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Plus 2 unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Ex In-Ex Cont. Brg 0- 0- 0 to 6-11-14 891 480 Hz = 53 Membr CEI P Lbs Axl-CSI-Bnd Tampa, FL 33682 NOTES: Trusses Manufactured by; TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. .......... Top Chords .......... Refer to Gen Dst 3 series for A -B 0.38 328 C 0.00 0.38 web bracing and plating. B -C 0.38 328 C 0.00 0.38 Wind Loads - A~SI / ASCE 7-98 ........ Bottom Chords ......... Trues is designed as a Main A -D 0.23 i T 0.00 0.23 D -C 0.23 i T 0.00 0.23 D -B 0.00 15 C TL Defl -0.03" in D -C L/999 LL Defl -0.02" in D -C L/999 Shear // Grain in A -B 0.40 Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 E~osure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf 'I'ru~% Design Engineer: Thomas A Albani License #: 077357-1 Address: PO Box 280055, Tampa, FL 33682 Date Sealed: l I/28/2006 J~ ~a=~ Quan T!rpe Span P1-H1 Left OH Right OH Engineenng J606004R A28 2 GBL3.24 61000 6 1- 0- 0 1- 0- 0 T06112325 U# J#J606004R Buildings A, D, & E R/T 2-5-5 2-2-14 DG 4-1-0 HO 6-6 /////////////// DG 4-1-0 H0 6-6 Scale: 0 701" - 1' Online Plus -- Verslon 20.0.009 RUN DATE: 27-NOV-06 CSI -Size ..... Lumber .... TC 0.14 2x 3 SPF-#2 BC 0.02 2x 3 SPF-92 GW 0.07 2x 3 SPF-STUD SL 0.01 2x 3 SPF-STDD Brace truss as follows: 0. C. From To TC Cont. 0- 0- 0 6-10- 0 BC Cont. 0- 0- 0 6-10- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-$x Cont. Brg 0- 0- 0 to 6-10- 0 909 519 Hz = 53 .......... TOp Chords .......... ........ Bottom ChordB ......... .......... C~mble Webs .......... ........... Sliders ............ A -D 0.01 40 C g -C 0.01 40 C TL Defl 0.00" in E -F L/999 LL Defl 0.00" in H -C L/999 Shear // Grain in D -B 0.26 Plates for each ply each face. PLATING CO~FO~4S TO TPI. Truss Design Engineer~ I boreas A Albal~i License #: 077357-] Address P O Box 280055, Tampa~ FL 33682 Date Sealed~ 11/28/2006 J~ ~k Quan T~pe Span P1-H1 Left OH Right OH Engineering J606004R A29 2 TR 61000 6 1- 0- 0 1- 0- 0 T06112328 U# J#J606004R Buildings A, D, & E R/T 2-5-5 2-2-14 w:300 w:308 R: 460 R: 460 u: 263 u: 263 1-0-0 ~ 1-0-4 I 3-5-06-10-06-1°-°1 5-9-12 I 6-10-0 ~ 1-0-0 Scale: 0691" = 1' E -C 0.08 198 T monitor. Wind Loads - ANSI / ASCE 7-98 Online Plus -- Version 20.0.009 TL Defl -0.08" in A -C L/898 Truss is designed as a Main RUN DATE: 27-NOV-06 LL Defl -0.02" in A -C L/999 Wind-Force Resistance System. Shear // Grain in D -B 0.36 Wind Speed: 120 mph CSI -Size ..... Lumber .... Mean Roof Height: 25-0 TC 0.35 2x 3 SFF-#2 Plates for each ply each face. Exposure Category: C BC 0.43 2x 3 SPF-#2 PLATING CONFOP~4S TO TPI. Occupancy Factor : 1.00 SL 0.08 2x 3 SPF-STUD PLATE VALUES MAY BE VERIFIED Building T~pe: Enclosed Brace truss as follows: GRIP BASED ON SPF & SYP LUMBER TC Dead Load : 4.0 psf C.C. From TO USING GROSS ~ TEST. BC Dead Load : 5.0 psf TC Cont. 0- 0- 0 6-10- 0 Plate - LOCK 20 Ga, Cross Area Roof Snow Load per ASCE 7-02 BC Cont. 0- 0- 0 6-10- 0 Plate - PHS 20 Ga, Gross Area Oround Snow Load = 45.0 psf Jt Type Plt Size X Y JSI Rain Load = 0.0 pef Loading Live Dead (psf) A LOCK 3.0x 6.01.50.30.54 Importance Factor 1.0 TC 37.8 7.0 D LOCK 3.0x 4.0 Ctr Cfr 0.50 Thern~al Factor 1.0 BC 0.0 8.0 B# LOCK 3.0x 4.0 Ctr-l.20.47 Exposure Factor 1.2 Total 37.8 15.0 52.8 E LOCK 3.0x 4.0 Ctr Ctr 0.50 Balanced Load Factor 0.8 Spacing 24.0" C LOCK 3.0x 6.0-1.50.30.54 Unbalanced Load Factor 1.2 Lumber Duration Factor 1.15 Unbalanced Loads Checked Plate Duration Factor 1.15 # = Plate Monitor used Load Factors = 1.25 and 0.00 TC Fb=1.15 FC=I.10 Ft=l.10 Max comp. force 316 Lbs BC Fb=l.10 FC=i.10 Ft=l.10 REVIE~ED BY: Quality Control Factor 1.25 Robbins Engineering, Inc. FO Box 280055 Plus 4 Wind Load Case(s) Tampa, FL 33682 Plus 2 Unbalanced Load Cases Jt React Uplft Size Req~d NOTES AND SYMBOLS SHEET FOR A 461 264 3- 8 1- 8 License~ 077357-1 C 461 264 3- 8 1- 8 Trusses Manufactured by: ~--~ Hz = -52 TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: Membr CSI P Lbs Anl-CSI-Bnd ANSI/TP195 & 02 .......... Top Chords .......... OH Loading A -D 0.19 235 C 0.00 0.19 Soffit psf 2.0 D -B 0.35 316 C 0.00 0.35 Design checked for LL on BC B -E 0.35 316 C 0.00 0.35 per BOCA (section 1606.2.3), E -C 0.19 235 C 0.00 0.19 IBC/IRC-2003 and FBO 2004 ........ Bottom Chords ......... (section 1607.1), 20.0 psf. ........... Sliders ............ This design may have plates A -D 0.08 198 T selected through a plate Job ~mrX Quan ~ Span P1-H1 Left OH Right OH Engineering J606004R ~ A30 a TR 61000 6 0 0 T06112328 U# J#J606004R Buildings A, D, & E R/T DG 4 i 0 #3x4= DG 4_-1-0 BO 6--6- 6 ~ HO 6 6 W:308 W:308 a: 360 R: 360 U: 156 U: 156 T~C] 1-0-4 I 3-5-0 6-~0-Ot 5~9-12 I 6-10-0 6-10-0 Scale: 0 691" = 1' Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size ..... Lumber .... TC 0.35 2x 3 SPF-#2 BC 0.43 2x 3 SPF-#2 SL 0.08 2x 3 SPF-STUD Brace truss as follows: C.C. From TO TC Cont. 0- 0- 0 6-10- 0 BC Cont. 0- 0- 0 6-10- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 361 156 3- 8 1- 8 Hz = 53 C 361 156 3- 8 1- 8 Hz = -52 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A -D 0.19 235 C 0.00 0.19 D -B 0.35 316 C 0.00 0.35 B -E 0.35 316 C 0.00 0.35 E -C 0.19 235 C 0.00 0.19 A -D 0.08 198 T E -C 0.08 198 T TL Dell -0.08" in A -C L/898 LL Defl -0.02" in A -C L/999 Shear // Grain in D -B 0.36 Plates for each ply each face. PLATING CONFOP/~S TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS APdA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RH$ 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 3.0x 6.0 1.5 0.3 0.54 D LOCK 3.0x 4.0 Ctr Cfr 0.50 B# LOCK 3.0x 4.0 Ctr-l.2 0.47 E LOCK 3.0x 4.0 Ctr Ctr 0.50 C LOCK 3.0x 6.0-1.5 0.3 0.54 # = Plate Monitor used REVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO ROBBIN9 ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on HC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. ........ Bottom Chords ......... NOTE: USER }~ODIFIED PLATES A -C 0.43 297 T 0.06 0.37 This design may have plates ........... Sliders ............ selected through a plate monitor. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph ~an Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building T~pe: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf EC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 316 Lbs Quality Control Factor 1.25 TrussDesignEngin¢cr ThomasA Albani License #: 077357-I Address: PO Box 280055, Tampa, Fl, 33682 Date Sealed: 11/28/2006 Span P1-H1 Left OH Right OR Engineering 61000 20504 0 0 T06112328 J606004R A31 2 FLAT U# J#J606004R Building~ A, D, & E R/T 2-5-4 HO 2-5-4 W:308 360 219 3-5-0 i 6-10-0 6-10-0 W:308 360 191 Scale: 0612" = l' Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size ..... Lumber .... TC 0.51 2x 3 SPF-#2 BC 0.48 2x 3 8PF-#2 WB 0.15 2x 3 SPF-STUD Brace truss as fellows: O.C. From To TC Cont. 0- 0- 0 6-10- 0 BC Cont. 0- 0- 0 6-10- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-8x In-Ex D 361 220 3- 8 1- 8 Hz = -175 C 361 191 9- 8 1- 8 Hz = 176 C -B 0.11 122 C WindLd TL Defl -0.25" in D -C L/296 LL Defl 0.00" in D -C L/999 Shear // Grain in A -E 0.47 Plates for each ply each face. PLATING CONFORMS TO TPI. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupanoy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 LOCK 2.0x 4.0 Ctr Ctr 0.75 Max comp. force 328 Lbs Quality Control Factor 1.25 REVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 ~EFER TO ROBBINS ENG. GENERAL NOTES AbTD SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Mambr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... Design checked for LL on BC A -E 0.51 47 C 0.00 0.51 per BOCA (section 1608.2.3), E -B 0.51 47 C 0.00 0.51 IBC/IRC-2003 and FBC 2004 ........ Bottom Chords ......... (section 1607.1), 20.0 psf. D -C 0.48 272 T 0.08 0.40 Provide drainage to prevent ............. Webs ............. water ponding. D -A 0.11 122 C WindLd This truss must be installed D -E 0.15 328 C as shown. It cannot be E -C 0.15 328 C installed upside-down. Truss Des~ En neet: Thomas A Albani License # ~n7735~7 1 Address P O Box 280055, Tampa, FL 33682 Date Sealed: 11/28/2006 oob ~k Quan T~pe Span P1-H1 Left OH Right OH Engineering J606004R A32 28 MONO 100708 3 1- 0- 0 0 T0611232g U# J#J606004R Buildings A, D, & E R/T 3-6-5 3-4-2 HO 3-4-2 C W:408 W:500 385 U: 314 10-7-8 Scale: 0484" = 1' Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size ..... Lumber .... TC 0.72 2x 3 SPF-2100 EX F -B 2x 3 SPF-#2 BC 0.59 2x 3 SPF-#2 WB 0.87 2x 3 SPF-STUD Brace truss as follows: O. C. From TO TC Cont. 0- 0- 0 10- 7- 8 RC Cont. 0- 0- 0 10- 7- 8 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 657 386 4- 8 1- S Hz = 109 C 559 315 5- 8 1- 8 Hz = 301 Membr CSI P Lbs Axl-CSI-Bnd D -C 0.87 1239 C C -B 0.27 183 C WindLd TL Defl -0.13" in A -g L/908 LL Defl -0.08" in A -E L/999 Shear // Grain in D -F 0.5S Plates for each ply each face. PLATING CONFORMS TO TPI. D LOCK 3.0x 3.0 0.5 0.1 0.S5 F# LOCK 3.0x 6.0 Ctr-0.2 0.51 .......... Top Chords .......... Analysis Conforms To: A -D 0.72 1219 C 0.01 0.71 ANSI/TPI 95 & 02 D -F 0.71 126 C 0.00 0.71 OH Loading F -B 0.66 122 C 0.00 0.66 Soffit psf 2.0 ........ Bottom Chords ......... Provide connection to bearing A -E 0.59 1191 T 0.37 0.22 for 301 Lbs Horiz Reaction E -C 0.56 1191 T 0.37 0.19 Design ohecked for LL on BC ............. Webs ............. per BOCA (section 1606.2.3), E -D 0.06 102 T IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. NOTE: USER MODIFIED pLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building T~pe: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per A~CE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 1239 Lbs Quality Control Factor 1.25 Truss Dc$ign En ineer: Thomas A Albani License #: 0773~7 ] Address: PO Box 280055. Tampa, FI. 33682 Date Sealed: 11/28/2006 aS ~k QLlan Type Span P1-H1 Left OH Right OH Engineering J606004R A33 2 DHPV 210108 6 1- 0- 0 0 T06112328 U# J#J606004R Buildings A, D, & E R/T 4x4 DG 12-0-11 DG 12-0-11 HO 6-6 HO 6-6 R;1972 G R: 242 F R:1305 U:1154 lx311 U: 151 lx311 U: 620 3+5 I .-6-12 ,10+12 21+6 3-0-0 [ u~ 10-6-12 [ 17-7-3 [ 21-1-8 0 0 Scale: 0269" = 1' C -p 0.73 1086 C 0.01 0.72 p -D 0.49 1235 C 0.01 0,48 Online Plus -- Version 20.0.009 D -E 0.54 2111 C 0.06 0.48 RUN DATE; 27-NOV-06 ........ Bottom Chords ......... .......... TOp Chords .......... Q LOCK 1.0x 3.0 Cfr Cfr 0.86 LiCense #: ~773~-/ Date Sealed 11/28/2006 Job l~ark Qtlal% Type 8pazl Pl-lql I~ft OH Right OH Engineering J606004R A33 2 DI-.IPV 210108 6 1- 0- 0 0 T06112328 U# J#J606004R Buildings A, D, & E R/T ~ ~k Quan Ty~e Span P1-H1 Left OH Right OH Engineering J606004R A34 2 JCA2 30508 6 l- 0- 0 0 T06112328 U# J#J606004R Buildings A, D, & E R/T 2-5-9 HO 2-3-2 Scale: 0644" = 1' ........ Bottom Chords ......... IBC/IRC-2003 and FBC 2004 A -C 0.55 124 T 0.00 0.55 (section 1607.1), 20.0 psf. Online Plus -- Version 20.0.009 ............. Webs ............. Use properly rated hangers for RUN DATE: 27-NOV-06 C -E 0.12 138 C WindLd loads framing into girder CSI -Size ..... Lumber .... TC 0.47 2x 3 SPF-#2 BC 0.55 2x 4 SPF-%2 WB 0.12 2x 3 SPF-STUD SL 0.03 2x 3 SPF-STUD Brace truss as follows: C.C. From TO TC Cont. 0- 0- 0 3- 5- 8 BC Cont. 0- 0- 0 3- 5- 8 Loading Live Dead (psf) TC 30.O 7.O RC 0.0 B.0 Total 30.0 15.0 45.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=l.00 Fc=l.00 Ft=l.00 BC Fb=l.00 FC=i.00 Ft=l.00 Load Case # i Girder & Snow Lo Lumber Duration Factor 1.15 Plate Duration Factor 1.15 plf - Live Dead From TO TC V 76 14 0.0~ 3.51 BC V 95 54 0.0' 3.5' Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 510 184 6- 0 1- 8 Hz = 57 C 406 240 3- 8 1- 8 HZ = 177 ........... Sliders ............ A -D 0.03 79 T TL Dell -0.05" in A -C L/605 LL Defl -0.04" in A -C L/860 Shear // grain in A -C 0.46 Plates for each ply each face. PLATING CONFORMS TO TPI. A LOCK 4.0x 4.0 2.0 0.5 0.80 REVIEWED BY: Robbins Engineering, Inc. PO Box 280055 T~pa, FL 33682 Trusses M~nufactured b~: ANSI/TPI 95 & 02 Span 7- 0- 0 Membr CSI P Lbs Axl-CSI-Bnd OH Loading .......... Top Chords .......... Soffit psf 2.0 A -D 0.30 122 C 0.00 0.30 Design checked for LL on BC D -B 0.47 88 C 0.00 0.47 per BOCA (section 1606.2.3), Wind Loads - ANSI / ASCE 7-98 T~Jss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Me~ Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 The=mal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 13S Lbs Quality Control Factor 1.25 Tru~ Desi~ o~JEno neet: ThoI~ A Albani L]ccnse #: ~)773~'7-I Address: P O Box 280055, Tampa, FL 33682 Date Sealed: ] 1/28/2006 JO~ ~k Quan T~rpe Span P1-H1 Left OH Right OH Engineering J606004R A35 4 GBL3.24 61100 6 0 1- 0- 0 T0611232g U# J#J606004R Buildings A, D, & E R/T 2-5-9 2-3-2 DG 4-1-9 ~ ~--~3x6-- DG 4-1-9 HO 6-6 6 ~ HO 6-6 W:308 W:308 R: 365 R: 464 U: 158 U: 265 T~C ~ 3-6-86-11-06-11-01 6-11-0 1-0-0 Scale: 0.651" = 1' F -B 0.05 87 T E -G 0.03 90 T Online Plus -- Version 20.0.009 ........... Sliders ............ RUN DATEr 27-NOV-06 A -D 0.07 239 C G -C 0.07 239 C CSI -Size ..... Lumber TC 0.24 2x 3 SPF-#2 TL Defl -0.03" in F -E L/999 B~ 0.33 2x 3 SPF-#2 LL Defl -0.02" in F -E L/999 6~ 0.05 2x 3 SPF-STUD Shear // Grain in D -E 0.29 SL 0.07 2x 3 5PF- STUD Plates for each ply each face. Brace truss as follows: PLATING C~FOFa4S TO TPI. ~efer to Gert Der 3 series for web bracing and plating. NOTE: USER b*DDIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / ~CE 7-98 Wind Speed: 120 ~h Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 365 158 3- 8 1- 8 Hz ~ 53 C 465 265 3- 8 1- 8 Hz = -52 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A -D 0.12 187 C 0.00 0.12 D -B 0.24 351 C 0.00 0.24 B -G 0.24 351 C 0.00 0.24 G -C 0.12 187 C 0.00 0.12 ........ Bottom Chords ......... A -E 0.33 322 T 0.07 0.26 E -F 0.33 322 T 0.07 0.26 F -E 0.33 322 T 0.07 0.26 H -C 0.33 322 T 0.07 0.26 .......... G~ble Webs .......... E -D 0.03 90 T ]mss Desi n Engineer: Thomas A Albani License #: ~77357-1 Address: P O Box 280055, Tampa, FL 33682 Date Sealed: I 1/28/2006 Jo~ Ma~k Quan Type Span P1-H1 Left OH Right OH J606004R A36 2 TR 61100 6 0 1- 0- 0 '1'06112328 U# J#J606004R Buildings A, D, & E R/T 2-5-9 2-3-2 W:308 W:308 Scale: 0 688" = 1' Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size ..... Lumber .... TC 0.36 2x 3 SPF-#2 BC 0.44 2x 3 SPF-#2 SL 0.08 2x 3 SPF-STUD Brace truss as follows: C.C. From To TC Cont. 0- 0- 0 6-11- 0 BC Cont. 0- 0- 0 6-11- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 E -C 0.08 204 T TL Defl -0.09" in A -C L/861 LL Defl -0.02" in A -C L/999 Shear // Grain in D -B 0.37 Plates for each ply each face. PLATING CONFOP2~S TO TPI. monitor. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a ~in Wind-Force Resistance System. Wind Speed: 120 mph }(san Roof Height: 25-0 E~osure Category: C Occupancy Factor : 1.00 Building T~pe: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 321 Lbs Quality Control Factor 1.25 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 365 158 3- 8 1- 8 HZ = 53 C 465 265 3- 8 1- 8 SZ = -52 Membr CSI P Lbs Axl-CSI-Bnd Robbins Engineering, Inc. PO Box 280055 T~mpa, FL 33682 ~EFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRI~NGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 .......... Top Chords .......... OH Loading A -D 0.20 241 C 0.00 0.20 D -B 0.36 321 C 0.00 0.36 E -E 0.36 321 C 0.00 0.36 E -C 0.20 241 C 0.00 0.20 ........ Bottom Chords ......... A -C 0.44 302 T 0.06 0.38 ........... Sliders ............ A -D 0.08 204 T Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate Date Sealed: 11/28/2006 J606004R A37 Quan Type Span P1-H1 Left OH Right OH 2 TR 61100 6 0 0 Engineering 106112328 U# J#J606004R Buildings A, D, & E R/T DG 4-1-9 93x4= DG 4-1-9 gO 6-6 6I ~ xltO 6-6 W:308 W:808 R: 365 R: 365 U: 158 U: 158 TC I 1-0-4 I 3-5-8 6-10-12 I 6-11-0 Scale: 0 688" = 1' Online Plus -- Version 20.0.009 RI/N DATE: 27-NOV-06 A -D 0.08 204 T E -C 0.08 204 T TL Defl -0.09" in A -C L/861 LL Dell -0.02" in A -C L/999 Shear // Grain in D -B 0.37 Plates for each ply each face. PLATING CONFORMS TO TPI. REFER TO ROBBINS ENG. GENERAL NOTES A~D SXl4BOL8 SHEET FOR ADDITIONAL SPECIFICATIONS. CSI -Size ..... Lumber .... TC 0.36 2x 3 SPF-#2 BC 0.44 2x 3 SPF-#2 SL 0.08 2x 3 SPF-STUD Brace truss as follows: C.C. From TO TC Cont. 0- 0- 0 6-11- 0 BC Cont. 0- 0- 0 6-11- 0 Loading Live Dead (psf} TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 365 1§8 3- 8 1- S Hz = 53 C 365 158 3- 8 1- 8 Hz = -52 Membr CSI P Lbs gx1-CSI-Bnd .......... Top Chords .......... A -D 0.20 241 C 0.00 0.20 D -B 0.36 321 C 0.00 0.36 E -E 0.36 321 C 0.00 0.36 E -C 0.20 241 C 0.00 0.20 NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: A~SI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1807.1), 20.0 psf. ........ Bottom Chords ......... NOTE: USER MODIFIED PLATES A -C 0.44 302 T 0.06 0.38 This design may have plates ........... Sliders ............ selected through a plate monitor. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a ~ain Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building T~r~e: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 ~round Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Fa=tor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 321 Lbs Quality Control Factor 1.25 TmSSLicenseDesign#: 0773~7-1En ,ineer; Thomas A AlbanJ Address: PO Box 280055, Tampa, FI. 33682 Date Sealed: I 1/28/2006 Job Maxk Quan Tln~e Span P1-H1 Left OH Right OH Engine=ring J606004R A38 4 'iR 61100 6 0 l- 0- 0 T06112328 U# J#J606004R Buildings A, D, & E R/T 2-5-9 2-3-2 Scale: 0656" = 1' Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size ..... Lumber .... TC 0.52 2x 3 SPF-#2 BC 0.59 2x 3 SPF-#2 WB 0.18 2x 3 SPF-STUD SL 0.09 2x 3 SPF-STUD Brace truss as follows: O. C. FrOm TO TC Cont. 0- 0- 0 6-11- 0 BC Cont. 0- 0- 0 6-11- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 B.0 Total 37.8 15.0 52.8 S~acing 24. O" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 217 81G 3- 8 1- 8 HZ = 53 F 731 669 4- 8 1- 8 HZ = -52 G = Gravity Uplift .......... Top Chords .......... ........ Bottom Chords ......... ............. Webs ............. B -F 0.18 507 C ........... Sliders ............ A -D 0.09 155 T E -C 0.04 193 C TL Defl -0.03" in A -F L/999 LL Defl -0.02" in A -F L/999 LL Cant -0.05" in F -C L/656 Shear // Grain in B -E 0.41 Plates for each ply each face. pLATING CONFORMS TO TPI. PLATE V~LUES ~Y BE VERIFIED WITH ROBBINS ~NOFACTURING. GRIP BASED ON SPF & SYP LUMBER NOTES: Trusses Y~Lnufactured by: T~NGL~ BOILING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 OH Loading Soffit psf 2.0 Design c~cked for LL on BC per ~ (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. %~IGHT: 29.5 LBS NOTE: USER ~DDIFIED PLATES This design may have plates selected through a plate monitor. Wind Loads - ANSI / A~CE 7-98 T=uss is designed as a ~ain Wind-Force Resistance System. Wind Speed: 120 m~h ~an Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building T~e: Enclosed Zone location: Exterior TC ~ad Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ~CE 7-02 Ground Snow Load = 45.0 Fsf ~ain Load ~ 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 607 Lbs Quality Control Factor 1.28 Truss Design Engineer: Thomas A Albani License #: 077357 I Address: PO Box 280055, Tampa, FL 33682 Date Sealed: 11/28/2006 Span P1-H1 Left OH Right OH Engineering 30508 6 1- 0- 0 0 T06112328 J~ ~x~ Quan T~pe J606004R A39 8 JCA2 U# J#J606004R ~uildings A, D, & E R/T 2-3-2 HO2-3-2 W:600 278 Scale: 0 684" Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CHI -Size ..... Lumber .... TC 0.38 2x 3 SPF-#2 BO 0.29 2x 3 SPF-#2 SL 0.02 2x 3 SPF-STUD C.C. From To TC Cont. 0- 0- 0 3- 5- 8 BC Cont. 0- 0- 0 3- 5- 8 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.9 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TL Defl -0.04" in A -C L/907 LL Defl -0.02" in A -C L/999 Shear // Grain in D -B 0.28 Plates for each ply each face. PLATING CONFO~ TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & S~P LUMBER USING GROSS~-REA TEST. Plate - LOCK 20 Ga, Gross A=ea Plate - RHS 20 Ga, Gross Area Jt T~rpe Plt Size X Y JSI A LOCK 3.0x 4.0 1.5 0.4 0.96 D LOCK 3.0x 4.0 Ctr Ctr 0.50 P, EVIE~TBD BT: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 P, EFER TO ROBBINS ENG. GENERAL NOTES AND SY~OLS SHEET FOR ADDITIONAL SPECIFICATIONS. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occuptuacy Factor : 1.00 Building T~pe: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 112 Lbs Quality Control Factor 1.25 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 278 161 6- 0 1- 9 Hz = 120 HZ = 70 B 137 132 1- 8 1- 8 Membr CHI P Lbs Axl-CHI-Bnd .......... Top Chords .......... A -D 0.22 112 C 0.01 0.21 D -B 0.38 63 C 0.00 0.38 ........ Bottom Chords ......... A -C 0.29 7S T 0.00 0.29 For proper installation of toe-nails, refer to the 2001 National Design Specification (NDS) for Wood Constr~ction NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: A~SI/TPI 95 & 02 OH Loading Soffit psf 2.0 Design checked for LL on BC per ~OCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. ........... Sliders ............ Wind Loads - ANSI / ASCE 7-98 A -D 0.02 88 C Truss is designed as a Main Wind-Force Resistance System. Date Sealed: ] 1/28/2006 ~o~ ~ ~uan Type J606004R A41 4 n~ U# J#Jfi0fi004R Buildings A, D, & E R/T Span P1-H1 Left OH Right OH Engineering 210108 6 1- 0- 0 0 T06112328 6-1-5 6-9-12 DG 12-0-11 4X4-- HO 6-6 B DG 12-0-11 HO 6-6 D 9X4 4X4-- 3xA-- ~l ~ 3-0-0 3-0-0 I 6-9-6 r 10-6-12 14-4-4 I 14-4-4 I w:306 428 107 Scale: 0291" = 1' Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size ..... Lumber .... TC 0.82 2x 4 SPF-#2 BC 0.50 2x 4 SPF-#2 WB 0.51 2x 3 SPF- STUD EX K -D 2x 3 SPF-#2 Brace truss as follows: 0. C. Fro~ TO TC Cont. 0- 0- 0 21- 1- 8 BC Cont. 0- 0- 0 21- 1- 8 WB 1 rows CLB on K -D Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 B.0 Total 37.8 15.0 52.5 Spacing 24.0" L~u~ber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size ~eq'd A -F 0.38 354 T 0.00 0.38 F -S1 0.46 397 T 0.08 0.38 S1-D 0.49 397 T 0.08 0.41 D -C 0.50 258 T 0.03 0.47 F -I 0.15 388 C F -K 0.51 768 C K -D 0.08 213 C i Br D -J 0.28 677 C TL Defl -0.12" in D -C L/629 LL Defl -0.10" in D -C L/729 LL Cant -0.02" in A -F L/999 Shear // Grain in J -C 0.52 Plates for each ply each face. PLATING CONFOP~MS TO TPI. Jt Type Plt Size X Y JSI A LOCK 4.0x 4.0 1.0 0.3 0.80 I LOCK 1.0x 3.0 Ctr Ctr 0.77 K LOCK 3.0x 4.0 Ctr Cfr 0.62 B LOCK 4.0x 4.0 Ctr-l.0 0.50 J LOCK 1.0x 3.0 Ctr Ctr 0.96 C LOCK 4.0x 4.0-1.0 0.3 0.80 F LOCK 3.0x 4.0 Ctr Ctr 0.50 S1 LOCK 4.0x 4.0 Ctr 0.2 0.81 D LOCK 3.0x 4.0 Ctr Ctr 0.48 Lbs Lbs In-Sx In-Sx F 1231 792 4- 8 1-13 REVIEWED BY: Hz ---- 167 Rohbins Engineering, Inc. D 880 479 3- 8 1- 8 PO Box 280055 C 429 107 3- 8 1- 8 Tampa, FL 33682 HZ = -166 .......... Top Chords .......... ADDITIONAL SPECIFICATIONS. ........ Bottom Chords ......... ANSI/TPI 95 & 02 WEIGHT: 112.6 LBS OH Loading Soffit psf 2.0 Design checked for LL on BC per BO~A (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph ~a~ Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load ~ 45.0 psf Rain Load ~ 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Emposure Factor 1.2 Balanced Load Factor 0.8 unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors ~ 1.25 and 0.00 Max comp. force 768 Lbs Quality Control Factor 1.25 Truss Des~ En ineer: Thomas A Albani Date Sealed: 11/28/2006 Job t4ark Quan T~pe Span P1-H1 Left OH Right OH E,~n¢¢ri,g J606004R A42 6 JCA2 70100 6 0 0 T06112328 U# J#J606004R Buildings A, D, & E R/T s0 4-0-14 w:508 w:308 R: 371 R: 376 Scate: 0439" Online Plus -- Version 20.0.009 RUN DATE: 27-NOV-06 CSI -Size ..... Lumber .... TC 0.00 2x 4 SPF-#2 BC 0.00 2x 3 SPF-#2 WB 0.14 2x 3 SPF-STUD WG --- 2x 3 SPF-STUD O.C. From To TC Cont. 0- 0- 0 7- 1- 0 BC Cont. 0- 0- 0 7- 1- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx C 372 275 5- 8 1- 8 Hz = -159 B 376 122 3- 8 1- 8 Hz = -261 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... C -A 0.14 277 T TL Defl 0.00" in D -C L/999 LL Defl 0.00" in D -C L/999 Shear // Grain in C -A 0.00 Plates for each ply each face. PLATING CONFORMS TO TPI. Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Ma~n Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building T!r~e: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf GRIP BASED ON 6PF & SYP LUI4BER Roof Snow Load per ASCE 7-02 USING GROSS A~EA TEST. Plate - LOCK 20 Ga, Gross ~ea Plate - PHS 20 Ga, Oross Area Jt T~r~e Plt Size X Y JSI A LOCK 1.0x 3.0 Ctr Ctr 0.75 B LOCK 4.0x 4.0-2.0 0.5 0.77 C LOCK 1.0x 3.0 Cfr Ctr 0.75 REVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONA~ SPECIFICATIONS. NOTES: Trusses Manufactured b~: TRI/~NGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. ........ Bottom Chords ......... NO wind exposure on left end. ............. Webs ............. Wind Loads - ANSI / ASCE 7-98 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 262 Lbs Quality Control Factor 1.25 Truss Design men inset: Thomas A Albani Date Sealed 11/28/2006 March 9, 2007 Town of Southold Department of Building 53905 Main Road Southold, New York 11971 Attn: Gary Fish Re: Cliffside Resort I. SIq DEVELOPMENT CORP 5 BEAVER LANE WEST WESTHAHPTON, NY 11977 (631) 369-8058 (631) 3697746 fax WWWJsmdevelopment. com Dear Gary, Enclosed please find Two copies each of Tress certification for l~uildings A, D and E, B and C, and the Managers apartment. Also, there are Two copies of the most recent foundation location s~_u~,e..ys for your records. Also O ..... ~ucnltect and One con,, ^~-~ 'd "~ copy otthe strannin .... ~- __ ~'.Y uline l~no~inee~,~ e _ er ~5 UOlllOllHance ,~.~:e . ~' ~ ~/ounaatio- ,,~..<~_ ~. . '-us unCatlon fi'om the As requested I have included the "~, uncat~on for Building B. specifications on the plastic plumbing associated fittings that are being used on this project. .,. supply lines and Please feel free to give me a call if you have any quest/ohs. Sincerely, David S. Lantz, Pres. LSM Development Corp. Job ~=k I Quan Type Span P1-H1 Left OH Right OH [ Ensineenng ] .1606004FC I CI 35 moo 221~00 10000 0 0 ~ T07020937 ~ Online Plus -- Version 20.0.020 RUN DATE: 01-FEB-07 CSI -Size ..... Lumber .... TC 0.56 3x 2 SPF-2100 EX S1-C 3x 2 SPF-#2 BC 0.65 3x 2 SPF- #2 WB 0,61 3x 2 SPF-STUD O. C. From TO TC Cont. 0- 0- 0 22-11- 0 BC Cont. 0- 0- 0 22-11- 0 Load~ng L~ve Dead (psf) TC 50.0 15.0 BC 0.0 5,0 Total 50.0 20.0 70.0 Spacing 16. 0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 4 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx F 469 0 3- 8 1- 8 E 1264 0 5- 4 1- 8 D 467 0 3- 8 1- 8 Membr CSI P Lbs /~xl-CSI-Bnd E -S 0.39 616 T 0.07 0.32 G LOCK 3.0x 3.0 Ctr Ctr 0.76 B -G 0.65 1327 T 0.33 0.32 D LOCK 3,0x 4.0-0.8 Ctr 0.94 G -D 0.58 1062 T 0.38 0.20 F -A 0.03 86 C BEVIEWED BY: F -K 0.42 1129 C K -J 0,20 289 T I -N 0.61 894 T N -E 0.57 1541 C E -E 0.04 141 C E -E 0.04 141 C E -0 0.58 1543 C O -H 0. 61 891 T B -P 0.08 236 C G -Q 0.03 87 C G -R 0.19 280 T R -D 0.42 1122 C D -C 0.03 86 C TL Dell -0.23" in G -D L/576 LL Dell -0.13" in G -D L/999 Shear // Grain in Q -R 0.43 Plates for each ply each face. PLATING CONFOP~4S TO TPI Robbins Engineering, Inc. PO Box 280055 '~, FL 33682 Rm~R TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADD I T IONA~ SPECIFICATIONS. NOTES: Trusses Manufacturod by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and F~C 2004 (section 1607.1) , 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft, Fasten to each truss w/ 3-16d nails at truss member(s). This tz~ss must be installed as shown. It cannot be installed upside-down. Max comp. force 1543 Lbs Quality Control Factor 1.25 .......... Top Chords .......... K LOCK 3.0x 4.0-0.8 Ctr 0.95 A -K 0.36 0 T 0.00 0.36 L LOCK 2.0x 4.0-0.2-0.5 0.60 K -L 0.37 1343 C 0.01 0,36 M LOCK 2.0x 4.0 0.2-0.5 0.60 L -M 0.35 1343 C 0.01 0.34 N LOCK 3.0x 6.0 0.5 Ctr 0.99 M -N 0.35 1343 C 0.01 0.34 B LOCK 2.0x 4.0 Ctr-0.5 0.90 N -E 0.56 1204 T 0.18 0.38 0 LOCK 3.0x 6.0-0.5 Ctr 0.99 B -O 0.56 1204 T 0.18 0.38 S1 LOCK W2.0X 4.0 Ctr Ctr 0.00 0 -Sl 0.25 1327 C 0.02 0.23 P LOCK 2.0x 4,0-0.2-0.5 0.60 Si-P 0.56 1327 C 0.04 0.52 Q LOCK 2.0x 4.0 0.2-0.5 0.60 P -Q 0.56 1327 C 0.04 0.52 R LOCK 3.0x 4.0 0.8 Cfr 0.94 Q -R 0.61 1327 C 0.02 0.59 C LOCK 2.0x 4.0-0.2-0.5 0.60 R -C 0.59 0 T 0.00 0.59 F LOCK 3.0x 4.0 0.8 Ctr 0.95 ........ Bottom Chords ......... J LOCK 3.0x 3.0 Ctr Ctr 0.76 F -J 0,56 1066 T 0,38 0.18 I LOCK 3.0x 4,0 0.5 Ctr 0,88 J -I 0.62 1343 T 0.33 0.29 S2 LOCK W2.0x 4.0 Ctr Cfr 0.00 I -S2 0.36 637 T 0.07 0.29 E LOCK 3.0x10.0 Ctr Ctr 0.99 S2-E 0.36 837 T 0.22 0.14 S LOCK 3.0x 4.0-0.5 Cfr 0.87 Dale Sealed 2/I/2007 3~ ~ ~%~- · Quan Type Span P1-H1 Left OH Right OH ]606004FC I L1 · 2 mOO 221100 10000 0 0 U# J#J$o6o6~F~ ~fubhouse ~/T ......... T07020037 FF-HH 0.01 0 T 0.00 0 01 HH-JJ 0 01 0 T 0.00 0.01 Online Plum -- Vermlon 20,0.020 JJ-LL 0.03 0 T 0.00 003 I -K 0.13 25 C 0.00 0.13 K -M 0.11 25 C 0.0O 0.11 M -O 0.11 23 C 0.00 0.11 P -S20.O0 T V -x 0.00 T Plates for each ply each face. PLATING CON~OP~4$ TO R LOCK 2.0x 4,0 Ctr 0.5 0.60 T LOCK 2.0x 4,0 ctr 0.5 0.60 V LOCK 2.0x 4.0 Ctr 0.5 0.60 X LOCK 2.0x 4.0 Ctr 0.5 0.60 Z LOCK 2.0x 4.0 Ctr 0.5 0.60 BB LOCK 2.0~ 4.~ Ctr 0.5 0.60 DP LOCK 2.0x 4.0 Cfr 0.5 0.60 FF LOCK 2.0~ 4.0 Ctr 0.5 0.60 H~ LOCK 2.0x 4.0 Ctr 0.5 0.60 JJ LOCK 2.0x 4.0 Ctr 0.5 0.60 LL LOCK 2.0x 4.0 Ctr 0.5 0.60 NN LOCK 2.0x 4.0 Ctr 0.5 0.60 F LOCK 2.0x 4.0-0.2 0.5 0.60 per BOCA (section 1606.2.3), IBC/IRC-~003 ~d FBC 2004 (section 1607,1), 20,0 psf. I,icenm Dale Sealed: 2/I/2007 Job ~k Quan Type Span P1-H1 Left OH Right OH Engineering · 60700~ F 1 BI i M100 110600 10200 0 0 T06081635 U# J#J607003F1 Buildings B & C 1st F/T i 2-0 Online Plus -- Version 19.0.034 R ~T 0.02 0 T 0.00 0.02 RUN DATE: 15-AUG-06 T -V 0.07 3 T 0.00 0.07 V -F 0.11 7 C 0.00 0.11 CSI -Size ..... Lu~ber ................. Webs ........... TC 0.16 3x 2 SPF-#2 C -A 0.09 47 C 0.00 0.09 Robbins Engineering, Inc./Online PlusTM APPROX. TRUSS WEIGHT: 47.3 LBS R LOCK 1.0X 3.0 Ctr Ctr 0.90 T LOCK 1.0x 3.0 Ctr Ctr 0.90 V LOCK 1.0x 3.0 Ctr Ctr 0.90 F LOCK 2.0x 4.0 Ctr 0.5 0.90 F -D 0.15 50 C 0.00 0.15 .......... Gable Webs .......... H -G 0,01 116 C J -I 0.01 115 C L -K 0·01 115 C N -M 0.01 115 C P -O 0.01 115 C 0.00 R -Q 0.01 112 C 0.00 T -S 0.08 131 C 0.00 V -U 0.11 43 C 0.00 0.00 0.01 0.08 TL Dell 0.00" in T -V L/999 LL Dell 0.00" in T -V L/999 Shear // Grain in S -U 0.21 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP LUMBER BC 0.11 3x 2 SPF-#2 WB 0.15 3x 2 SPF-STUD Gw 0.11 3x 2 SPF-STUD O.C. From TO TC Cont. 0- 0- 0 11- 6- 0 BC ConE. 0- 0- 0 11- 6- 0 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases USING GROSS A/~EA TEST. Jt React Uplft Smze Req'd Plate - LOCK 20 Ga, Gross Area Lbs Lbs In-Sx In-Sx Plate - RHS 20 Ga, Gross Area Cont. Brg 0- 1- 8 to 11- 4- 8 Jt Type Plt Size X Y JSI 1129 0 Hz = 24 A LOCK 1.0x 3.0 Ctr Ctr 0.90 A LOCK 1.0x 3.0 Ctr Ctr 0.00 Membr CSI P Lbs Axl-CSI-Bnd G LOCK 1.0x 3.0 Ctr Ctr 0.90 .......... Top Chords .......... I LOCK 1.0x 3.0 Ctr Ctr 0.90 A -G 0.10 7 C 0.00 0.10 K LOCK 1.0x 3.0 Ctr Ctr 0.90 G -I 0.11 9 C 0.00 0.11 M LOCK 1.0x 3.0 Ctr Ctr 0.90 I -K 0.11 11 C 0.00 0.11 O LOCK 1.0x 3.0 Ctr Ctr 0.90 K -M 0.11 12 C 0.00 0.11 Q LOCK 1.0x 3.0 Ctr Ctr 0.90 M -O 0.11 14 C 0.00 0.11 S LOCK 1.0x 3.0 Ctr Ctr 0.90 O -Q 0.11 16 C 0.00 0.11 u LOCK 1.0x 3.0 Ctr Ctr 0.90 Q -S 0.12 18 C 0.00 0.12 D LOCK 1.0x 3.0 Ctr Ctr 0.90 S -U 0.16 27 C 0.00 0.16 D LOCK 1.0x 3.0 Ctr Ctr 0.00 U -D 0.07 17 C 0.00 0.07 C LOCK 2.0x 4.0 Ctr 0.5 0.90 ........ Bottom Chords ......... H LOCK 1.0x 3.0 Ctr Ctr 0.90 C -H 0.01 0 T 0.00 0.01 J LOCK 1.0x 3.0 Ctr Ctr 0.90 E -J 0.01 0 T 0.00 0.01 L LOCK 1.0x 3.0 Ctr Ctr 0.90 J -L 0.01 0 T 0.00 0.01 N LOCK 1.0x 3.0 Ctr Ctr 0.90 L -N 0.01 0 T 0.00 0.01 P LOCK 1.0x 3.0 Ctr Ctr 0.90 REVIEWED BY: Robbins Engineering, Inc. FO Box 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GEN~R~-L NOTES AND S~MBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. This truss must be installed installed upside-down. Max comp. force 131 LDS Quality Control Factor 1.25 License h O773~7-1 Address P O Box 280055. Fampa, Fi 33682 Date Sea}ed 8/15/2006 Job Mark i Quan T~rpe Span P1-H1 Left OH J607003F1 ] B2 I 1 M100 110600 10200 0 U# J#J607003F1 Buildings B & C 1st F/T Righ0t OH~ 15nglnecrm~ _ T060~1635 1-2-0 W:308 3x3 3x3x ALL pLATES ARE LOCK20 W:308 519 Scale 0 505" = 1' Online Plus -- Version 19.0.034 RUN DATE: 15-AUG-06 CSI -Size ..... Lumber .... TC 0~58 3x 2 SPF-#2 BC 0.60 3x 2 SPF-#2 WB 0.41 3x 2 SPF-STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- 6- 0 BC Cont. 0- 0- 0 11- 6- 0 D -A 0.03 87 C D -I 0.41 1105 C I -B 0.32 468 T S -J 0.04 134 C G -K 0.04 134 C G -L 0.32 468 T L -C 0.41 1105 C C -B 0.03 87 C TL Defl -0.17" in G -C L/763 LL Dell -0.09" in D -H L/999 Shear // Grain in I -J 0.41 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lum~0er Duration Factor 1.00 Plate - Plate Duration Factor 1.00 Jt Type TC Fb=l.15 Fc=l.10 Ft=l.10 A LOCK BC Fb=l.10 Fc=l.10 Ft--l.10 A LOCK I LOCK Plus S Unbalanced Load Cases J LOCK K LOCK Jt React Uplft Size Req'd L LOCK Lbs Lbs In-Sx ~n-Sx B LOCK D 520 0 3- 8 1- 8 B LOCK C 519 0 3- 8 1- 8 D LOCK H LOCK Me,hr CSI P Lbs Axl-CSI-Bnd G LOCK .......... Top Chords .......... C LOCK A -I 0.56 0 T 0.00 0.56 I -J 0.58 1411 C 0.02 0.56 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES MAY BE VERIED WITS ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area RSS 20 Ga, Gross Area Plt Size X Y JSI 1.0x 3.0 Ctr Ctr 0.90 1.0x 3.0 Ctr Ctr 0.00 3.0x 4.0-0.5 Ctr 0.99 1.0x 3.0 Ctr Ctr 0.90 1.0x 3.0 Ctr Cfr 0.90 3.0x 4.0 0.5 Ctr 0.99 1.0x 3.0 Ctr Ctr 0.90 1.0x 3.0 Ctr Ctr 0.00 3.0x 6.0 Ctr Ctr 0.82 3.0x 3.0 Ctr Ctr 0.84 3.0x 3.0 Ctr Ctr 0.84 3. Ox 6.0 Ctr Ctr 0.82 J -K 0.30 1411 C 0.02 0.28 P~EVISWED BY: K -L 0.58 1411 C 0.02 0.56 Robbins Engineering, Inc. L -B 0.56 0 T 0.00 0.56 PO Box 280055 ........ Bottom Chords ......... Tampa, FL 33682 D -S 0.50 1024 T 0.36 0.14 H -G 0.60 1411 T 0.50 0.10 REFER TO ROBBINS ENG. GENERAL G -C 0.50 1024 T 0.36 0.14 NOTES AND SI~MBOLS SHEET FOR ............. Webs ............. ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member{s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 1411 Lbs Quality Control Factor 1.25 I russ Des/tm En, ricer: Thomas A Alhani Address P O Box 280055, Tampa, FL 33682 Dale Sea)ed 8/I5/2006 J607J°bF 003 mm 'r, 5e _ i moo U# J#J607003F1 Buildings B & C 1st F/T Span P1-H1 Left OH Right OH Engmcer,n.~ 160708 10200 0 0 T06081635 1-2-0 · HO 1-2-0 HO 1-2-0 (W) 2x4 16-7-8 ALL pLAI~S ARE LOCK2O See Joint G For T~ical Gable Plate Size and Plac~nt RObblnS Engineering, Inc./Online Plus~ APPROX. TRUSS WEIGHT: 67,1 LBS T -V 0.01 0 T 0.00 0.01 V -Y 0.01 0 T 0.00 0.01 Online Plus -- Version 19.0.034 Y -X 0.01 0 T 0.00 0.01 RUN DATE: 15-AUG-06 X -W 0.01 0 T 0.00 0.01 W -CC 0.04 2 T 0.00 0.04 TC Cont. 0- 0- 0 16- 7- 6 BC Cont. 0- 0- 0 16- 7- 8 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases Lbs Lbs In-Sx In-Sx Cont. Brg 0- 1- 8 to 16- 6- 0 1598 0 Hz = 20 Membr CSI P Lbs ~xl-CSI-Bnd .......... Top Chords .......... -G 0.00 116 C -I 0.00 115 C -K 0.00 115 C -M 0.0I 115 C 0.00 0.01 -O 0.00 115 C -Q 0.00 115 C -S 0.00 115 C -u 0.01 115 C 0.00 0.01 -z 0.01 115 C 0.00 0.01 -AA 0.00 113 C -BB 0,05 126 C 0.00 0.05 A -G 0.10 6 C 0.00 0.10 G -I 0.10 7 C 0.00 0.10 S1-U 0.10 12 C 0.00 0.10 U -Z0.11 14 C 0.00 0.11 Z -AA 0.11 15 C 0.00 0.11 AA-BB 0.11 16 C 0.00 0.11 BB-DD 0.14 22 C 0.00 0.14 DD-D 0.05 11 C 0.00 0.05 Scale 0374" - 1' N LOCK 2.0x 4.0 Ctr 0.5 0.60 P LOCK 2.0x 4.0 Ctr 0.5 0.60 R LOCK 2.0x 4.0 Ctr 0.5 0.60 T LOCK 2.0x 4.0 Ctr 0.5 0.60 V LOCK 2.0x 4.0 Ctr 0.5 0.60 · LOCK 2.0x 4.0 Ctr 0.5 0.60 X LOCK 2.0x 4.0 Ctr 0.5 0.60 W LOCK 2.0x 4.0 Ctr 0.5 0.60 CC LOCK 2.0x 4.0 Ctr 0.5 0.60 F LOCK 3.0x 3.0 Ctr Ctr 0.71 TL Defl 0.00" in W ~CC L/999 LL Defl 0.00" in W -CC L/999 Shear // Grain in BB-DD 0.19 Plates for each ply each face. PI~%TING CONFOI~ TO TPI NOTES: Jt Type Plt Size A LOCK 2.0x 4.0 0.2-0.5 0.60 A LOCK 1.0x 3.0 Ctr Ctr 0.00 G LOCK 2.0x 4.0 Ctr-0.5 0.60 I LOCK 2.0x 4.0 C~r-0.5 0.60 K LOCK 2.0x 4.0 Ctr-0.5 0.60 M LOCK 2.0x 4.0 Ctr-0.5 0.60 0 LOCK 2.0x 4.0 Ctr-0.5 0.60 Q LOCK 2.0x 4.0 C%r-0.5 0.60 S LOCK 2.0x 4.0 Ctr-0.5 0.60 S1 LOCK W2.0x 4.0 Ctr Ctr 0.00 U LOOK 2.0x 4.0 Ctr-0.5 0.60 Z LOCK 2.0x 4.0 Ctr-0.5 0.60 AA LOCK 2.0x 4.0 Ctr-0.5 0.60 ........ Bottom Chords ......... BB LOCK 2.0x 4.0 Ctr-0.5 0.60 C -H 0.01 0 T 0.00 0.01 DD LOCK 2.0x 4.0 Ctr-0.5 0.60 H -J 0.00 0 T D LOCK 2.0x 4.0-0.2-0.5 0.60 J -L 0.01 0 T 0.00 0.01 D LOCK 1.0x 3.0 Orr Ctr 0.00 L -52 0.00 0 T C LOCK 3.0x 3.0 Cfr Ctr 0.71 $2-N 0.00 0 T H LOCK 2.0x 4.0 Ctr 0.5 0.60 N -P 0.00 0 T J LOCK 2.0x 4.0 Ctr 0.5 0.60 P -R 0.01 0 T 0.00 0.01 L LOCK 2.0x 4.0 Ctr 0.5 0.60 R -T 0.01 0 T 0.00 0.01 82 LOCK W2.0X 4.0 Ctr Ctr 0.00 Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS ~.nalysis Conforms To: Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. This truss must be installed installed upside-down. Max comp. force 126 Lbs Quality Control Factor 1.25 [ ,cerise # ~)773~- 1 Address PO Box 280055, lampa FI 33682 Date Sealed: 8/15/2006 Job Ma=k Quan T~pe Span P1-H1 Left OH Right OH Engineering J607003F I B4 '12 },1100 70608 10200 0 0 T06081635 U# J#J607003F1 Buildings B & C 1st F/T 1-2-0 RobblnB Englnearing, Inc./Online PlusTM APPROX TRUSS WEIGHT: 35.0 LBS ............. Webs ............. NOTES: Online Plus -- Version 19.0.034 RUN DATE: 15-AUG-06 CSI -Size ..... Lumber .... TC 0.51 3x 2 SPF-#2 BC 0.40 3x 2 SPF-#2 ~ 0.24 3x 2 SPF-STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 6- 8 BC Cont. 0- 0- 0 7- 6- 8 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases C -A 0.03 103 C C -I 0.24 639 C B -I 0.03 52 T G -J 0.03 52 T J -F 0.24 639 C F -D 0.03 103 C TL Defl -0.06" in G -F L/999 LL Defl -0.06" in G -F L/999 Shear // Grain in A -I 0.39 Plates for each ply each face. PLATING CONFOPJ~S TO TPI PLATE VALUES MAy BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP LUMBER USING GROSS APdA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 1.0x 3.0 Ctr Ctr 0.90 A LOCK 1.0x 3.0 Ctr Ctr 0.00 I LOCK 3.0x 3.0-0.2 Ctr 0.90 J LOCK 3.0x 3.0 0.2 Ctr 0.90 D LOCK 1.0x 3.0 Ctr Ctr 0.90 C LOCK 3.0x 6.0 Ctr Ctr 0.60 B LOCK 1.0x 3.0 Ctr Ctr 0.90 G LOCK 1.0x 3.0 Ctr Ctr 0.90 F LOCK 3.0x 3.0-0.2 Ctr 0.90 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx C 341 0 3- 8 1- 8 F 340 0 2- 4 1- 9 Membr CSI P Lbs Axl-CSI-Bnd REVIEWED BY: .......... Top Chords .......... Robbins Engineering, Inc. A -I 0.51 0 T 0.00 0.51 PO Box 280055 I -J 0.40 594 C 0.01 0.39 Tampa, FL 33682 J -D 0.51 0 T 0.00 0.51 ........ Bottom Chords ......... REFER TO ROBBINS ENG. GEREPu%L C -H 0.40 594 T 0.16 0.24 NOTES ~ SY14BOLS SHEET FOR B -G 0.40 594 T 0.16 0.24 ADDITIONA2~ SPECIFICATIONS. G -F 0.40 594 T 0.16 0.24 Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 639 Lbs Quality Control Factor 1.25 [russ Desi ,n En ineer Thomas A Albani License # ~77358~-I Address R O Box 280055, ~am0a FI. 33682 Date Sealed 8/15/2006 J607003FI 9 moo 200soo z0200 0 U~ J#J607003Fi Buildings B & C 1st F/T ...... 1 2-0 Robbins Emgineerlng, Inc./Online PlusTM A~PROX. TRUSS W~IG~T: 123.9 LBS Online Plus -- Version 19.0.034 RUN DATE: 15-AUG-06 CSI -Size ..... Lumber .... TC 0.67 4x 2 SPF-2100 EX S1-C 4x 2 SPF-#2 BC 0.87 4x 2 SPF-2100 WB 0.79 4x 2 SPF-STUD Brace truss as follows: O.C. From TO TC Cont. 0- 0- 0 20- 5- 0 BC Cont. 0- 0- 0 20- 5- 0 Loading TC BC Total Spacing ............. Webs ............. REFER TO ROBBINS ENG. GENEPQtL RHE 20 Ga, Gross Area Plt Size X Y JSI 2.0x 4.0 0.2-0.5 0.60 3.0x 8.0 Ctr Ctr 0.98 2.0x 4.0 Ctr-0.5 0.60 3.0x 3.0-0.2 Ctr 1.00 2.0x 4.0 0.2-0.5 0.60 3.0x 4.0 ctr Ctr 0.82 W3,0x 4.0 Ctr Ctr 0.00 B -A 0.02 91 C B -J 0.61 2294 C J -I 0.79 1608 T I kK 0.06 242 C I -L 0.36 1360 C R -L 0.09 192 T G -N 0,04 159 C G -O 0.32 660 T O -F 0.25 949 C F -P 0.05 199 C F -Q 0.79 1612 T Q -E 0.61 2289 C E -C 0.02 89 C TL Dell -0,79" in G -F L/304 Live Dead (psf) LL Defl -0.55" in G -F L/431 50.0 15.0 Shear // Grain in L -N 0.37 0.0 5.0 50.0 20.0 70.0 Plates for each ply each face. 16.0" PLATING CONFORMS TO TPI Lumber Duration Factor 1.00 PLATE VALUES MAY BE VERIED Plate Duration Factor 1.00 WITH ROBBINS ENGINEERING, INC. TC Fb=l.15 Fc=l.10 Ft=l.10 GRIP BASED ON SPF & SYP LUMBER BC Fb=l.10 Fc=l.10 Ft=l.10 USING GROSS APdA TEST. Plate - LOCK 20 Ga, Gross Area Plus 2 Unbalanced Load Cases Plate - Plus i BC LL Load Case(s) : Jt Type A LOCK Jt React Uplft Size Req'd J LOCK Lbs Lbs In-Ex In-Ex K LOCK B 972 0 2- 4 1- 8 L LOCK E 965 0 3- 8 1- 8 N LOCK O LOCK Membr CSI P Lbs Axl-CSI-Bnd E1 LOCK .......... Top Chords .......... P LOCK 2.0x 4.0 Ctr-0.5 0.60 A -J 0.21 0 T 0.00 0.21 Q LOCK 3.0x 8.0 Ctr Ctr 0.98 J -K 0.31 3615 C 0.10 0.21 C LOCK 2.0x 4.0-0.2-0.5 0.60 K -L 0.61 3615 C 0.04 0.57 C LOCK 1.0x 3,0 Ctr Ctr 0.00 L -N 0.67 4693 C 0.10 0,57 B LOCK 3.0x 4.0 0.8 Ctr 0.97 N -O 0.65 4693 C 0.15 0.50 I LOCK 3.0x 8.0-0.8 Ctr 0.98 O -El 0.35 3613 C 0.07 0.28 S2 RES W3.0x 7.0 Ctr Ctr 0.00 S1-P 0.52 3613 C 0.31 0.21 R LOCK 2.0x 4,0-0.2 0.5 0.60 P -Q 0.55 3613 C 0.22 0.33 G LOCK 3.0x 3.0 0.2 Ctr 0.97 Q -C 0.34 0 T 0.00 0.34 F LOCK 3.0x 8.0 0,8 Ctr 0.98 ........ Bottom Chords ......... E LOCK 3.0x 6.0 Ctr Ctr 0.89 B -I 0.32 2125 T 0.23 0.09 I -82 0.55 4693 T 0.51 0,04 S2-R 0.87 4693 T 0.39 0.48 P~EVIEWED BY: R -G 0.87 4693 T 0,39 0.48 Robbins Engineering, Inc. G -F 0.77 4493 T 0.41 0.36 PO Box 280055 F -E 0,31 2120 T 0,20 0.11 Tampa, FL 33682 NOTES: Trusses Manufactured TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 4693 Lbs Quality Control Factor 1.25 Date Sealed 8/15/2006 Job ~ark Quan Type Span P1-H1 Left OH Right OH J607003FI ....... [z~_6 3 MiOO 130700 10200 O 0 T06081635 U# J#J607003F1 Buildings B & C 1st F/T 1-2-0 RO 1-2-0 3x3 lX3= W:204 W:308 R; 622 R: 622 Scale 0438" G -C 0.61 1277 T 0.45 0.16 ............. Webs ............. Online Plus -- Version 19.0.034 D -A 0.03 90 C RUN DATE: 15-AUG-06 D -I 0.51 1373 C I -H 0.49 719 T CSI -Size ..... Lumber .... E -J 0.08 239 C TC 0.65 3x 2 SPF-#2 H -N 0.15 239 C BC 0.87 3x 2 SPF-#2 M -N 0.05 146 C ~ 0.52 3x 2 SPF-STUD G -K 0.05 161 C G -L 0.49 715 T Brace truss as follows: L -C 0.52 1378 C O.C. From To C -B 0.03 89 C TC Cont. 0- 0- 0 13- 7- 0 BC Cont. 0- 0- 0 13- 7- 0 TL Dell -0.26" in H -M L/615 Loading Live Dead (psf) Shear // Grain in M -G 0.41 TC 50.0 15.0 BC 0.0 5.0 Plates for each ply each face. Total 50.0 20.0 70.0 PLATING CONFORMS TO TPI Spacing 16.0" PLATE VALUES MAY BE VERIED Lumber Duration Factor 1.00 WITH ROBBINS ENGINEERING, INC. Plate Duration Factor 1.00 GRIP BASED ON SPF & SYP LUMBER TC Fb=l.15 FC=I.10 Ft=l.10 USING GROSS AREA TEST. BC Fb=l.10 Fc=l.10 Ft=l.10 Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plus 2 Unbalanced Load Cases Jt Type Plt Size X ~ JSI A LOCK 1.0x 3.0 Ctr Ctr 0.90 Jt React Uplft Size Req'd I LOCK 3.0x 6.0-0.2 Ctr 0.94 Lbs Lbs In-Sx In-Sx J LOCK 1.0x 3.0 Ctr Ctr 0.90 D 623 0 2- 4 1- 8 N LOCK 3.0x 3.0 Ctr Ctr 0.71 C 622 0 3- 8 1- 8 K LOCK 1.0x 3.0 Ctr Ctr 0.90 L LOCK 3.0x 6.0 0.2 Ctr 0.95 Membr CSI P Lbs Axl-CSI-Bnd B LOCK 1.0x 3.0 Ctr Ctr 0.90 .......... Top Chords .......... B LOCK 1.0x 3.0 Ctr Ctr 0.00 A -I 0.45 0 T 0.00 0.45 D LOCK 4.0x 4.0 1.0 0.5 0.96 I -J 0.57 1938 C 0.12 0.45 H LOCK 3.0x 6.0 Cfr Ctr 0.77 J -N 0.65 1938 C 0.19 0.46 M LOCK 1.0x 3.0 Ctr Ctr 0.90 N -K 0.44 1940 C 0.12 0.32 G LOCK 3.0x 3.0 0.5 Ctr 0.90 K -L 0.58 1940 C 0.12 0.46 C LOCK 3.0x 6.0-0.2 Cfr 0.95 L -B 0.52 0 T 0.00 0.52 ........ Bottom Chords ......... D -E 0.59 1272 T 0.45 0.14 P~EVIEWED BY: H -M 0.87 1940 T 0.69 0.18 Robbins Engineering, Inc. M -G 0.87 1940 T 0.69 0.18 PO Box 280055 Tampa, FL 33682 P, EFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 1940 Lbs Quality Control Factor 1.25 Date Sealed 8/15/2006 Job ~ark Quan Type Span P1-H1 Left OH Right OH Ensin¢¢rin~ t J607003Fl , B7 , 1 MiO0 70400 10200 0 0 T06081635 ~J60--7~03F1~ Buildings ~ & C 1st F/T 1-2 0 _I HO 1-2-0 H J L N P BC ] 7-4-0 Scale 0 790" - 1' RObblns Engineering, Inc./Onllne Plu~ A~PROX. TRUSS C -A 0.10 47 C 0.00 0.10 F -D 0.14 47 C 0.00 0.14 Online Plus -- Version 19.0.034 .......... Gable Webs .......... RUN DATE: 15-AUG-06 H -G 0.02 115 C 0.00 0.02 J -I 0.02 116 C 0.00 CSI -Size ..... Lumber .... L -K 0.01 112 C 0.00 TC 0.16 3x 2 SPF-#2 N -M 0.08 130 C 0.00 BC 0.11 3x 2 SPF-#2 P -O 0.10 43 C 0.00 WB 0.14 3x 2 SPF-STUD GW 0.10 3x 2 SPF-STUD TL Defl 0.00" in N -P LL Defl 0.00" in N -P Brace t~uss as follows: Shear // Grain in M -O O.C. From TO TC Cont. 0- 0- 0 7- 4- 0 BC Cont. 0- 0- 0 7- 4- 0 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP LUM~ER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area WEIGST: 30.8 LBS NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: 0.02 ANSI/TPI 95 & 02 0.01 Design checked for LL on BC 0.08 per BOCA (section 1606.2.3), 0.10 IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. L/999 This truss must be installed L/999 as shown. It cannot be 0.21 installed upszde-down. Max comp. force 130 Lbs Quality Control Factor 1.25 Plate - RHS 20 Ga, Gross A~ea Jt Type Plt Size X Y JSI A LOCK 1.0x 3.0 Ctr Cfr 0.90 TC Fb=l.15 FC=i.10 Ft=l.10 A LOCK 1.0x 3.0 Ctr Ctr 0.00 BC ~o=l.10 FC=i.10 Ft=l.10 G LOCK 1.0x 3.0 Ctr Ctr 0.90 I LOCK 1.0x 3.0 Ctr Cfr 0.90 Jt React Uplft Size Req'd K LOCK 1.0x 3.0 Ctr Ctr 0.90 Lbs Lbs In-Sx In-Sx M LOCK 1.0x 3.0 Ctr Ctr 0.90 Cont. Brg 0- 1- 8 to 7- 2- 8 O LOCK 1.0x 3.0 Ctr Ctr 0.90 749 0 Hz = 23 D LOCK 1.0x 3.0 Ctr Ctr 0.90 C LOCK 2.0x 4.0 Ctr 0.5 0.90 Membr CSI P Lbs Ax1-CSI-Bnd H LOCK 1.0x 3.0 Ctr Ctr 0.90 .......... Top Chords .......... J LOCK 1.0x 3.0 Ctr Ctr 0.90 A -G 0.10 8 C 0.00 0.10 L LOCK 1.0x 3.0 Ctr Cfr 0.90 G -I 0.11 11 C 0.00 0.11 N LOCK 1.0x 3.0 Ctr Ctr 0.90 I -K 0.11 14 C 0.00 0.11 P LOCK 1.0x 3.0 Ctr Ctr 0.90 K -M 0.12 16 C 0.00 0.12 F LOCK 1.0x 3.0 Ctr Ctr 0.90 M -O 0.16 25 C 0.00 0.16 O -D 0.06 15 C 0.00 0.06 ........ Bottom Chords ......... P~EVIEWED BY: C -H 0.02 0 T 0.00 0.02 Robbins Engineering, Inc. H -J 0.01 0 T 0.00 0.01 PO Box 280055 J -L 0.01 0 T 0.00 0.01 Tampa, FL 33682 L -N 0.02 0 T 0.00 0.02 N -P 0.07 2 T 0.00 0.07 REFER TO ROBBINS ENG. GENER~L P -F 0.11 7 C 0.00 0.11 NOTES AND SYMBOLS SHEET FOR ............. Webs ............. ADDITIONAL SPECIFICATIONS. Date Sealed 8/15~2006 Job ~zk Quan Type Span P1-H1 Left OH Right OH F,~inecnn~ J607003}:1 B8 1 M100 61000 10200 0 0 T06081635 U# J#J607003F1 Buildings B & C 1st F/T HO 1-2-0 HO 1-2-0 lx31~ lx3~ D Online Plus -- Version 19.0.034 RUN DATE: 15-AUG-06 C~I -Size ..... Lumber .... TC 0.13 3x 2 SPF-~2 BC 0.01 3x 2 SPF-#2 WB 0.12 3x 2 SPF-STUD GW 0.02 3x 2 SPF-STUD I -K 0.00 0 T Robbins Engineering, Inc. K -M 0.00 0 T PO Box 280055 M -C 0.01 0 T 0.00 0.01 Tampa, FL 33682 ............. Webs ............. D -A 0.12 53 C 0.00 0.12 REFER TO ROBBINS ENG. GENERAL C -B 0.08 46 C 0.00 0.08 NOTES AND SYMBOLS SHEET FOR .......... Gable Webs .......... ADDITION2~L SPECIFICATIONS. Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 6-10- 0 BC Cont. 0- 0- 0 6-10- 0 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Erg 0- 0- 0 to 6-10- 0 615 0 Hz = 0 G -F 0.02 124 C I -H 0.00 114 C K -J 0.00 115 C M -L 0.00 116 C 0.00 0.02 LL Dell 0.00" in D -G L/999 Shear // Grain in A -F 0.19 Plates for each ply each face. PITTING CONFORMS TO TPI NOTES: Trusses Manufactured by: TRIANGLE BUILOING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. This truss must be installed as shown. It cannot be · nstalled upside-down. Max comp. force 124 Lbs Quality Control Factor 1.25 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... D A -F 0.13 8 C 0.00 0.13 G H -J 0.10 6 C 0.00 0.10 K ........ Bottom Chords ......... D -G 0.01 0 T 0.00 0.01 G -I 0.00 0 T Plate - RHS 20 Ga, Gross A~ea Jt T~pe Plt Size X Y JSI A LOCK 1.0x 3.0 Ctr Cfr 0.90 F LOCK 1.0x 3.0 Ctr Ctr 0.90 H LOCK 1.0x 3.0 Ctr Ctr 0.90 J LOCK 1.0x 3.0 Ctr Ctr 0.90 L LOCK 1.0x 3.0 Ctr Ctr 0.90 B LOCK 1.0x 3.0 Ctr Ctr 0.90 B LOCK 1.0x 3.0 Ctr Ctr 0.00 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 M LOCK 1.0x 3.0 Ctr Ctr 0.90 C LOCK 2.0x 4.0 Ctr 0.5 0.90 Truss Des/un En /neer: Thomas A Albani License #: ?)773~ ] i J607003F1 B9 uYaia665oo3f'±' ~u~Yaings 1 M100 20108 10400 B ~ C 1st F/T 1-4-0 HO 1 4 0 HO 1-4-0 SCale: 0.887" = 1' Robbin$ Engineering, Inc./Online Plu~ APPROX. TRUSS W~IGHT: 11.3 LBS Online Plus -- Version 19.0,034 RUN DATE: 15-AUG-06 CSI -Size ..... Lu~ber .... TC 0.14 3x 2 SPF-#2 BC 0.02 3x 2 SPF-#2 WB 0.25 3x 2 SPF-STI/D O.C. From To TC Cont. 0- 0- 0 2- 1- 8 BC Cont. 0- 0- 0 2- 1- 8 LL Dell 0.00" in C -F Shear // Grain in A -D L/999 as shown. It cannot be L/999 installed upside-down. 0.22 Max comp. force 75 Lbs Quality Control Factor 1.25 Plates for each ply each face. PLATING CONFOFe4S TO TPI PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross A~ea Jt Type Plt Size X Y JSI A LOCK 1.0x 3.0 Ctr Ctr 0.90 A LOCK 1.0x 3.0 Ctr Ctr 0.00 Loading Live Dead {psf) D LOCK 1.0x 3.0 Ctr Ctr 0.90 TC 50.0 15.0 D LOCK 1.0x 3.0 Ctr Cfr BC 0.0 5.0 C LOCK 2.0x 4.0 Ctr 0.5 0.90 Total 50.0 20.0 70.0 F LOCK 2.0x 4.0 Ctr 0.5 0.90 Spacing 16.0" Lumber Duration Factor 1.00 Plato Duration Factor 1.00 REVIEWED BY: TC Fk~l.15 F~i.10 Ft=l.10 Robbins Engineering, Inc. BC Fk~l.10 F~-i.10 Ft=l.10 PO BOX 280055 Tampa, FL 33682 Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- ]- 8 to 2- 0- 0 164 0 Hz = 0 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 ~mhr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A -D 0.14 14 C 0.00 0.14 ........ Bottom Chords ......... Design checked for LL on BC C -F 0.02 0 T 0.00 0.02 per BOCA (section 1606.2.3), ............. Webs ............. IBC/IRC-2003 ~d FBC 2004 C -A 0.25 75 C 0.00 0.25 (section 1607.1), 20.0 psf. F -D 0.25 75 C 0.00 0.25 This truss must be installed [)ate Sealed: 8/15/2006 JOb M~k Quan Type Span P1-H1 Left OH Right OH I [n~,ncerin~ J607003Fl BI0 7 M100 151000 10200 0 0 ] 1'06081635 U# J#J607003F1 Buildings B & C 1st F/T ! 1-2-0 I. 1-2-0 Scale 0377" - 1' RObbins Engineering, Inc./Online PlU~ ~P~XI TRUSS W~IGHT: 73.3 LBS Online Plus -- Version 19.0.034 RUN DATE: 15-AUG-06 CSI 1Size ..... Lumber TC 0.86 3x 2 SPF-2100 BC 1.00 3x 2 SPF-2100 WB 0.78 3x 2 SPF-STUD Brace truss as follows: O.C. From TO TC Cont. 0- 0- 0 15-10- 0 BC Cont. 0- 0- 0 15-10- 0 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 ............. Webs ............. Tampa, FL 33682 D -A 0.03 92 C D -J 0.61 1635 C J -I 0.69 1005 T I -K 0.10 293 C I -L 0.18 480 C S -L 0.04 127 C G -M 0.06 174 C G -M 0.06 174 C G -N 0.78 1133 T N -C 0.62 1642 C C -B 0.03 97 C TL Defl -0.60" in I -H L/306 LL Defl -0.46" in I -H L/401 Shear // Grain in L -M 0.48 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plato - RHS 20 Ga, Gross Area Plus 2 Unbalanced Load Cases Jt Type Plt Smze X Y JSI A LOCK 1.0x 3.0 Ctr Ctr 0.90 Jt React Uplft Size Req'd A LOCK 1.0x 3.0 Ctr Cfr 0.00 Lbs Lbs In-Sx InlSl J LOCK 3.0X S.0 Ctr Cfr 0.95 D 722 0 3- 8 1- 8 K LOCK 1.0x 3.0 Ctr Ctr 0.90 C 721 0 3- 8 1- 8 L LOCK 3.0x 3.0 Ctr Ctr 0.82 M LOCK 2.0x 4.0 Ctr-0.5 0.90 Membr CSI P Lbs AXllCSI-Bnd N LOCK 3.0x 8.0 Ctr Ctr 0.96 .......... Top Chords .......... B LOCK 1.0x 3.0 Ctr Ctr 0.90 A -J 0.26 0 T 0.00 0.26 B LOCK 1.0x 3.0 Ctr Ctr 0.00 J -K 0.44 2447 C 0.07 0.37 D LOCK 3.0x 8.0 1.0 Ctr 0.84 K -L 0.74 2447 C 0.10 0.64 I LOCK 3.0x 6.0-0.2 Ctr 0.95 L -M 0.86 2557 C 0.06 0.80 H LOCK 1.0x 3.0 Ctr Ctr 0.90 M -N 0.86 2557 C 0.06 0.80 G LOCK 3.0x 6.0 Ctr Ctr 0.88 N -B 0.31 0 T 0.00 0.31 C LOCK 3.0x 8.0-1.0 Ctr 0.84 ........ Bottom Chords ......... D -I 0.35 1515 T 0.21 0.14 I -H 1.00 2557 T 0.31 0.69 P~EVIE~r~D BY: S -G 1.00 2557 T 0.31 0.69 Robbins Engineering, Inc. G -C 0.65 1521 T 0.14 0.51 PO Box 280055 REFER TO ROBBINS ENG. GEN~P~%L NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses ~{anufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design chocked for LL on BC per BOCA (section 1606.2.3) , IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at tr~ss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 2557 Lbs Quality Control Factor 1.25 Address P O Box 280055, Tampa. FI. 33682 D01e Scaled 8/}5/2006 J607003F't BI I I M100 40108 10400 0 0 ]'06081635 U# J#J607003F1 Buildings B & C 1st F/T 140 MO MO 1-4-0 Online Plus -- Version 19.0.034 RLrN DATE: 15-AUG-06 CSI -Size ..... Lumber .... TC 0.26 3x 2 SPF-#2 TL Dell 0.00" in C -G L/999 BC 0.03' 3x 2 SPF-#2 LL Defl 0.00" in G -F L/999 WB 0.23 3x 2 SPF-STUD Shear // Grain in A -H 0.26 GW 0.00 3x 2 SPF-STUD Plates for each ply each face. Brace truss as follows: PLATING CONFORMS TO TPI O.C. From To PLATE VALUES MAY BE VERIED TC Cont. 0- 0- 0 4- 1- 8 WITH ROBBINS ENGINEERING, INC. BC Cont. 0- 0- 0 4- 1- 8 GRIP BASED ON SPF & SYP LUMBER USING GROSS A/~EA TEST. Loading Live Dead (psf) Plate - LOCK 20 Ga, Gross Area TC 50.0 15.0 Plate - RHS 20 Ga, Gross Area BC 0.0 5.0 Jt Type Plt 9ize X Y JSI Total 50.0 20.0 70.0 A LOCK 1.0x 3.0 Ctr Ctr 0.90 Spacing 16.0" A LOCK 1.0x 3.0 Ctr Ctr 0.00 Lumber Duration Factor 1.00 H LOCK 1.0x 3.0 Ctr Cfr 0.90 Plate Duration Factor 1.00 D LOCK 1.0x 3.0 Ctr Ctr 0.90 TC Fb=l.15 FC=I.10 Ft=I.10 D LOCK 1.0x 3.0 Cfr Ctr 0.00 BC Fb=l.10 Fc=l.10 Ft=l.10 C LOCK 2.0x 4.0 Ctr 0.5 0.90 G LOCK 1.0x 3.0 Ctr Ctr 0.90 Plu~ 2 Unbalanced Load Cases F LOCK 2.0x 4.0 Ctr 0.5 0.90 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx REVIEWED BY: Cont. Brg 0- 1- 8 to 4- 0- 0 Robbins EnglneQring, Inc. 350 0 Bz = 0 PO Box 280055 Tampa, FL 33682 Membr CSI P Lbs A~i-CSI-Bnd ............. Webs ............. TRIANGLE BUILDING PRODUCTS C -A 0.23 72 C 0.00 0.23 Analysis Conforms TO: F -D 0.23 72 C 0.00 0.23 ANSI/TPI 95 & 02 .......... Gable Webs .......... Desion checked for LL on BC G -N 0.00 180 C per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 1H0 Lbs Quality Control Factor 1.25 .......... Top Chords .......... REFER TO ROBBINS ENG. GENER/~L A -S 0.26 14 C 0.00 0.26 NOTES AND SYMBOLS SHEET FOR H -D 0.26 14 C 0.00 0.26 ADDITIONAL SPECIFICATIONS. ........ Bottom Chords ......... C -G 0.03 0 T 0.00 0.03 NOTES: G -F 0.03 0 T 0.00 0.03 Trusses Manufactured by: I,icensc i, 077357-1 Dam Scaled 8/15/2006 J607003F1 ] BI2 ! 4 .zoo ~.zooo ~.0200 0 0 J Toe, os 1 (,_~ 5 U# J#~6~6700~Fli~i~di~ i ~C lst-~-/f ...... W:308 W:308 R:O~35 R: 534 --T~C~ __~5lr~ ~. ~r2-4 ~ 7-9 12 ~8-10-12 11-7-0 ---I Scale: 0492": 1' Robbins Engineering, Inc./Online Plus~ APPROX. TRUSS WEIGHT: 56.9 LBS D -A 0.03 91 C Online Plus -- Version 19.0.034 D -I 0.43 1143 C RUN DATE: 15-AUG-06 I -E 0.35 506 T S -J 0.09 264 C CSI -Size ..... Lumber .... H -O 0.31 453 T TC 0.86 3x 2 SPF-#2 N -O 0.06 191 C BC 0.65 3x 2 SPF-2100 M -L 0.14 204 T WB 0.48 3x 2 SPF-STUD L -C 0.48 1283 C C -B 0.03 93 C Brace tru~s as follows: C.C. From TO TC Cont. 0- 0- 0 11-10- 0 BC Cont. 0- 0- 0 11-10- 0 ............. Webs ............. P~EFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. TL Defl -0.25" in H -N L/536 LL Defl -0.19" in H ~N L/722 Shear // Grain in 0 -L 0.47 Loading Live Dead (psf) Plates for each ply each face. TC 50.0 15.0 PLATING CONFORMS TO TPI BC 0.0 5.0 PLATE VALUES ~y BE VERIED Total 50.0 20.0 70.0 WITH ROBBINS ENGINEERING, INC. Spacing 16.0" GRIP BASED ON SPF & SYP LUMBER Lum~er Duration Factor 1.00 USING GROSS AR~A TEST. Plate Duration Factor 1.00 Plate - LOCK 20 Ga, Gross Area TC Fb=l.15 Fc=l.10 Ft=l.10 Plate - NES 20 Ga, Gross Area BC Fb=l.10 Fc=l.10 Ft=l.lO Jt Type Plt Size X Y JSI A LOCK 1.0x 3.0 Ctr Ctr 0.90 Plus 2 Unbalanced Load Cases A LOCK 1.0x 3.0 Ctr Ctr 0.00 I LOCK 3.0x 6.0 Ctr Ctr 0.85 Jt React Uplft Size Req'd J LOCK 1.0x 3.0 Ctr Ctr 0.90 Lbs Lbs In-Sx In-Sx O LOCK 3.0x 3.0 Ctr Ctr 0.81 D 535 0 3- 8 1- 8 L LOCK 3.0x 4.0 1.0 Ctr 0.95 C 535 0 3- 8 1- 8 B LOCK 1.0x 3.0 Ctr Ctr 0.90 B LOCK 1.0x 3.0 Ctr Ctr 0.00 Mem~r CSI P Lbs ~i-CSI-Bnd D LOCK 3.0x 6.0 Ctr Ctr 0.85 .......... Top Chords .......... H LOCK 3.0x 6.0 Ctr Ctr 0.60 A -I 0.43 0 T 0.00 0.43 N LOCK 1.0x 3.0 Ctr Ctr 0.90 I -J 0.57 1528 C 0.06 0.51 M LOCK 1.0x 3.0 Ctr Ctr 0.90 J -O 0.81 1528 C 0.10 0.71 C LOCK 3.0x 6.0 Ctr Cfr 0.95 0 -L 0.86 1192 C 0.04 0.82 L -B 0.82 0 T 0.00 0.82 ........ Bottom Chords ......... REVIEWED BY: D -H 0.27 1059 T 0.15 0.12 Robbins Engineering, Inc. H -N 0.65 1192 T 0.15 0.50 PO Box 280055 N -M 0.65 1192 T 0.15 0.50 Tampa, FL 33682 M -C 0.60 1192 T 0.15 0.45 NOTES: Trusses Manufactured bM: TRIANGLE BUILDING PRODUCTS ~-nalysis Confozms To: Desig~ checked for LL on BC per BOCA (section 1606.2.3}, IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X8 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at This truss must be installed as shown. It cannot be installed upside-down. Max comp, force 1528 Lbs Quality Control Factor 1.25 License # ~773~7 I Dale Sealed 8/15/2006 Job ~k Quan Type Span P1-H1 Left OH Right OB EnEineerin~ J607003F1 B13 ~. 1.4100 50708 10200 0 0 1-06081635 U# J#J607003F1 Buildings B & C 1st F/T Ho 1-2 0 HO 1-2-0 TC H J L ........ __S~a_le 0 ~9": 1' Robb~ns Engineering, Inc /Online PlusTM A~PROX. TRUSS WEIGHT: 24.2 L~S C -H 0.01 0 T 0.00 0.01 S -J 0.00 0 T Online Plus -- Version 19.0.034 J -L 0.01 0 T 0.00 0.01 RUN DATE: 15-AUG-06 L -F 0.01 0 T 0.00 0.01 ............. Webs ............. CSI -Size ..... Lumber .... C -A 0.08 46 C 0.00 0.08 TC 0.13 3x 2 SPF-#2 F -D 0.12 53 C 0.00 0.12 BC 0.01 3x 2 SPF-#2 .......... Gable Webs .......... WB 0.12 3x 2 SPF-STUD H -G 0.00 116 C GW 0.04 3x 2 SPF-STUD J -I 0.04 114 C L -K 0.02 124 C 0.00 0.02 Brace truss as follows: O.C. From TO TL Defl 0.00" in J -L L/999 TC Cont. 0- 0- 0 5- 7- 8 LL Defl 0.00" =n L -F L/999 BC Cont. 0- 0- 0 5- 7- 8 Shear // Grain in K -D 0.19 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 USING GROSS A~EA TEST. Plate Duration Factor 1.00 Plate - LOCK 20 Ga, Gross Area TC Fb=l.15 Fc=i.10 Ft=l.10 Plate - RHS 20 Ga, Gross Area EC Fb=l.10 FC=i.10 Ft=l.10 Jt Type Plt Size X Y JSI A LOCK 1.0x 3.0 Ctr Ctr 0.90 Plus 2 Unbalanced Load Cases A LOCK 1.0x 3.0 Ctr Ctr 0.00 G LOCK 1.0x 3.0 Ctr Ctr 0.90 Jt React Uplft Size Req'd I LOCK 1.0x 3.0 Ctr Ctr 0.90 Lbs Lbs In-Sx In-Sx K LOCK 1.0x 3.0 Ctr Ctr 0.90 Cont. Brg 0- 1- 8 to 5- 6- 0 D LOCK 1.0x 3.0 Ctr Ctr 0.90 490 0 Hz = 0 D LOCK 1.0x 3.0 Ctr Ctr 0.00 C LOCK 2.0x 4.0 Ctr 0.5 0.90 Membr esi P Lbs Axl-CSI-Bnd H LOCK 1.0x 3.0 Ctr Ctr 0.90 .......... Top Chords .......... J LOCK 1.0x 3.0 Ctr Ctr 0.90 A -G 0.10 8 C 0.00 0.10 L LOCK 1.0x 3.0 Ctr Ctr 0.90 G -I 0.10 6 C 0.00 0.10 F LOCK 2.0x 4.0 Ctr 0.5 0.90 I -K 0.11 6 C 0.00 0.11 K -D 0.13 8 C 0.00 0.13 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. ........ Bottom Chords ......... P~EVIEWED BY: Robblns Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENEBAL NOTES AND SY14~OLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IEC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 124 Lbs Quality Control Factor 1.25 Truss Desi-n En ,ineer Thomas A Albani license i~ ~7735g~.1 Address P O Box 280055. lampa. FL 33682 Dale Sea]ed 8/15/2006 J~ I ~k I Quan Type Span P1-H1 Left OH J607003F'l ~ B14 ! 6 MIOO 170400 10200 0 U# J#~607003F~ Buildings mu& C 1st ~/'T ........... Ri gh0t OH Engineering T06083049 1-2 0 HO 1-2-0 HO 1-2-0 Scale 0346"= 1' Robbina Engineering, Inc./Online Plus~ ;tPPROX. TRUSS WEIGHT: 106.9 LBS ............. Webs ............. P~FER TO ROBBINS ENG. GENERAL D Online Plus -- Version 19.0.034 D RUN DATE: 28-AUG-06 K J CSI -Size ..... Lumber .... I TC 1.00 4x 2 SPF-2100 I EX S1-B 4x 2 SPF-#2 BC 0.91 4x 2 SP-2400 EX S2-C 4x 2 SPF-#2 WB 0.62 4x 2 SPF-STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 17- 4- 0 BC Cont. 0- 0- 0 17- 4- 0 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases Jt React Uplft S~ze Req'd Lbs Lbs In-Sx In-Sx D 808 0 3- 8 1- 8 C 791 0 3- 8 1- 8 Membr CSI P Lbs Axl-CSI-Bnd -A 0.03 127 C -K 0.49 1852 C -J 0.62 1267 T -L 0.11 471 C -M 0.03 69 C -N 0.19 740 C H -N 0.05 112 T N -G 0.16 602 C G -O 0.04 191 C G -P 0.56 1143 T P -C 0.49 1818 C C -B 0.02 89 C TL Defl -0.71" in I -B L/284 LL Dell -0.51" in I -H L/396 Shear // Grain in L -M 0.49 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON 8PF & SYP LUM~ER USING GROSS A~EA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X F JSI A# LOCK 3.0x 3.0 1.5-1.5 0.60 K LOCK 3.0x 6.0 0.8 Ctr 0.99 L LOCK 2.0x 4.0-0.2-0.5 0.60 M LOCK 2.0x 4.0 0.2-0.5 0.60 N LOCK 3.0x 6.0 Cfr Ctr 0.71 O LOCK 2.0x 4.0 Ctr-0.5 0.60 81 LOCK W3.0x 4.0 Ctr Ctr 0.00 P LOCK 3.0x 6.0 Ctr Ctr 0.89 .......... Top Chords .......... B# LOCK 3.0x 3.0-1.5-1.5 0.60 A -K 0.26 0 T 0.00 0.26 D LOCK 3.0x 6.0 Ctr Ctr 0.89 K -L 1.00 2759 C 0.04 0.96 J LOCK 4.0x 4.0-0.8 0.5 0.93 L -M 1.00 2759 C 0.04 0.96 I LOCK 3.0x 3.0 Ctr Ctr 0.71 M -N 0.71 2759 C 0.06 0.65 H LOCK 1.0x 3.0 Ctr Ctr 0.90 N -0 0.39 2744 C 0.05 0.34 S2 LOCK W3.0x 6.0 Ctr Ctr 0.00 O -81 0.20 2744 C 0.08 0.12 G LOCK 3.0x 6.0 0.5 Ctr 0.97 Si-P 0.44 2744 C 0.12 0.32 C LOCK 3.0x 6.0 Ctr Cfr 0.99 P -B 0.33 0 T 0.00 0.33 ........ Bottom Chords ......... # = Plate Monitor used D -J 0.60 1716 T 0.11 0.49 J -I 0.85 2759 T 0.21 0.64 REVIEWED BY: I -B 0.91 3303 T 0.27 0.64 Robbins Engineering, Inc. E -82 0.38 3303 T 0.29 0.09 PO Box 280055 S2-G 0.92 3303 T 0.84 0.08 Tampa, FL 33682 G -C 0.55 1684 T 0.43 0.12 NOTES AND SYMBOLS SHEET FOR ADDITIONA~ SPECIFICATIONS. NOTES: A~SI/TPI 95 & 02 per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Max gap between edge of brg and end vertical is 1/2". strongbacks {on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at t~ss member(s). This truss must be installed installed upside-down. This design may have plates selected through a plate monitor. Quality Control Factor 1.25 Irtk~ Desi ,n En 6neet Thomas A Albam Liccn~ # ~773~7-1 Addr¢~ PO Box 280088, Tampa, Fl 33692 Date Sealed 8/28/2006 Job Mark Quan Type Span P1-H1 Left OH Right OH En~incerm~ J607003F] B15 z moo 607o8 1o200 o o ....... 'F06()8 ll~% q -U~ ~#J60~00aFS'Buil~i-ngs B &~ Yst-'F/T .... --- 1-2-0 d I K N Scale 0 883" Online Plus -- version 19.0.034 RUN DATE: 15-AUG-06 CSI -Size ..... Lumber TC 0.11 3x 2 SPF-#2 BC 0.01 3x 2 SPF-#2 WB 0.08 3x 2 SPF-STUD G~W 0.02 3x 2 SPF-STUD Brace truss as follows: C.C. From To TC Cont. 0- 0- 0 6- 7- 8 BC Cont. 0- 0- 0 6- 7- 8 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases Rohbins Engineering, Inc./Online Plus~ APPROX. TRUSS W~IGHT: 28.3 LBS ............. Webs ............. NOTES: C -A 0.08 46 C 0.00 0.08 Trusses Manufactured by: P -D 0.06 38 C 0.00 0.06 TRIANGLE BUILDING PRODUCTS .......... Gable Webs .......... Analysis Conforms To: B -G 0.00 116 C ANSI/TPI 95 & 02 J -I 0.00 115 C L -K 0.00 116 C M -N 0.02 108 C 0.00 Shear // Grain in A -G Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES May BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP EASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Design checked for LL on BC per BOCA (section 1606.2.3), 0.02 IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. L/999 This truss must be installed L/999 as shown. It cannot be 0.17 installed upside-down. Max comp. force 116 Lbs Quality Control Factor 1.25 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 1- 8 to 6- 6- 0 584 0 Hz = 0 Membr CSI P Lbs Axl-CSI-Bnd Plate - RRS 20 Ga, Gross Area Jt Type Plt Size x Y JSI A LOCK 1.0x 3.0 Ctr Ctr 0.90 A LOCK 1.0x 3.0 Ctr Ctr 0.00 G LOCK 1.0x 3.0 Ctr Ctr 0.90 I LOCK 1.0x 3.0 Ctr Ctr 0.90 K LOCK 1.0x 3.0 Ctr Ctr 0.90 N LOCK 1.0x 3.0 Cfr Ctr 0.90 D LOCK 1.0x 3.0 Ctr Ctr 0.90 D LOCK 1.0x 3.0 Ctr Ctr 0.00 C LOCK 2.0x 4.0 Ctr 0.5 0.90 E LOCK l~0x 3.0 Ctr Ctr 0.90 J LOCK 1.0x 3.0 Ctr Ctr 0.90 L LOCK 1.0x 3.0 Ctr Cfr 0.90 LOCK 1.0x 3.0 Ctr Cfr 0.90 LOCK 2.0x 4.0 Cfr 0.5 0.90 .......... Top Chords .......... M A -G 0.10 6 C 0.00 0.10 F G -I 0.10 6 C 0.00 0.10 I -K 0.11 6 C 0.00 0.11 K -N 0.11 6 C 0.00 0.11 ~EVIEWED BY: N -D 0.08 4 C 0.00 0.08 Robbins Engineering, Inc. ........ Bottom Chords ......... PO Box 280055 C -B 0.01 0 T 0.00 0.01 Tampa, FL 33682 E -J 0.00 0 T J -L 0.00 0 T REFER TO ROBBINS ENG. GENERAL L -M 0.00 0 T NOTES AND SYMBOLS SHEET FOR M -F 0.00 0 T ADDITIONAL SPECIFICATIONS. Date Sealed 8/15/2006 JOb b~k I Quan Type Span P1-H1 Left OH Right OH Engineering J607003FI BI6 3 MI00 101000 10200 0 0 T06083049 U# J#J607003F1 Buildi~ B & C 1st F/T 1-2-0 W:308 R: 516 6-7-12 7-11-8 10-9-0 6-9-4 [ I 10-10-0 R~bins Engineering, Inc./Online PlusTM APPROX. TRUSS RIGHT: 50,0 ~$ G -C 0.57 1022 T 0.24 0.33 ............. W~s ............. Online Plus -- Version 19.0.034 D -A 0.03 93 C RLrN DATE: 28-AUG-06 D -I 0.41 1090 C I -E 0.32 463 T CSI -Size ..... Lumber .... 5 -L 0.06 172 C TC 0.70 3x 2 SPF-#2 G -J 0.07 219 C BC 0.70 3x 2 SPF-#2 G -K 0.33 482 T ~ 0.41 3x 2 SPF-STUD K -C 0.41 1103 C C -B 0.03 95 C Brace truss as follows: O.C. From TO TC Cont. 0- 0- 0 10-10- 0 BC Cont. 0- 0- 0 10-10- 0 W: 308 R: 518 Scale 0532" = 1' TL Defl -0.17" in D -E L/726 LL Defl -0.11" in D -S L/999 Shear // Grain in L -J 0.42 Loading Live Dead (psf) Plates for each ply each face. TC 50.0 15.0 PLATING CONFORMS TO TPI BC 0.0 5.0 PLATE V~LUES ~L~y BE VERIED Total 50.0 20.0 70.0 ~V/TE ROBEINS ENGINEERING, INC. Spacing 16.0" GRIP BASED ON SPF & SYP LL94BER Lumber Duration Factor 1.00 USING GROSS ;~EA TEST. Plate Duration Factor 1.00 Plate - LOCK 20 Ga, Gross Area TC Fb=l.15 Fc=l.10 Ft--l.lO Plate - P~HS 20 Ga, Gross Aucea BC Fb=l.10 FC=I.10 Ft=l.10 Jt T!rpe Plt Size X Y JSI C 3x6= REFER TO ROBBINS ENG. GENEBAL NOTES ~ SY14BOLS SHEET FOR ADDITION2tL SPECIFICATIONS. NOTES: Trusses M~anufactured by: TRI~NGLE BUILDING PRODUCTS · ~nalysis Conforms TO: ;tNSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and ~BC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. ~ax comp. force 1309 I2os Quality Control Factor 1.25 A LOCK 1.0x 3.0 Ctr Ctr 0.90 Plus 2 Unbalanced Load Cases A LOCK 1.0x 3.0 Ctr Ctr 0.00 Plus 1 BC LL Load Case(s) : I LOCK 3.0x 4.0-0.5 Ctr 0.98 L LOCK 1.0x 3.0 Ctr Ctr 0.90 Jt React Oplft Size Req'd J LOCK 1.0x 3.0 Ctr Ctr 0.90 Lbs Lbs In-Sx In-Sx K LOCK 3.0x 4.0 0.5 Ctr 0.99 D 517 0 3- 8 1- 8 B LOCK 1.0x 3.0 Ctr Ctr 0.90 C 519 0 3- 8 1- 8 B LOCK 1.0x 3.0 Cfr Ctr 0.00 D LOCK 3.0x 6.0 Ctr Ctr 0.81 Membr CSI P Lbs Axl-CSI-Bnd H LOCK 3.0x 3.0 Ctr Ctr 0.74 .......... Top Chords .......... G LOCK 3.0x 3.0 Ctr Ctr 0.75 A -I 0.45 0 T 0.00 0.45 C LOCK 3.0x 6.0 Ctr Ctr 0.82 I -L 0.48 1309 C 0.03 0.45 L -J 0.70 1309 C 0.03 0.67 J -K 0.70 1309 C 0.03 0.67 K -B 0.44 0 T 0.00 0.44 ........ Bottom Chords ......... D -S 0.52 1010 T 0.31 0.21 H -G 0.70 1309 T 0.37 0.33 .cense #: 0773~7-1 Address: P O. Box 280055, Tampa, [1 33682 Date Sealed: 8/28/2006 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering J607003F1 BI7 2 M100 100412 10200 0 0 T06083049 U# J#J607003F1 Buildings B & C 1st F/T 1-2-0 W:308 3x3= 3x3= 2-7-8 i 4-3-12 4-5-4 W:204 R: 504 Scale 0560" = 1' Online Plus -- Version 19,0.034 RUN DATE: 28-AUG-06 CSI -Size ..... Lumber .... TC 0,80 3x 2 SPF-#2 BC 0,71 3x 2 SPF-#2 W~ 0.40 3x 2 SPF-STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 10- 4-12 BC Cont. 0- 0- 0 i0- 4-12 O -C 0.59 997 T 0.24 0.35 NOTES AND SY~4BOLS SHEET FOR ............. Webs ............. ADDITIONAL SPECIFICATIONS. Loading Live Dead (psi) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases Plus 1 BC LL Load Case(s) Jt React Uplft Size Req'd p Lbs Lbs In-Sx In-Sx L D 501 0 3- 8 1- 8 B C 505 0 2- 4 1- 8 D E Membr CSI P Lbs Axl-CSI-Bnd O .......... Top Chords .......... C A -I 0.46 0 T 0.00 0.46 I -N 0.49 1230 C 0.03 0.46 N -P 0.80 1230 C 0.03 0.77 P -L 0.80 1230 C 0.03 0.77 L -B 0.44 0 T 0.00 0.44 ........ Bottom Chords ......... D -H 0.52 971 T 0.30 0.22 S -O 0.71 1230 T 0.36 0.35 D -A 0.03 92 C D -I 0.39 1048 C I -H 0.29 420 T S -N 0.05 154 C O -P 0.08 253 C O -L 0.32 466 T L -C 0.40 1075 C C -B 0.03 95 C TL Dell -0.18" in D -S L/678 LL Dell -0.12" in D -S L/999 Shear // Grain in N -P 0.44 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES MAy BE V~RIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross A~ea Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 1.0x 3.0 Ctr Ctr 0,90 A LOCK 1.0x 3.0 Ctr Ctr 0.00 : I LOCK 3.0x 4.0-0.5 Ctr 0.94 N LOCK 1.0x 3.0 Ctr Cfr 0.90 LOCK 1.0x 3.0 Cfr Ctr 0.90 LOCK 3.0x 4.0 0,5 Ctr 0.97 LOCK 1,0x 3.0 Ctr Ctr 0.90 LOCK 3.0x 6.0 Ctr Ctr 0.78 LOCK 3.0x 3,0 Ctr Ctr 0.67 LOCK 3.0x 3.0 Ctr Ctr 0.73 LOCK 3.0x 4,0-0.5 Ctr 0.97 REVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design chocked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psi. This truss must be installed as shown. It cannot be installed upside-down. ~ax comp. force 1230 Lbs Quality Control Factor 1.25 Address I O Box 280055, Tampa, FL 33682 Dale Sealed: 8/28~006 Job M~k I Quan Type Span P1-H1 Left OH Right OH En~mcerm~ .1607003F1 J ]~18 t Z3 M100 120212 Z0200 0 0 'ro6//831149 ~J~07663'F1 ~uiidi~s B '~ ~-lst ~/~ ...... HO 1-2-0 lx3-- BO 1-2-0 A I J K L B W:308 W:204 R: 591 R: 585 Scale: 0484" = 1' RObbins Engineering, Inc./Onlin~ Plus~ ~PROX. TRUSS WEIGHT: 55.0 LBS D -A 0.03 98 C Online Plus -- Version 19.0.034 D -I 0.49 1298 C RU~ DATE: 28-AUG-06 I -S 0.48 694 T H -J 0.09 258 C CSI -Size ..... Lumber .... G -K 0~05 162 C TC 0.65 3x 2 SPF-2100 G -L 0.44 649 T BC 0.56 3x 2 SPF-2100 L -C 0.48 1280 C WB 0.49 3x 2 SPF-STUD C -H 0.02 82 C Brace truss as follows: C.C. From To TC Cont. 0- 0- 0 12- 2-12 BC Cont. 0- 0- 0 12- 2-12 TL Dell -0.32" in G -C L/436 LL Defl -0.21" in G -C L/682 Shear // Grain in J -K 0.41 Plates for each ply each face. PLATING CONFORMS TO TPI Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plate - RHS 20 Ga, Gross Area TC Fb=1.15 Fc=l.10 Pt=l.lO Jt Type Plt Size X Y JSI BC Fb=l.10 Fc=l.10 Et=l.10 A LOCK 1.0x 3.0 Ctr Ctr 0.90 A LOCK 1.0x 3.0 Ctr Ctr 0.00 Plus 2 Unbalanced Load Cases I LOCK 3.0x 6.0 Ctr Ctr 0.96 Plus 1 EC LL Load CaBs(s) : J LOCK 1.0x 3.0 Ctr Ctr 0.90 K LOCK 1.0x 3.0 Ctr Ctr 0.90 Jt React Uplft Size Beq'd L LOCK 3.0x 6.0 Ctr Ctr 0.95 Lbs Lbs In-Sx In-Sx S LOCK 1.0x 3.0 Ctr Ctr 0.90 D 592 0 3- 8 1- 8 D LOCK 3.0x 6.0 Ctr Ctr 0.96 C 586 0 2- 4 1- 8 H LOCK 3.0x 3.0-0.2 Ctr 0.93 G LOCK 3.0x 3.0 0.2 Ctr 0.98 Membr CSI P Lbs Axl-CSI-Bnd C LOCK 3.0x 4.0-1.0 Ctr 0.95 .......... Top Chords .......... A -I 0.29 0 T 0.00 0.29 I ~J 0.65 1712 C 0.03 0.62 REVIEWED BY; J -K 0.65 1712 C 0.03 0.62 Bobbins Engineering, Inc. K -L 0.49 1712 C 0.04 0.45 PO Box 280055 L -B 0.43 0 T 0.00 0.43 Tampa, FL 33682 ........ Bottom Chords ......... D -S 0.47 1203 T 0.12 0.35 REFER TO ROBBINS ENG. GENERAL H -G 0.56 1712 T 0.21 0.35 NOTES AND SIMBOLS SHEET FOR G -C 0.39 1186 T 0.16 0.23 ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Pt. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 1712 Lbs Quality Control Factor 1.25 Dale Sealed: 8/28/2006 J~ ~k Quan Type J607003F1 BI9 i moo U# J#J6~d3F1 Buildings B & C 1st F/T Span P1-H1 Left OH Right OH Enpneermg 11108 10400 0 0 706081635 1-4-0 Online Plus -- Version 19.0.034 RUN DATE: 15-AUG-06 Scale:0887 =~' as shown. It cannot be installed upside-down. Max comp. force 68 Lbs Quality Control Factor 1.25 CSI -Size ..... LLunber .... TC 0.12 3x 2 SPF-#2 BC 0.02 3x 2 SPF-#2 WB 0.19 3x 2 SPF-STUD O.C. From To TC Cont. 0- 0- 0 1-11- 8 BC Cont. 0- 0- 0 1-11- 8 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx 148 0 HZ = 0 TL Dell 0.00" in C -F L/999 LL Defl 0.00" in C -F L/999 Shear // Grain in A -D 0.20 Plates for each ply each face. PLATING CONFOUndS TO TPI PLATE VALUES ~Y BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP LU~ER USING GROSS A~EA TEST. Plate - LOCK 20 Ga, Gross Area Plate - FJ~S 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 1.0x 3.0 Ctr Ctr 0.90 A LOCK 1.0x 3.0 Ctr Ctr 0.00 D LOCK 1.0x 3.0 Ctr Ctr 0.90 D LOCK 1.0x 3.0 Ctr Ctr 0.00 C LOCK 2.0x 4.0 Ctr 0.5 0.90 F LOCK 2.0x 4.0 Ctr 0.5 0.90 REVIEWED BY: Robblns Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES AND SYI~BOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured bM: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Desig~ checked for LL on BC per BOCA (section 1606.2.3), IBC/IBC-2003 and FEC 2004 (section 1607.1), 20.0 psf. This truss must be installed Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A -D 0.12 11 C 0.00 0.12 ........ Bottom Chords ......... C -F 0.02 0 T 0.00 0.02 C -A 0.19 68 C 0.00 0.19 F -D 0.19 68 C 0.00 0.19 Date Sealed 8/I 5/2006 Job ] ~rk i Quan Type · 60700aI~ l B20 I moo U# J#J607003F1 Buildings g & C 1st F/T Span P1-H1 Left OH Right OH En~ne¢[ir~g 120212 10200 0 0 /06081635 Robbins Engin~erlng, Inc./Online Plu~ A~PROX. TRUSS WEIGHT: 48.5 LBS T -V 0.01 0 T 0.00 0.01 REVIEWED BY: V -F 0.01 0 T 0.00 0.01 Robbins Engineering, Inc. Online Plus -- Version 19.0.034 ............. Webs ............. PO Box 280055 RUN DATE: 15-AUG-06 C -A 0.08 46 C 0.00 0.08 Tampa, FL 33682 F -D 0.13 56 C 0.00 0.13 CHI -Size ..... Lumber .............. Gable Webs .......... P~EFER TO ROBBINS ENG. GENERAL TC 0.13 3x 2 SPF-#2 H -G 0.00 116 C BC 0.01 3x 2 SPF-#2 J -I 0.00 115 C WB 0.13 3x 2 SPF-STUD L -K 0.00 115 C GW 0.03 3x 2 SPF-STUD N -M 0.00 115 C P -O 0.00 115 C Brace truss as follows: R -Q 0.00 115 C O.C. From To T -S 0.00 113 C TC Cont. 0- 0- 0 12- 2-12 V -U 0.03 127 C 0.00 0.03 BC Cont. 0- 0- 0 12- 2-12 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TL Defl 0.00" in T -V L/999 LL Dell 0.00" in V -F L/999 Shear // Grain in U -D 0.20 Plates for each ply each face. PLATING CONFOP~4S TO TPI PLATE VALUES MAY BE VERIED WITH ROEBINS ENGINEERING, INC. GRIP BASED ON SPF & STP LUM~ER USING GROSS APdA TEST. Plate - LOCK 20 Ga, Gross Area Jt React Uplft Size Req'd Plate - RHS 20 Ga, Gross ~-rea Lbs Lbs In-Sx In-Sx Jt Type Plt Size X Y JSI Cont. Erg 0- 1- 8 to 12- 1- 4 A LOCK 1.0x 3.0 Ctr Ctr 0.90 1118 0 Hz = 0 A LOCK 1.0x 3.0 Ctr Ctr 0.00 G LOCK 1.0x 3.0 Ctr Ctr 0.90 Membr CHI P Lbs Axl-CSI-Bnd I LOCK 1.0x 3.0 Ctr Cfr 0.90 .......... Top Chords .......... K LOCK 1.0x 3.0 Ctr Ctr 0.90 A -G 0.10 6 C 0.00 0.10 M LOCK 1.0x 3.0 Ctr Ctr 0.90 G -I 0.10 6 C 0.00 0.10 O LOCK 1.0x 3.0 Ctr Cfr 0.90 I -K 0.10 6 C 0.00 0.10 Q LOCK 1.0x 3.0 Cfr Cfr 0.90 K -M 0.10 6 C 0.00 0.10 S LOCK 1.0x 3.0 Ctr Ctr 0.90 M -0 0.10 6 C 0.00 0.10 U LOCK 1.0x 3.0 Ctr Ctr 0.90 O -Q 0.10 6 C 0.00 0.10 D LOCK 1.0x 3.0 Ctr Ctr 0.90 Q -S 0.10 7 C 0.00 0.10 C LOCK 2.0x 4.0 Ctr 0.5 0.90 S -U 0.12 7 C 0.00 0.12 H LOCK 1.0x 3.0 Ctr Ctr 0.90 U -D 0.13 9 C 0.00 0.13 J LOCK 1.0x 3.0 Cfr Ctr 0.90 ........ Bottom Chords ......... L LOCK 1.0x 3.0 Ctr Ctr 0.90 C -H 0.01 0 T 0.00 0.01 N LOCK 1.0x 3.0 Cfr Ctr 0.90 H -J 0.00 0 T P LOCK 1.0x 3.0 Ctr Ctr 0.90 J -L 0.00 0 T R LOCK 1.0x 3.0 Ctr Ctr 0.90 L -N 0.00 0 T T LOCK 1.0x 3.0 Cfr Ctr 0.90 N -P 0.00 0 T V LOCK 1.0x 3.0 Cfr Ctr 0.90 P -R 0.00 0 T F LOCK 1.0x 3.0 Cfr Ctr 0.90 R -T 0.00 0 T NOTES AND SIq~BOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 127 Lbs Quality Control Factor 1.25 Address PO Box 280055, Tampa, FI.33682 [late Sealed 8/15/2006 J607003F1 ~ B21 ~ U# J#J60~03F1 Buildings B Quan Type Span P1-H1 Left OH Right OH Engineering 15 M100 100708 10200 0 0 T06 8163S & C 1st F/T w:204 R: 516 W:204 R: 530 2 7-8 5-2-4 7-10-8 10-7-8 -- 10-7-8 ALL pLATES AR~ LOCT~0 Scale: 0 55T' - 1' D -A 0.02 80 C TRIANGLE BUILDING PRODUCTS D -G 0.41 1087 C Online Plus -- Version 19.0.034 G -F 0.29 422 T RUN DATE: 15-AUG-06 F -E 0.03 104 C E -I 0.05 86 T CSI -Size ..... Lumber .... E -I 0.05 86 T TC 0.80 3x 2 SPF-2100 I -C 0.51 1361 C BC 0.79 3x 2 EPF-2100 C -B 0.03 85 C Brace truss as follows: O.C. From TO TC Cont. 0- 0- 0 i0- 7- 8 BC Cont. 0- 0- 0 10- 7- 8 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Ur~oalanced Load Cases Plus 1 BC LL Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Ex In-Ex D 516 0 2- 4 1- 8 C 531 0 2- 4 1- 8 TL Defl -0.43" in D -F L/289 Shear // Grain in H -I 0.47 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SFF & SYP LUM~ER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RES 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 1.0x 3.0 Ctr Ctr 0.90 G LOCK 3.0x 4.0-0.5 Ctr 0.98 S LOCK 1.0x 3.0 Ctr Ctr 0.90 I LOCK 3.0x 6.0 0.2 Ctr 0.94 B LOCK 1.0x 3.0 Ctr Ctr 0.90 D LOCK 3.0x 4.0 0.5 Ctr 0.98 F LOCK 3.0x 3.0 Cfr Ctr 0.75 E LOCK 2.0x 4.0 Ctr 0.5 0.90 C LOCK 4.0x 4.0-1.0 0.5 0.95 Membr CSI P Lbs Axl-CSI-Bnd F~EVIEWED BY: .......... Top Chords .......... Robbins Engineering, Inc. A -G 0.43 0 T 0.00 0.43 PO Box 280055 G -E 0.53 1269 C 0.02 0.51 Tampa, FL 33682 H -I 0.80 1269 C 0.02 0.78 I -B 0.78 0 T 0.00 0.78 P~EFER TO ROBBINS ENG. GENERAL ......... Bottom Chords ......... NOTES AND SYMBOLS SHEET FOR D -F 0.48 1007 T 0.14 0.34 ADDITIONAL SPECIFICATIONS. F -E 0.79 1269 T 0.17 0.62 E -C 0.79 1269 T 0.17 0.62 NOTES: ............. Webs ............. Trusses Manufactured by: Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 1361 Lbs Quality Control Factor 1.25 Date Sealed 8/15/2006 ~ Quan Type Span Fl-B1 Left OH Right OH F~ngincering J607003FI B22 1 MiO0 100708 10200 0 0 T06081635 ! O~ J#~%~063F1 Buildings B & C 1st F/T BO 1.-2-0 EO 1,-2-0 F H J L N p R Online Plus -- Version 19.0.034 RUN DATE: 15-AUG-06 ............. Webs ............. D -A 0.09 47 C 0.00 0.09 C -B 0.09 47 C 0.00 0.09 .......... Gable Webs .......... CSI -Size ..... Lumber .... S -G 0.00 115 C TC 0.11 3x 2 SPF-#2 J -I 0.00 115 C BC 0.01 3x 2 SPF-#2 L -K 0.04 115 C WB 0.09 3x 2 SPF-STUD N -M 0.00 115 C GW 0.04 3x 2 SPF-STUD P -O 0.00 115 C R -Q 0.04 118 C 0.04 Brace tr~ss as follows: O.C. From TO TC Cont. 0- 0- 0 i0- 7- 8 BC Cont. 0- 0- 0 10- 7- 8 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" 0.00 L/999 L/999 0.17 TL Dell 0.00" in F -H LL Defl 0.00" in R -C Shear // Grain in A -E Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & STP LUM~ER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross A~ea Plate - RHS 20 Ga, Gross Area Lumber Duration Factor 1.00 Plate Duration Factor 1.00 BC Fb=l.10 Fc=l.10 Ft=l.10 Jt Type Plt Size X T JSI A LOCK 1.0x 3.0 Ctr Ctr 0~90 Jt React Uplft Size Req'd E LOCK 1.0x 3.0 Ctr Ctr 0.90 Lbs Lbs In-Sx In-Sx G LOCK 1.0x 3.0 Ctr Ctr 0.90 Cont. Brg 0- 0- 0 to 10- 7- 8 i LOCK 1.0x 3.0 Ctr Ctr 0.90 980 0 Hz = 0 K LOCK 1.0x 3.0 Ctr Ctr 0.90 M LOCK 1.0x 3.0 Cfr Ctr 0.90 Membr CSI P Lb~ Axl-CSI-Bnd O LOCK 1.0x 3.0 Ctr Ctr 0.90 .......... Top Chords .......... Q LOCK 1.0x 3.0 Ctr Cfr 0.90 A -E 0.11 6 C 0.00 0.11 B LOCK 1.0x 3.0 Ctr Ctr 0.90 E -G 0.11 6 C 0.00 0.11 D LOCK 1.0x 3.0 Ctr Ctr 0.90 G -I 0.10 6 C 0.00 0.10 F LOCK 1.0x 3.0 Ctr Ctr 0.90 I -K 0.10 6 C 0.00 0.10 E LOCK 1.0x 3.0 Ctr Ctr 0.90 K -M 0.10 6 C 0.00 0.10 J LOCK 1.0x 3.0 Ctr Ctr 0.90 M -O 0.10 6 C 0.00 0.10 L LOCK 1.0x 3.0 Ctr Ctr 0.90 O -Q 0.11 6 C 0.00 0.11 N LOCK 1.0x 3.0 Ctr Ctr 0.90 Q -B 0.11 6 C 0.00 0.11 P LOCK 1.0x 3.0 Cfr Ctr 0.90 ........ Bottom Chords ......... R LOCK 1.0x 3.0 Ctr Ctr 0.90 D -F 0.01 0 T 0.00 0.01 C LOCK 1.0x 3.0 Ctr Ctr 0.90 F -H 0.00 0 T H -J 0.00 0 T J -L 0.00 0 T REVIEWED BY: L -N 0.00 0 T Robbins Engineering, Inc. N -P 0.00 0 T PO Box 280055 P -E 0.00 0 T Tampa, FL 33682 R -C 0.01 0 T 0.00 0.01 P~EFER TO ROBBINS ENG. GENERAL NOTES AND S194BOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 118 Lbs Quality Control Factor 1.25 Date Sealed: 8/15~2006 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering J607003F1 823 ~ M100 140300 10200 0 0 T06081638 U# J#J6070~F1 Buildings B & C 1st F/T' ~ 1 2-0 HO 1-2-0 lx3 A G · K M O Q S U X Z D Robb,ns Engineering, Inc./Online Plus~ A~PROX. TRUSS WEIGHT: 57.7 LBS Online Plus -- Version 19.0.034 V -W 0.02 0 T 0.00 0.02 RUN DATE: 15-AUG-06 W -Y 0.08 3 T 0.00 0.08 Y -F 0.12 6 C 0.00 0.12 CSI -Size ..... Ltu=be r ................. Webs ............. TC 0.17 3x 2 SPF-#2 C -A 0.09 46 C 0.00 0.09 BC 0.12 3x 2 SPF-#2 F -D 0.18 54 C 0.00 0.18 WB 0.18 3x 2 SPF-STUD .......... Gable Webs .......... GW 0.10 3x 2 SPF-STUD H -G 0.01 116 C 0.00 0.01 J -I 0.01 115 C 0.00 0.01 Brace truss as follows: L -K 0.01 115 C 0.00 0.01 O.C. From To N -M 0.01 115 C 0.00 0.01 TC Cont. 0- 0- 0 14- 3- 0 P -O 0.01 115 C 0.00 0.01 BC Cont. 0- 0- 0 14- 3- 0 R -Q 0.01 115 C 0.00 0.01 T -S 0.01 116 C 0.00 0.01 Loading Live Dead (psf) V -U 0.00 112 C TC 50.0 15.0 W -X 0.09 133 C 0.00 0.09 BC 0.0 5.0 Y -Z 0.10 44 C 0.00 0.10 Total 50.0 20.0 70.0 Spacing 16.0" TL Dell 0.00" in W -Y L/999 Lumber Duration Factor 1.00 LL Defl 0.00" in W -T L/999 Plate Duration Factor 1.00 Shear // Grain in X -Z 0.21 BC Fb=l.10 FC=I.10 Ft=l.10 Plates for each ply each face. PLATING CONFORMS TO TPI Plus 2 Unbalanced Load Cases PLATE VALUES MAY BE VERIED WITE ROBBINS ENGINEERING, INC. Jt React Uplft Size Req'd G~IP BASED ON SPF & STP LUM~ER Lbs Lbs In-Sx In-Sx USING GROSS ~ TEST. Cont. Brg 0- 1- 8 to 14- 1- S Plate - LOCK 20 Ga, Gross ~rea 1390 0 Hz = 27 Plate - RES 20 Ga, Gross Area Jt Ty~e Plt Size X Y JSI M~mbr CSI P Lbs Axl-CSI-Bnd A LOCK 1.0x 3.0 Ctr Ctr 0.90 .......... Top Chords .......... A LOCK 1.0x 3.0 Cfr Ctr 0.00 A -G 0.10 7 C 0.00 0.10 G LOCK 1.0x 3.0 Ctr Cfr 0.90 G -I 0.11 8 C 0.00 0.11 I LOCK 1.0x 3.0 Ctr Ctr 0.90 I -K 0.11 10 C 0.00 0.11 K LOCK 1.0x 3.0 Ctr Ctr 0.90 K -M 0.11 11 C 0.00 0.11 M LOCK 1.0x 3.0 Ctr Ctr 0.90 M -O 0.11 13 C 0.00 0.11 0 LOCK 1.0x 3.0 Ctr Ctr 0.90 O -Q 0.11 14 C 0.00 0.11 Q LOCK 1.0x 3.0 Ctr Ctr 0.90 Q -8 0.11 16 0 0.00 0.11 S LOCK 1.0x 3.0 Ctr Ctr 0.90 S -U 0.11 18 C 0.00 0.11 U LOCK 1.0x 3.0 Cfr Cfr 0.90 U -X 0.12 19 C 0.00 0.12 X LOCK 1.0x 3.0 Cfr Ctr 0.90 X -Z 0.17 30 C 0.00 0.17 Z LOCK 1.0x 3.0 Ctr Ctr 0.90 Z -D 0.09 19 C 0.00 0.08 D LOCK 1.0x 3.0 Ctr Ctr 0.90 ........ Bottom Chords ......... D LOCK 1.0x 3.0 Ctr Ctr 0.00 C -H 0.01 0 T 0.00 0.01 C LOCK 2.0x 4.0 Ctr 0.5 0.90 H -J 0.01 0 T 0.00 0.01 S LOCK 1.0x 3.0 Ctr Ctr 0.90 J -L 0.01 0 T 0.00 0.01 J LOCK 1.0x 3.0 Ctr Cfr 0.90 L -N 0.01 0 T 0.00 0.01 L LOCK 1.0x 3.0 Cfr Ctr 0.90 N -P 0.01 0 T 0.00 0.01 N LOCK 1.0x 3.0 Ctr Ctr 0.90 P -R 0.01 0 T 0.00 0.01 P LOCK 1.0x 3.0 Ctr Ctr 0.90 R LOCK 1.0x 3.0 Ctr Ctr 0.90 T LOCK 1.0x 3.0 Ctr Ctr 0.90 V LOCK 1. OX 3.0 Ctr Ctr 0.90 W LOCK 1.0x 3.0 Ctr Ctr 0.90 Y LOCK 1.0x 3.0 Ctr Cfr 0.90 F LOCK 2.0x 4.0 Ctr 0.5 0.90 REVIEWED BT: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SBEET FOR ADDITIONAL SPECIFICATIONS. NOTES: T=usses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA {section 1606.2.3), IBC/IRC-2003 and FBC 2004 {section 1607.1), 20.0 psf. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 133 Lbs Quality Control Factor 1.25 License ~ ~773~7-1 JOb i ~k Quan T~rpe Span P1-H1 Left OH Right OH Engmc~rin~ J607003F1 i B24 i MiO0 100912 10200 0 0 T06081635 U# J#J60V003F1 Buildings B & C ~S~2~ ................ HO 1-2-0 lx3 H * lx3 I{ A G I K M 0 Q Online Plus -- Version 19.0.034 RUN DATE: 15-AUG-06 CSI -Size ..... Lumber .... E -G 0.00 116 C TC 0.12 3x 2 SPF-#2 J -I 0.00 115 C BC 0.01 3x 2 SPF-#2 L -K 0.00 115 C WB 0.11 3x 2 SPF-STUD N -M 0.00 115 C GW 0.02 3x 2 SPF-STUD P -O 0.00 115 C R -Q 0~00 114 C Brace truss as follows: T -S 0.02 123 C 0.00 0.02 O.C. From To TC Cont. 0- 0- 0 10- 9-12 TL Defl 0.00" in R -T L/999 BC Cont. 0- 0- 0 10- 9-12 LL Dell 0.00" in T -F L/999 Shear // Grain in S -D 0.19 Loading Live Dead (psf) TC 50.0 15.0 Plates for each ply each face. BC 0.0 5.0 PLATING CONFORMS TO TPI Total 50.0 20.0 70.0 PLATE V;tLUES MAY BE VERIED Spacing 16.0" WITH ROBBINS ENGINEERING, INC. Lumber Duration Factor 1.00 GRIP BASED ON SPF & SYP LUMBER Plato Duration Factor 1.00 USING GROSS AREA TEST. TC Fb=l.15 FC=i.10 Ft=l.10 Plate - LOCK 20 Ga, Gross Area BC Fb=l.10 FC=i.10 Ft=l.10 Plate - RBS 20 Ga, Gross Area Jt Type Plt Size X Y JSI Jt React Uplft Size Req'd A LOCK 1.0x 3.0 Ct: Ct: 0.90 Lbs Lbs In-Sx In-Sx A LOCK 1.0x 3.0 Ct: Ct: 0.00 Cont. Brg 0- 1- 8 to 10- 8- 4 G LOCK 1.0x 3.0 Ct: Ct: 0.90 o ............. Webs ............. Tampa, FL 33682 .......... Gable Webs .......... NOTES AND SYI~BOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 123 Lbs Quality Control Factor 1.25 986 0 Hz = 0 I LOCK 1.0x 3.0 Ct: Ctr 0.90 K LOCK 1.0x 3.0 Ct: Ct: 0.90 Membr CSI P Lbs Axl-CSI-Bnd M LOCK 1.0x 3.0 Ctr Ct: 0.90 .......... Top Chords .......... O LOCK 1.0x 3.0 Ct: Ct: 0.90 A G 0.10 6 C 0.00 0.10 Q LOCK 1.0x 3.0 Ct: Ctr 0.90 G I 0.10 6 C 0.00 0.10 S LOCK 1.0x 3.0 Ct: Ct: 0.90 I -K 0.10 6 C 0.00 0.10 D LOCK 1.0x 3.0 Ct: Ct: 0.90 K -M 0.10 6 C 0.00 0.10 C LOCK 2.0x 4.0 Ct: 0.5 0.90 M -0 0.10 6 C 0.00 0.10 H LOCK 1.0x 3.0 Ctr Ct: 0.90 0 -Q 0.10 6 C 0.00 0.10 J LOCK 1.0x 3.0 Ctr Ct: 0.90 Q -S 0.11 6 C 0.00 0.11 L LOCK 1.0x 3.0 Ctr Ct: 0.90 S -D 0.12 8 C 0.00 0.12 N LOCK 1.0x 3.0 Ct: Ct: 0.90 ........ Bottom Chords ......... p LOCK 1.0x 3.0 Ct: Ct: 0.90 C -H 0.01 0 T 0.00 0.01 R LOCK 1.0x 3.0 Ct: Ct: 0.90 E -J 0.00 0 T T LOCK 1.0x 3.0 Ct: Ct: 0.90 J -L 0.00 0 T F LOCK 1.0x 3.0 Ctr Ct: 0.90 L -N 0.00 0 T N -P 0.00 0 T P -R 0.00 0 T REVIEWED BY: R -T 0.00 0 T Robbins Engmneering, Inc. Dale Sealed: 8/15/2006 Job ~k Quan Type Span P1-H1 Left OH Right OH Jl ngi,¢erin~ J607003FlB25 9 M100 100912 10200 0 0L]'06083049 U# J#J607003F1 Build~-n~s B & C 1st F/T 1-2-0 HO 1-2-0 lx3 HO 1-2-0 W:308 493 W:204 R: 492 ....... 10-9-12 Online Plus -- Version 19.0.034 RL~N DATE: 28-AUG-06 CSI -Size ..... Lumber .... TC 0.73 3x 2 SPF-2100 BC 1.00 3x 2 SPF-#2 WB 0.48 3x 2 SPF-STUD O.C. From TO TC Cont. 0- 0- 0 10- 9-12 BC Cont. 0- 0- 0 10- 9-12 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases Jt React Uplft S~ze Req'd Lbs Lbs In-Sx In-ex C 493 0 3- 8 1- 8 F 493 0 2- 4 1- 8 C -A 0.03 104 C C -J 0.48 1253 C L -J 0.06 92 T G -E 0.03 99 C G -K 0.25 374 T K -F 0.39 1035 C F -D 0.02 78 C Shear // Grain in J -E 0.45 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES MAY SE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type A LOCK A LOCK J LOCK E LOCK K LOCK D LOCK C LOCK L LOCK G LOCK P LOCK Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... BEVISWED Plt Size X Y JSI 1.0x 3.0 Ctr Ctr 0.90 1.0x 3.0 Ctr Ctr 0.00 3.0x 4.0-1.0 Ctr 0.94 1.0x 3.0 Ctr Cfr 0.90 3.0x 4.0 0.5 Ctr 0.93 1.0x 3.0 Ctr Ctr 0.90 3.0x 6.0 Ctr Ctr 0.94 1.0x 3.0 Ctr Ctr 0. 90 3.0x 3.0 Ctr Ctr 0.73 3.0x 4.0-0.5 Cfr 0.93 BY: A -J 0.71 0 T 0.00 0.71 Robbins Engineering, Inc. J -E 0.73 1182 C 0.02 0.71 PO Box 280055 E -K 0.55 1182 C 0.02 0.53 Tampa, FL 33682 K -D 0.45 0 T 0.00 0.45 ........ Bottom Chords ......... REFER TO ROBBIN8 ENG. GENERAL C -L 1.00 1182 T 0.35 0.65 NOTES AND SYMBOLS SSEST FOR L -G 1.00 1182 T 0.35 0. 65 ADDITIONAL SPECIFICATIONS. G -F 0.74 959 T 0.31 0.43 ............. Webs ............. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TBI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FEC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuou~ strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member{s). This truss must be installed as shown. It cannot he installed upside-down. Max comp. force 1253 Lbs Quality Control Factor 1.25 Date Sealed 8/28/2006 J~ ~k Quan Type Span Pi-B1 Left OH Right OH Engmeedng ,1607003F1 B26 3.5 M100 140608 10200 0 0 T06083049 U# J#J607003F1 Buildings B & C 1st F/T W:204 R: 699 SC .... 5_2~_ 4 6-10-8 6-10-B ] ~' 9-2-8 14-6-8 W:204 705 Scale: 0417" = 1' Robblns Engin~ring, Inc./Online PlusTM A~PROX' TRUSS WEIGHT: 65.5 L~S Online Plus -- Version 19.0.034 RUN DATE: 2S-AUG-06 CSI -Size ..... Lumber .... TC 0.59 3x 2 SPF-2100 BC 0.77 3x 2 SPF-2100 WB 0.72 3x 2 SPF-STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 14- 6- 8 BC Cont. 0- 0- 0 14- 6- 8 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 E -C 0.51 1480 T 0.14 0.37 ............. Webs ............. D -A 0.03 90 C D -H 0.59 1579 C H -G 0.62 906 T G -I 0.08 244 C G -J 0.16 460 C F -J 0.05 86 C E -K 0.09 270 C E -L 0.72 1045 T L -C 0.60 1598 C C -B 0.03 91 C TL Defl -0.39" in G -F L/438 LL Dell -0.30" in G -F L/559 Shear // Grain in J -K 0.42 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plus 2 Unbalanced Load Cases Jt Type Plt Size X Y JSI Plus 1 BC LL Load Case(s) : A LOCK 1.0x 3.0 Ctr Ctr 0.90 H LOCK 3.0x 6.0-0.8 Ctr 0.96 Jt React Uplft Size Req'd I LOCK 1.0x 3.0 Ctr Ctr 0.90 Lbs Lbs In-Sx In-Sx J LOCK 3.0x 3.0 Ctr Ctr 0.65 D 699 0 2- 4 1- 8 K LOCK 1.0x 3.0 Ctr Ctr 0.90 C 705 0 2- 4 1- 8 L LOCK 3.0x 8.0 Ctr Ctr 0.93 S LOCK 1.0x 3.0 Ctr Ctr 0.90 Membr CSI P Lbs A~i-CSI-Bnd D LOCK 3.0x 6.0 1.5 Ctr 0.85 .......... Top Chords .......... G LOCK 3.0x 6.0 Ctr Cfr 0.96 A -H 0.29 0 T 0.00 0.29 F LOCK 1.0x 3.0 Ctr Ctr 0.90 H -I 0.37 2303 C 0.08 0.29 E LOCK 3.0x 4.0 0.5 Ctr 0.99 I -J 0.45 2303 C 0.07 0.38 C LOCK 3.0x 6.0-1.5 Ctr 0.86 J -K 0.59 2431 C 0.05 0.54 K -L 0.59 2431 C 0.05 0.54 L ~B 0.34 0 T 0.00 0.34 P~VIEWED BY: ........ Bottom Chords ......... Robbins Engineering, Inc. D -G 0.31 1463 T 0.22 0.09 PO Box 280055 G -F 0.77 2431 T 0.29 0.48 Tampa, FL 33682 F -E 0.77 2431 T 0.29 0.48 P~EFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max oomp. force 2431 Lbs Quality Control Factor 1.25 Job i M~k Quan T~rpe Span P1-H1 Left OH Right OH Engmecr,n~ J607003Fl B27 I 2 M100 140208 10200 0 0 ~U# J#J607003F1 Buil'~ng~ ~ ~ ~'~-- ........... '[06081635 HO 1-2-0 HO 1-2-0 A BB G I K ~ 0 Q S U Y Z D c ix3 J L N p R T V X TC -4 12_5_4 13-9-4 14-2-8 A~ PLATES Ap~ LOCK20 See Joint BB For Tlnpical G~ble Plate Size and Plac~nt F R -T 0.00 0 T P LOCK 1.0x 3.0 Ctr Ctr 0.90 Online Plus -- Version 19.0.034 RUN DATE: 15-AUG-06 CSI -Size ..... Lumber .... TC 0.14 3x 2 SPF-#2 BC 0.08 3x 2 SPF-#2 WB 0.11 3x 2 SPF- STIrD GW 0.11 3x 2 SPF-STUD O.C. From To TC Cont. 0- 0- 0 14- 2- 8 BC Cont. 0- 0- 0 14- 2- 8 Loading Live Dead (psf) TC 50.0 15.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Jt React Uplft Size Req'd Lbs Lbs in-Ex In-Ex Cont. Erg 0- 0- 0 to 14- 2- 8 1478 0 Ez = Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A ~BB 0.05 12 C 0.00 0.05 EH-G 0~14 23 C 0.00 0.14 G -I 0.12 18 C 0.00 0.12 O -Q 0.10 18 C 0.00 0.10 Q -S 0.10 18 C 0.00 0.10 S -U 0.11 18 C 0.00 0.11 U -Y 0.12 18 C 0.00 0.12 Y -Z 0.14 23 C 0.00 0.14 Z -D 0.05 12 C 0.00 0.05 ........ Bottom Chords ......... C -AA 0.08 9 C 0.00 0.08 AA-H 0.04 2 T 0.00 0.04 E -J 0.01 0 T 0.00 0.01 J -L 0.00 0 T L -N 0.00 0 T T -V 0.00 0 T R LOCK 1.0x 3.0 Ctr Ctr 0.90 V -X 0.01 0 T 0.00 0.01 T LOCK 1.0x 3.0 Ctr Ctr 0.90 X -W 0.04 2 T 0.00 0.04 V LOCK 1.0x 3.0 Ctr Ctr 0.90 W -F 0.08 9 C 0.00 0.08 X LOCK 1.0x 3.0 Ctr Ctr 0.90 ............. Webs ............. W LOCK 1.0x 3.0 Ctr Ctr 0.90 C -A 0.11 39 C 0.00 0.11 F LOCK 1.0x 3.0 Ctr Ctr 0.90 F -D 0.11 39 C 0.00 0.11 .......... Gable W~bs .......... AA-HB 0.11 42 C 0.00 0.11 E -G 0.04 125 C 0.00 0.04 J -I 0.00 113 C L -K 0.00 115 C N -M 0.00 115 C P -O 0.04 115 C R -Q 0.00 115 C T ~S 0. 00 115 C V -U 0.00 113 C X -Y 0.04 125 C 0.00 0.04 W -Z 0.11 42 C 0.00 0.11 TL Defi 0.00" in X -W L/999 LL Dell 0.00" in X -W L/999 Shear // Grain in BB-G 0.19 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES MAY BE VERIED WITH BOBBINS ENGINEERING, INC. GR/P BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross A~ea Plate - RHS 20 Ga, Gross Area Jt I~2pe Plt Size X Y JSI A LOCK 1.0x 3.0 Ctr Ctr 0.90 BB LOCK 1.Ox 3.0 Ctr Ctr 0.90 G LOCK 1.0X 3.0 Ctr Ctr 0.90 I LOCK 1.0x 3.0 Cfr Ctr 0.90 K LOCK 1.0x 3.0 Ctr Ctr 0.90 M LOCK 1. Ox 3.0 Ctr Ctr 0.90 O LOCK 1.0x 3.0 Ctr Ctr 0.90 Q LOCK 1.0x 3.0 Ctr Ctr 0.90 S LOCK 1.0x 3.0 Ctr Ctr 0.90 U LOCK 1.0x 3.0 Ctr Ctr 0.90 Y LOCK 1.0x 3.0 Ctr Ctr 0.90 Z LOCK 1.0x 3.0 Cfr Ctr 0.90 D LOCK 1.0x 3.0 Ctr Ctr 0.90 C LOCK 1.0x 3.0 Ctr Ctr 0.90 AA LOCK 1.0x 3.0 Ctr Ctr 0.90 H LOCK 1.0x 3.0 Ctr Ctr 0.90 J LOCK 1.0x 3.0 Ctr Ctr 0.90 N -P 0.00 0 T L LOCK 1.0x 3.0 Ctr Ctr 0.90 P -R 0.00 0 T N LOCK 1.0x 3.0 Ctr Ctr 0.90 ~VIEWED BY: Robbins Engineering, Inc. PO BOX 280055 Tampa, FL 33682 P, EFER TO ROBBINS ENG. GENERAL NOTES AND S~MBOLS SHEET FOR ADDITION~.L SPECIFICATIONS. NOTES: Trusses b~uuufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on RC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. This tr~ss must be installed Quality Control Factor 1.25 I iceme # ~)7735~_1 Date Sealed 8/15/2006 J~ ~a=ktan Type Span P1-H1 Left OH J607003F1 B28 -- ~fl00 210312 10200 0 u# J#J607003F1 Buildings B & C 1st F/T Right OH Engineering 0 T06081693 T TC 0.10 3X 2 SPF-#2 BC 0.01 3X 2 SPF-#2 O.C. Frown TO Loading Eve Dead (psf) TC 50.0 15,0 BC 0.0 5.0 Total 500 20.0 70.0 Spacing 16.0" Plate Duration Factor 100 .......... Gable Webs .......... G -F 0.00 115 C I -H 0.00 115 C TL Dell 0.00" in M -O L/999 LL Dell 0,00" in II-E L/999 Shear // Grain in A F 0+17 Jt React Uplft Size Req'd ........ TOp Chords .......... USrNG GROSS ~B~KA TEST+ ........ Botts Chords ......... DD LOCK 2 0x 4.0 Cfr-0.5 0.60 B -G 0.01 0 T 0.00 0.01 FF LOCK 2.0x 4.0 C~r-0.5 0.60 Q -~: 0.00 0 T M LOCK 2.0x 4.0 Ctr 0.5 0.60 U -W 0.00 0 T S2 LOCK ~r2. Ox 4 *O Ctr Ctr 0. OO W -~ 0,00 0 T Q LOCK 2.Ox 4.0 Ctr 0.5 0.60 ~--CC 0.00 0 T U LOCK 2.0x 4.0 Ctc 0.5 060 CC-EE 0.00 0 T W LOCK 2.0x 4,0 Ctr 0.5 0.60 Y I~)CK 2.0x 4.0 Ctr 0.5 0.60 AA LOCK 2.0x 4.0 Ctr 0.5 0.60 CC LOCK 2.0x 4.0 Ctr 05 0,60 EE LOCK 2.0x 4.0 Ctr 0.5 0.60 GG IX)CK 2.0x 4.0 Ct~ 0.5 0.60 II LCCK 2.0x 4.0 Cfr 0.5 0.60 E# LO~K 2.0x 4.0 0.8-0,6 0.60 # = Plate Monitor used License ~ ~773~ I Address P O Box 280055, Tampa Fl 33682 Date Sealed: 8/I6/2006 Job i ~=k ~uan Type J607003FI ~ 829 9 M100 U# J#J607003FZ Bu±lding$ B & C lst F/T Span P1-H1 Left OH Right OH [ngm¢crmE 210312 10200 0 0 106083049 SO 1-2-0 2x4u 3x4~ 2x411 A L M J S2 F 2x411 (W) 2x4 3xl0r; I 10-5-12 I ~°-~-41~ ~ 0~5-~-° R 3x6: 21-3-12 Scale: 0288" = 1' Robbins gngine~ring, Inc./Online PlusTM APPROX. TKUSS WEIGHT: 96.8 LBS Online Plus -- Version 19.0.034 RUN DATE: 28-AUG-06 CSI -Size ..... Lumber .... TC 0.85 3x 2 SPF-2100 BC 0.71 3x 2 SPF-2100 WB 0.53 3x 2 SPF-STUD O.C. From To TC Cont. 0- 0- 0 21- 3-12 BC Cont. 0- 0- 0 21- 3-12 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 4 Unbalanced Load Cases Plus i BC LL Load Case(s) : Jt P~act Uplft Size ~eq'd Lbs Lbs In-Sx In-Sx B 527 0 2- 4 1- 8 F 1093 0 5- 8 1- 8 E 512 0 3~ 8 1- 8 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A -L 0.43 0 T 0.00 0.43 L -M 0.52 1346 C 0.02 0.50 M -N 0.83 1346 C 0.01 0.82 N -G 0.85 586 T 0.03 0.82 G -0 0.35 586 T 0.09 0.26 0 -S1 0.30 1285 C 0.02 0.28 Si-F 0.19 1285 C 0.01 0.18 P -r 0.43 1285 C 0.02 0.41 T -Q 0.64 1088 C 0.01 0.63 Q -C 0.63 0 T 0.00 0.63 ........ Bottom Chords ......... -K 0.45 1037 T 0.14 0.31 -J 0.71 1346 T 0.16 0.55 -82 0.71 1346 T 0.16 0.55 S2-F 0.40 1346 T 0.16 0.24 -I 0.21 837 T 0.12 0.09 -S 0.65 1088 T 0.16 0.49 -R 0.65 1088 T 0.16 0.49 -E 0.59 1088 T 0.16 0.43 B -A 0.02 82 C B -L 0.42 1120 C L -K 0.23 333 T K -M 0.04 113 C J -N 0.10 147 T N -F 0.53 1409 C F -G 0.03 109 C F -G 0.03 109 C F -O 0.45 1200 C O -I 0.36 532 T I -P 0.09 278 C I -T 0.22 319 T S -T 0.05 164 C R -Q 0.10 151 T Q -E 0.44 1194 C E -C 0.02 62 C TL Dell -0.39" in B -K L/310 LL Defl -0.24" in B -K L/498 Shear // Grain in M -N 0.50 Plates for each ply each face. PLATING CONFO~ TO TPI PLATE VALUES bl%Y BE ~RIED WITH ROBBINS ~GINEERING, INC. GRIP ~ASED ON SPF & SYP LL~BER USING GP, OSS ~ TEST. Plate - LOCK 20 Ga, Gross ~ea Plate ~ P~S 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 2.0x 4.0 0.5-0.2 0.60 L LOCK 3.0x 4.0-0.8 Ctr 0.91 M LOCK 2.0x 4.0-0.2~0.5 0.60 N LOCK 4.0x 4.0 1.0-0.5 0.99 G LOCK 2.0x 4.0 Ctr-0.5 0.90 O LOCK 3.0x 6.0 Ctr Ctr 0.69 S1 LOCK W2.0x 4.0 Ctr Ctr 0.00 P LOCK 2.0x 4.0 Ctr-0.5 0.60 T LOCK 3.0x 3.0 Ctr Ctr 0.71 Q LCCK 3.0x 4.0 0.8 Ctr 0.96 C# LOCK 3,0x 3.0-1.5-1.5 0.60 B LOCK 3.0x 4.0 0.8 Ctr 0.91 K LOCK 3.0x 3.0 Ctr Ctr 0.71 J LOCK 2.0x 4.0 0.2 0.5 0.60 S2 LOCK W2.0X 4.0 Ctr Ctr 0.00 F LOCK 3.0x10.0 Ctr Ctr 0.91 I LOCK 3.0x 6.0 Ctr Ctr 0.71 S LOCK 2.0x 4.0-0.2 0.5 0.60 R LOCK 2.0x 4.0 0.2 0.5 0.60 E LOCK 3.0x 6.0 Ctr Ctr 0.89 Plate Monitor used Robbins Engineering, Inc. PO BOX 280055 Tampa, FL 33682 Trusses Manufactured by: per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. strongbacks (on edge} every truss w/ 3-16d nails at truss member(s). Truss Design Engineer: Thomas A Albaqi Li ense # 077357-1 Ack'tess P O Box 280055, Tampa, FL 33682 [)ate Sealed 8/28/2006 I Job i ~rk Quan Type Span P1-H1 Left OH R/ght OH [J607003F1 ]B30r ,.5 moo 2sooos ,.o2oo o o l-U# J#~607003F1 Buildings B & C 1st F/T T06083049 1-2-0 Robbins Engineering, Inc./Onlin~ Plu~ APPROX. TRUSS WEIGHT: 113.8 LBS U -H 0.61 2354 T 0.30 0.31 U LOCK 2.0x 4.0-0.2 0.5 0.60 Online Plus -- Version 19.0.034 RUN DATE: 28-AUG-06 CSI -Size ..... Lumber .... TC 0.86 3x 2 SPF-2100 BC 0.72 3x 2 SPF-2100 W~ 0.67 3x 2 SPF-STUD Brace tz~ss as follows: 0. C. From TO TC Cont. 0- 0- 0 25- 0- 8 BC Cont. 0- 0- 0 25- 0- 8 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 4 Unbalanced Load Cases Plus 1 BC LL Load Case(s) Jt React Uplft Size Beq'd .......... Top Chords .......... A M 0.43 0 T 0.00 0.43 M -W 0.52 1347 C 0.02 0.50 N -O 0.84 1347 C 0.01 0.83 O ~P 0.86 559 T 0.03 0.83 P -Q 0.37 559 T 0.07 0.30 Q .-Sl 0.36 2161 C 0.06 0.30 Sl-a 0.61 2161 C 0.23 0.38 R -V 0.66 2161 C 0.09 0.57 V -$ 0.69 2354 C 0.i2 0~57 S ~B 0.43 2225 C 0.05 0.38 B -T 0.66 2225 C 0.16 0.50 T -Z 0.50 0 T 0.00 0.50 ........ Bottom Chords ......... E -L 0.45 1037 T 0.14 0.31 L -'K 0.72 1347 T 0.16 0.56 K -~2 0.72 1347 T 0,16 0.56 S2-I 0.41 1347 T 0.16 0.25 J -I 0.28 1280 T 0.19 0.09 I -'3 0.61 2354 T 0.30 0.31 H -G 0.55 2354 T 0.30 0.25 B LOCK 2.0x 4.0 0.2 0.5 0.60 G -D 0.32 1433 T 0.22 0.10 G LOCK 3.0x 6.0 Ctr Ctr 0.91 ............. Webs ............. D LOCK 3.0x 6.0-1.5 Ctr 0.83 B -A 0.02 82 C E -M 0.42 1120 C M -L 0.23 333 T L -N 0.04 113 C K -O 0.10 147 T O -J 0.53 1415 C J -P 0.03 109 C J -P 0.03 109 C J -Q 0.63 1688 C Q -I 0.67 979 T I -R 0.05 159 C I -V 0.16 473 C U -V 0.09 141 T B -S 0.05 79 T S -G 0.12 356 C G -B 0.06 179 C G -T 0.59 854 T T -D 0.58 1547 C D -C 0.03 87 C LL Dell -0.25" in B -L L/490 Shear // Grain in N -O 0.50 Plates for each ply each face. PITTING CONFOR~ TO TPI P LOCK 2,0x 4.0 Ctr-0.5 0.90 Q LOCK 3. Ox 8.0 Ctr Ctr 0.98 B LOCK 2.0x 4.0 Ctr-0.5 0.60 T LOCK 3.0x 8.0 0.5 Ctr 1.00 C LOCK 2.0x 4,0-0.2-0.5 0.60 E LOCK 3.0x 4.0 0.8 Ctr 0.91 K LOCK 2.0x 4.0 0.2 0.8 0.60 Tampa, FL 33682 Trusses ~{anufactured by: ANSI/TPI 95 & 02 per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607,1), 20.0 psf. 10.0 Ft. Fasten to each Max comp. force 2354 Lbs Address: P O Box 280055, Tampa FI 33682 [)ate Sealed 8/28/2006 J~ Mark Quan Type Span P1-H1 Left OB Right OB ,60700aFl B31 1 M100 70900 10200 0 0 U# J#J607003F1 Buildings g i C let F/T Engineering T06081635 K N p HO 1-2-0 · {~ _ s-l-o ....... -- 7-9-0 Scale 0 765": 1' Online Plus -- Version 19.0.034 RUN DATE: 15-AUG-06 CSI -Size ..... Lumber .... B -G 0.04 50 C 0.00 0.04 TC 0.23 3x 2 SPF-#2 J -I 0.17 145 C 0.00 0.17 BC 0.17 3x 2 SFF-#2 L -K 0.00 109 C WB 0.28 3x 2 SPF-STUD M -N 0.02 117 C 0.00 0.02 GW 0.17 3x 2 SPF-STUD O -P 0.05 106 C 0.00 0.05 Brace truss as follows: O -F 0.01 0 T 0.00 0.01 P~FER TO ROBBINS ENG. GENERAL ............. Webs ............. NOTES AND SYMBOLS SHEET FOR C -A 0.28 69 C 0.00 0.28 ADDITIONAL SPECIFICATIONS. F -D 0.07 39 C 0.00 0.07 .......... Gable Webs .......... NOTES: O.C. From TO LL Defl -0.01" in S -J L/999 TC Cont. 0- 0- 0 7- 9- 0 Shear // Grain in G -I 0.24 BC Cont. 0- 0- 0 7- 9- 0 Plates for each ply each face. Loading Live Dead (psf) PLATING CONFORMS TO TPI A LOCK 1.0x 3.0 Ctr Ctr 0.00 G LOCK 1.0x 3.0 Cfr Ctr 0.90 I LOCK 1.0x 3.0 Ctr Ctr 0.90 K LOCK 1.0x 3.0 Ctr Cfr 0.90 N LOCK 1.0x 3.0 Ctr Ctr 0.90 P LOCK 1.0x 3.0 Ctr Ctr 0.90 D LOCK 1,0x 3.0 Ctr Ctr 0.90 D LOCK 1.0x 3.0 Ctr Ctr 0.00 LOCK 2.0x 4.0 Ctr 0.5 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 O LOCK 1.0x 3.0 Cfr Ctr 0.90 F LOCK 2.0x 4,0 Ctr 0.5 0.90 Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. This truss must be installed as shown, It cannot be installed upside-down. Max comp. force 145 Lbs Quality Control Factor 1.25 Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-ax In-ax Cont. Brg 0- 1- 8 to 7- 7- 8 796 0 Hz = 32 Membr CSI P Lbs kxl-CSI-Bnd C .......... Top Chords .......... H A G 0.14 30 C 0.00 0.14 J G -I 0.23 33 C 0.00 0.23 L I -K 0.14 14 C 0.00 0.14 M K -N 0.11 13 C 0.00 0.11 N -P 0.10 10 C 0.00 0.10 P -D 0.07 6 C 0.00 0.07 ........ Bottom Chords ......... C -H 0~17 2 C 0.00 0.17 J -L 0.04 0 T 0.00 0.04 L -M 0.01 0 T 0.00 0.01 M-0 0.01 0 T 0.00 0.01 REVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 'Fruss Desi n Engineer Thomas A Albam 15cerise# ~77357-1 Address PO Box 280055, Tampa, FI 33082 Date Sealed: 8/I 5/2006 Job [ Ma=k Q~/an T~pe Span P1-H1 Left OH Right OH E~,necrm~ J607003FI I B32 s M100 110200 10200 0 0 T06081635 U# J#J~60700~F1 Bui'idings B & C 1st F/T D -A 0.03 88 C DDITION~ SPECIFICATIONS. Onlin~ Plus -- Version 19.0.034 D -I 0.40 1064 C R~ DATE: 15-AUG-06 I -H 0.29 423 T NOTES: CSI -Size ..... h~or .... G -K 0.04 121 C TRI~GLg BUILDING PRODUCTS per BO~ (section 1606.2.3), Brace t~ss as follows: TL Dell -0.14" in G -C L/889 IBC/IRC-2003 ~d ~C 200~ O.C. From TO LL Dell -0.08" in H -G L/999 (section 1607.1), 20.0 psf. TC Cont. 0- 0- 0 11- 2- 0 Shear // Grain in A -I 0.40 Provide 2X6 continuous BC Cont. 0- 0- 0 11- 2- 0 strongbacks (on edge) Plate~ for each ply each face. 10.0 Ft. Fasten to each Loading Live Dead (psf) P~TING CONFO~S TO TPI t~ss w/ 3-16d nails at BC 0.0 5.0 WITH ROBBINS ENGI~ERING, INC. This t~ss must be installed Total 50.0 20.0 70.0 GRIP BASED ON SPF & SYP L~ER as shown. It cabot be Spacing 16.0" USING GROSS ~A TEST. installed upside-down. Lumber Duration Factor 1.00 Plate - LOCK 20 Ga, Gross ~ea ~x comp. force 1338 Plate Duration Factor 1.00 Plate - RHS 20 Ga, Gross ~ea ~ality Control Factor 1.25 TC ~=1.15 ~c=1.10 Ft=l.10 Jt ~e Plt Size X Y JSI BC ~=1.10 FC=I.10 Ft=l.10 A LOCK 1.0x 3.0 Ctr Ctr 0.90 A LOCK 1.0x 3.0 Ctr Cfr 0.00 Plus 2 U~alanced Load Cases I LOCK 3.0x 4.0-0.5 Ctr 0.96 J LOCK 1.0x 3.0 Cfr Cfr 0.90 Jt React Uplft Size Req'd K LOCK 1.0x 3.0 Ctr Cfr 0.90 ~s Lbs In-Sx In-Sx L LOCK 3.0x 4.0 0.5 Ctr 0.96 D LOCK 3.0x 6.0 Cfr Ctr 0.79 Membr CSI P ~s ~l-CSI-Bnd H LOCK 3.0x 3.0 Ctr Ctr 0.76 .......... Top Chords .......... G LOCK 3.0x 3.0 Ctr Ctr 0.76 A -I 0,54 0 T 0.00 0.54 C LOCK 3.0x 6.0 Ctr Ctr 0.79 I -J 0.56 1338 C 0.02 0.54 J -K 0.27 1338 C 0.05 0.22 K -L 0.56 1338 C 0.02 0.54 REVIE~D BY: L -B 0.54 0 T 0.00 0.54 Robbins Engineering, Inc. ........ Bottom Chords ......... PO BOX 280055 D -H 0,48 986 T 0.35 0.13 T~pa, FL 33682 H -G 0.59 1338 T 0.48 0.1i G -C 0.48 986 T 0.35 0.13 REaR TO ROBBINS ENG. GE~ 90'0 00'0 D 8 ;0'0 a- n ~I'0 00'0 D ti [I'0 ~1- S II'0 00'0 D E1 II'0 S- 0 II'0 00'0 D ~I II'0 0- O II'0 00'0 D II II'0 O- ~ II'0 00'0 D 0I II'0 ~- X II'0 00'0 D 6 II'0 ~- I II'0 00'0 D 8 II'0 I- 0 or'o oo'o D A OI'O D- w I .......... sp~ogD doA .......... 60'0 00'0 D 99 60'0 W- D E#-~dS g XE EI'0 DA gO'O 00'0 D L gO'O ~- A oo~oz oo*ozz oom~ ; ~-~ [ 15£00£0Qi' I T!npe Span Pi-B1 Left OB Right OH SP 170000 6 1- 0- 0 0 106092633 J607003R 4'3P U# J#J607003R Buildings B & C R/T w:508 ~ R:5983 U:2272 TC ~1~-0-0 1-4-4 3-6-12 k 8-6-8 13-5-¢ 15-7-12 W:508 U:2284 ,' Online Plus -- Version 19.5.029 RUN DATE: 27-SEp-06 .... TOp Chords .......... A -I 0.75 8216 C 0.09 066 ........ ~ottom Chord ......... A -G 0.85 6848 T 0.30 0.55 G F 0.77 7504 T 0.34 0.43 F -N 0.74 15637 T 0.49 0.25 N -M 0.46 6868 T 0.21 0.25 .... Spacing (In) .... Rows Nails SCzews ~lts TC 1 12 24 0 Date Sealed: 912712006 Job I Mark Q~ Type Span P1-H1 Left OH Right OH I InSm~rln~ J607003R BI 4.3P sp 170000 6 1- o- 0 0 i 706~0_92633 u# J#J607003R Buildings B & C R/T J607003R~_ B2 4 Type Span P1-H1 Left OR Right OH Engineerm~ TR 170000 6 1- 0- 0 1- O- 0 ]'06092633 ,2x4H W:508 R: 991 U: 378 E U: 378 SCale: 0 343": 1' Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size ..... Lu~ber .... TC 0.67 2x 4 SPF-#2 Sl-D 0.39 826 T 0.28 0.11 D -C 0.81 1169 T 0.40 0.41 .......... Webs ............. F -E 0.13 376 C E -B 0.27 451 T Shear // Grain in F =B 0.39 Plates for each ply each face. PLATING CONFORMS TO TPI. 7 Gable studs to b~ attached with 2.0x4.0 platos each end. per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. loads framing into girder Refer to Gen Det 3 series for web bracing and plating. Wind Leads - ~NSI / ASCK 7-98 Truss is designed as a Main Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C TC Dead Load : 4.0 psf BC Dead Lead : 5.0 psf Roof Snow Load per A$CE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Thermal Factor 1.0 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Plus 4 Wind Load Case(s) Plus 2 U~]Dalanced Load Cases Jt React Uplft Size Req'd LbS Lbs ln-$x In-ax A 991 379 5- 8 1- 9 Hz = 134 C 991 379 5- 8 1- 9 Hz = -133 .......... Top Chords .......... ........ Bottom Chords ......... A~SI/TPI 95 & 02 Span 2- 0- 0 Soffit psf 2.0 Addrcss P O. Box 280055. tampa, FL 33682 Date Sealed 9/27/2006 J607003R B3 36 U# J#J607003R Buildings B & C R/T I 5-15 1-2-6 (3) -16d toenails 2-16d toenails Online Plus - Version 19.5.029 RUN DATE: 27-HEP-06 CHI -Size ..... Lumber .... TC 0.15 2x 4 SPF-#2 BC 0.16 2x 4 SPF-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 1- 4- 0 BC Cont. 0- 0- 0 1- 4- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Flus 4 Wind Load Case(s) Jt React Uplft Siz~ Req'd Lbs Lbs In-Sx In-Sx A 164 149 5- 8 1- 8 Hz = 49 Hz = 30 Membr CSI P Lbs Axl-CSI-Bnd TL Dell 0.00" in E -Si L/999 LL Defl 0.00" in E -Sl L/999 Shear // Grain in A -B 0.18 Plates for each ply each face. PLATING CONFORMS TO TPI. REVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 P~EFER TO ROBBING ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONi%L SPECIFICATIONS. For proper installation of toe-nails, refer to the 2001 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 .......... Top Chords .......... OH Loading A -B 0.15 24 C 0.00 0.15 Soffit psf 2.0 ........ Bottom Chords ......... Design checked for LL on BC A -C 0.16 30 T 0.00 0.16 per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 7.7 RS (section 1607.1) , 20.0 psf. Wind Loads ANSI / AGCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Eone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor Ur~oalanced Load Factor 0.0 Max comp. force 24 Quality Control Factor 1.25 Address P O Box 2800$5. ] ampa, FI. 33682 Date Sealed 9/27/2006 Job Mark Quan Type Span P1-H1 Left OH Right OH Ingmeering J607003R B4 6 JCA2 10902 4.243 1- 5- 0 0 [06092633 J#J607003R Buildings B & C R/T Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size ..... Lumber .... TC 0.02 2x 4 SPF-#2 BC 0.02 2x 4 SPF-#2 Brace tr~ss as follows: C.C. From To TC Cont. 0- 0- 0 1- 9- 2 BC Cont. 0- 0- 0 1- 9- 2 Loading Live Dead (psi) TC 30.0 7.0 BC 0.0 8.0 Total 30.0 15.0 45.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=l.00 FC=I.00 Ft=l.00 Load Case # 1 Girder & Snow Lo Lumber Duration Factor 1.15 Plate Duration Factor 1.15 plf - Live Dead From To BC V 0 16 0.0' 1.8' TC V -76 -14 0.0' BC V 0 -16 0.0' Plus 4 Wind Load Case(s) Jt React uplft Size Req'd .......... Top Chords .......... ........ Bottom Chords ......... A C 0.02 2 T 0.00 0.02 TL Defl 0.00" in A -C L/999 LL Defl 0.00" in A -C L/999 Shear // Grain in A -B 0.01 Plates for each ply each face. pLATING CONFORMS TO TPI. PLATE V~.LUES MAT BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & STP LL~4BER USING GROSS A~A TEST. Plate - LOCK 20 Ga, Gross Area Plate - RRS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 2.0x 4.0 0.8 0.2 0.94 Scale: 0929" = 1' 9.9 LBS (section 1607.1), 20.0 psi. Use properly rated hangers for loads framing into girder Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building T~pe: Enclosed Zone location: Exterior TC Dead Load : 4.0 psi BC Dead Load : 5.0 psi Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psi Rain Load 0.0 psi Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 1 Lbs Quality Control Factor 1.25 Truss Design Engineer ]homas A Aibam 15 nsc #: 0773574 Ao[t~ess PO Box280 55 lamp&Il 3682 Date Sealed: 9/27/2006 Job Mark Quan Type Span P1-H1 Left OH Right OH In~mee~,n~ J607003R B5 4 TR 110600 6 1- 0- 0 1- 0- 0 106092633 U# J#J607003R Buildings B & C DG 6-8-3 HO 6 6 4x4 H G D DG 6 8-3 HO 6 6 9-9-0 11 6 0 1160 Scale 0 475' 1' Online Plus -- Version 19.5.029 RUN DATE: 27 SEP-06 CSI -Size ..... Lumber .... TC 0.08 2x 4 SPF-#2 BC 0.04 2x 3 SPF- #2 WB 0.07 2x 3 SPF-STUD WG --- 2x 3 SPF-STUD Brace truss as follows: 0. C. From TO TC Cont. 0- 0- 0 11- 6- 0 BC Cont. 0- 0- 0 11- 6- 0 Loading Live Dead {psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" L%~mber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wlnd Load Case{s) Plus 2 Unbalanced Load Cases Jt React Uplft Size ~eq,d Lbs Lbs In-Sx In-Sx Cont. Brg 0- 0- 0 to 11- 6- 0 1402 706 HZ = 90 ~mbr CSI P Lbs Axl -CS I-Bnd .......... Top Chords .......... A -I 0.06 59 C 0.00 0.06 I -J 0.08 79 T 0.00 0.08 J -B 0.08 125 T 0.00 0.08 B -K 0.08 125 T 0.00 0.08 K -L 0.08 79 T 0.00 0.08 L -C 0.06 59 C 0.00 0.06 ........ Bottom Chords ......... A -S 0.04 4 T 0.00 0.04 H -G 0.02 0 T 0.00 0.02 G -D 0.02 0 T 0.00 0.02 D -F 0.02 0 T 0.00 0.02 F -E 0.02 0 T 0.00 0,02 E -C 0.04 4 T 0.00 0.04 ............. Webs ............ S -I 0.07 198 C G -J 0.07 234 C D -B 0.04 109 C F -K 0.07 234 C E -L 0.07 198 C TL Defl 0.00" in H -G L/999 LL Defl 0.00" in E -C L/999 Shear // Grain in J -B 0.19 Plates for each ply each face. PLATING CONFORF~ TO TPI. PLATE VALUES MAY BE VERIFIED WITH BOBBINS ~2~qUFACTLrRING. Flate - P~qS 20 Ga, Gross Area Jt Type Pit Size X Y JSI A LOCK 4.0x 4.0 2.0 0.5 0.87 I I~CK 1.0x 3.0 Ctr Ctr 0.75 J LOCK 1.0x 3.0 Ctr Ctr 0.75 B LOCK 4.0x 4.0 Ctr Ctr 0.52 K LOCK 1.0x 3 0 Ctr Ctr 0.75 L LOCK 1.0x 3.0 Cfr Ctr 0.75 C LOCK 4.0x 4.0 2.0 0.5 0.87 H LOCK 1.0x 3.0 Ctr Ctr 0.75 G LOCK 1.0x 3.0 Ctr Ctr 0.75 D LOCK 1.0x 3.0 Ctr Ctr 0.75 F LOCK 1.0x 3.0 Ctr Ctr 0.75 E LOCK 1.0x 3.0 Ctr Ctr 0.75 Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 O~ Loading Design checked for LL on BC per BOCA (section 1606.2.3) , IBC/IRC-2003 and F~C 2004 (section 1607.1), 20.0 psf. ~fer to Gan Der 3 series for web bracing and plating. Wind Loads - ANSI / ASCH 7-98 T~ss is designed as a ~in Wind-Force Resistance System. Wind Speed: 120 mph ~an Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf B~of Snow Load per ~CE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 U~balanced Load Factor 1.2 Ur~oal~ced Lo~ds Checked Load Factors = 1.25 and 0.00 ~ comp. force 234 Lbs Quality Control Factor 1.25 Dale Scaled 9/27/2006 Quan Type Span P1-R1 Left OH Right OH ! En~,neelm~ 4 TR 110600 6 1- 0- 0 1- 0- 0/ /06092633 J607003R B6 U# J#J607003R Buildings B & C R/T DG 6 8-3 HO 6-6 4x4 DG 6-8-3 HO 6 6 Scale: 0 475" = 1' Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size ..... Lumber .... TC 0.63 2x 4 SPF-%2 BC 0.45 2x 3 SPF-#2 WB 0.06 2x 3 SPF-STUD WG --- 2x 3 SPF-STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- 6- 0 BC Cont. 0- 0- 0 11- 6 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 701 363 5- 8 i- 8 Hz = 90 C 701 363 5- 8 1- 8 Hz = -89 Membr CSI P Lbs Axi-CSI-Bnd ........ Top Chords .......... A -B 0.63 675 C 0.00 0.63 B -C 0.63 675 C 0.00 0.63 TL Defl -0.12" in D -C L/999 Shear // Grain in A -B 0.48 Plates for each ply each face. PLATING CONFORMS TO TPI. A LOCK 4.0x 4.0 2.0 0.5 0.87 B LOCK 4.0x 4.0 Ctr Ctr 0.52 C LOCK 4.0x 4.0-2.0 0.5 0.87 D LOCK 1.0x 3.0 Ctr Ctr 0.75 REVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 ANSI/TPI 95 & 02 Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Wind Loads - A~SI / ASCE 7-98 ........ Bottom Chords ......... Wind-Force Resistance System. A -D 0.45 604 T 0.18 0.27 Wind Speed: 120 mph D -C 0.45 604 T 0.18 0.27 Mean Roof Height: 25-0 ............. Webs ............ Exposure Category: C D -B 0.06 108 T Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf J607003R B7 4.2P U# J#J607003R Buildings B & C R/T Type Span SP 240200 3-8 7 3-4-14 4-8-7 9-39 1~-0-0 18-50 13-10-12 18-5-0 U: 652 W:508 R:1366 o RObbins Engineering, Inc./Onlina Plu~ APPROX TRUSS WEIGHT: 126.3 LBS Online Plus -- Version 19.5.029 R~ DATE: 27-SEP-06 CSI -Size ..... Lumber --- TC 0.66 2x 4 SPF-2100 EX B -C 2X 3 SPF-2100 EX C -D 2x 4 SPF #2 I -H0.43 5830 T 0,30 0.13 H -S1 0.75 9202 T 0.48 0.27 S1-F 0.81 9202 T 0.48 0.33 F -G 0.81 9204 T 0.48 0.33 G -D 0.34 1903 T 0.09 0.25 E -A 0.21 1379 C WindLd A -I 0.43 5942 T I -J 0.16 1099 C J -~ 0.18 2533 T H -K 0.04 213 C H -B 0.07 1025 C F -B 0.02 129 T B -G 0.78 7503 C G -C 0.41 1371 T TL Dell -1.20" in S1-F L/233 Shear // Grain in B -C 0.35 Plates for each ply each face. PLATING CONFORMS TO TPI. .... Spacing (In) .... Rows Nails Screws Bolts TC 1 12 24 0 BC 1 12 24 0 nails on the following webs B -G OR Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC (section 1607,1), 20.0 psf. Plus 4 Wind Load Ca~e(s) Plus 2 Un~alanced Load Cases Jt React Uplft S~ze Req'd .......... Top Chords .......... ........ Bottom Chords ......... Date Sealed: 9/27/2006 i J~ ~ i Quan Type Span i J607003R B7A ~ 4 sP 240200 i u# J#J607003R Buildings B & C R/T P1-H1 Left OH Right OH [ngmeering 6 0 1- 0- 0 /06092633 Online Plus -- Version ·9.5.029 G -D 0.96 1815 T 0.38 0.58 RUN DATE: 27-SEP-06 ............. Webs ............. E -A 0.42 1370 C WindLd CSI -Size ..... Lumber .... A -F 0.81 5556 T TC 0.73 2x 4 SPF-2100 F -I 0.07 214 C EX S -C 2x 3 SPF-#2 F -J 0.77 2257 T EX C -D 2x 4 SPF-#2 S -J 0.41 1274 C BC 0.73 2x 3 SPF-#2 B -L 0.39 862 C EX F S 2x 3 SPF-2100 L -K 0.12 213 T EX S -S1 2x 4 SPF-2100 K -M 0.08 253 C EX S1-D 2x 4 SPF-#2 K -B 0.38 646 T WB 0.90 2x 3 SPF-Sg~JD B -G 0.88 2383 C EX A -F 2x 3 SPF-2100 G -C 0.90 1510 T EX F -J 2x 3 SPF-#2 I2~ Dell -0.50" in S1-K L/559 Hz Disp LL DL TL Jt D 0.06" 0.02" 0.08" Shear // Grain in C -D 0.54 Brace tr~ss as follows: O.C. From To TC Cont. 0- 0- 0 24- 2- 0 BC Cont. 0- 0- 0 24- 2- 0 Loading Live Dead (psf) Plates for each ply each face. TC 37.8 7.0 PLATING CUNFOF44S TO TPI. BC 0.0 8.0 PLATE V~2LUES MAY BE VERIFIED Total 37.9 15.0 52.8 WITH ROBBINSMANUFACTLq~ING. Spacing 24.0" GRIP BASED UN SPF & SYP L~4BER Lumber Duration Factor 1.15 USING GROSS AREA TEST. Plate Duration Factor 1.15 Plate - LOCK 20 Ga, Gross Area TC Fb=l.15 FC--I.10 Ft=l.10 Plate - R~S 20 Ga, Gross ~rea BC Fb=l.10 Fc=l.lO Ft=I.10 Jt Type Plt Size X Y JSI A LOCK 5. 0x 8.0 ·. 5 Ctr 0.96 I LOCK 1.0x 3.0 Ctr Cfr 0.9· Plus 4 Wind Load Case(s) J LOCK 3.0x 6,0-0.5 Ctr 0.93 Plus 2 Uchalanced Load Cases L LOCK 3.0x 4.0 Ctr Ctr 0.58 M LOCK 1.0x 3.0 Cfr Ctr 0.91 Jt React Uplft Size Req'd B LOCK 4.0x 6.0 Ctr crt 0.97 Lbs Lbs In-Sx In-Sx C LOCK 5.0x 6.0 Ctr-l.2 0.91 E 1444 665 3- 8 2- 4 D LOCK 4.0x 4.0-1.0 0.3 0.93 HZ = -142 E LOCK 2.0x 4.0 Ctr Ctr 0.72 D 1367 715 5- 8 2- 2 F LOCK 5.0x12.0-0.1 1.0 0.98 Hz = -128 S LOCK 5.0x10.0 0.8 3.6 0.85 SI LOCK 4.0x 6.0 Ctr 0.2 0.95 ~ebr CSI ~ Lbs AXl-CSI-Bnd K LOCK 3.0x 6.0 Ctr Ctr 0.55 ......... Top Chords ......... G LOCK 7.0x 6.0-0.5 Ctr 0.91 A -I 0.73 5447 C 0.22 0.51 I -J 0.37 5444 C 0.·9 0.18 J -L 0.18 3315 C 0.07 0.11 P~"~IEWED BY: L -M 0.26 4126 C 0.11 0.15 Robbins Engineering, Inc. M -B 0.37 4126 C 0.10 0.27 PO Box 280055 B -C 0.56 1962 C 0.09 0.47 Tampa, FL 33682 C -D 0.78 2047 C 0.05 0.73 ........ Bottom Chords ......... REFER TO ROBBINS ENG. GE~ERA~ B -F 0.73 119 T 0.00 0.73 NOTES AND SI~4BOLS SHEET FOR F -H 0.89 3805 T 0.51 0.38 ADDITIONAL SPBCIFICATIONS. H -S1 0.46 4068 T 0.38 0.08 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Wind Loads - ANSI / ASCE 7-98 T~USS is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph ~ean Roof Seight: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rein Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 5447 Lbs Quality Control Factor 1.25 Dine SeaJed 9/27/20(~6 J~ M~k Quan Type Span Fl-H1 J607003R B8 24 JCA2 10208 6 U# J#J607003R Buildings B & C R/T Left OH Right OH tmgmcen,lg 1- 0- 0 0 106092633 (3)-16d toenails Online Plus -- Version 19.5.029 RUN DATE: 27-SEF-06 CSI -Size ..... Lumber .... TC 0.12 2x 4 SPF-#2 BC 0.13 2x 4 SPF-#2 O.C. From To TC Cont. 0- 0- 0 1- 2- 8 BC Cont. 0- 0- 0 1- 2- 8 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TL Defl 0.00" in H -Si L/999 LL Defl 0.00" in Sl-K L/999 Shear // Grain in A -B 0.16 Plates for each ply each face. PLATING CONFORMS TO TPI. BEVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES AND S194BOLS SHEET FOR ADDITIONAL SPECIFICATIONS. (section 1607.1) , 20.0 psf. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Occupancy Factor : 1.00 Building Type: Enclosed Rain Load = 0.0 psf Exposure Factor 1.2 Balanced Load Factor 0.8 Quality Control Factor 1.25 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 157 148 5- 8 1- 8 Hz = 45 Hz = 27 ~gambr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A -B 0.12 21 C 0.00 0.12 For proper installation of toe-nails, refer to the 2001 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS ANSI/TPI 95 & 02 ........ Bottom Chords ......... Design checked for LL on BC A -C 0.13 27 T 0.00 0.13 per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 Date Sealed 9/27~2006 iJ607003R I B9 12 6# J#J60~003R -B-uildi~gs B & C R/T Type Span P1-H1 Left OH Right OH Engmeenng SP 240200 6 0 1- 0- 0 /06092633 7-4 7 7-0 14 1 0 0E DG 12-7-11 4x4: HO 6-6 B DG 14-10-8 Scale: 0260" = 1' Online Plus -- Version 19.5.029 RUN DAg~: 27-SEP-06 TC 0.62 2x 4 SPF-2100 F2( B -C 2x 4 SPF-#2 BC 0.92 2x 4 SPF-#2 EX A -E 2x 3 SPF-2100 EX E -D 2x 4 SPF-2100 WB 0.50 2x 3 SPF-STUD EX D -B 2x 3 SPF-#2 EX B -F 2x 3 SPF-#2 WG --- 2x 3 SPF-STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 24- 2- 0 BC Cont. 0- 0- 0 24- 2 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.0 15.0 52.8 Spacing 24.0" L~u~ber Duration Factor 1.15 Plate Duration Factor 1.15 E -D 0.59 2125 T 0.20 0.39 D -S1 0.91 1229 T 0.27 0.64 S1-F 0.76 1229 T 0.27 0.49 F -C 0.92 1948 T 0.43 0.49 ............. Webs ............. E -G 0.44 740 T G D 0.50 1084 C D -B 0.29 536 T B -F 0.60 997 T F -I 0.30 647 C TL Dell -0.55" in D -SI L/512 LL Defi -0.36" in D -SI L/770 Shear // Grain in B -I 0.61 Plus 4 Wind Load Case(s) D LOCK 5.0x 6.0 0.7 3.1 0.76 Plus 2 Unbalanced Load Cases S1 LOCK 3.0x 4.0 Ctr Ctr 0.62 Plus i BC LL Load Case(s) : F LOCK 3.0x 4.0 Ctr Ctr 0.89 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx R~VIEWED BY: A 1367 544 3- 8 1-12 Robbins Engineering, Inc. Hz = -172 PO Box 280055 C 1448 662 5- 8 2- 4 Tampa, FL 33682 Hz = -248 .......... Top Chords .......... ADDITIONA~ SPECIFICATIONS. ........ Bottom Chords ......... Analysis Conforms To: OB Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Wind Loads ANSI / ASCE 7-98 T~uss is designed as a )4ain Wind-Force Resistance System. Wind Speed: 120 mph M~an Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Reef Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rein Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Eu~posure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Date Sealed: 9/27/2006 [[U# J~J6~7003~ Buil~in~ ~ & c R/T Type Span P1-H1 Left OH Right OH [ }ngmcermg _ SP 240200 6 0 1- 0- 0 i I06092633 7 4-7 7-0 14 DG 12 7-11 4x6 RO 6-6 B DG 14-10-8 Robbins Engin~erlng, Inc./Onlinm Plu~ ;%PPROX. TRUSS WEIGHT: 137.3 Online Plus -- Version 19.5.029 R~DATE: 27-SEP-06 CSI -size ..... Lumber TC 0.90 2x 4 SPF-2100 BC 0.99 2x 4 5PF-2100 EX D -Si 2x 4 SP-2400 WB 0.57 2x 3 SPF-ST~D EX D -B 2x 3 SPF-#2 EX B -F 2x 3 SPF-#2 PB - - 2x 3 SPF-STUD TC Cont. 0- 0- 0 24- 2- 0 BC Cont. 0- 0- 0 24- 2 0 Loading Live Dead {psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.9 15.0 52.8 Spacing 24.0" Lum~er Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=l.00 FC=i.00 Ft=l.00 BC Fbi1.00 F~I.00 Ft=l 00 Load Case # I BOCA & Snow Load Lumber Duration Factor 1.15 Plato Duration Factor 1.15 plf - Live Dead From TO TC V 76 14 0.0' 24.2' BC V 0 16 0.0' 24.2' BC V 0 44 6.5~ 15 7' BC V 40 0 9.1' Plus 4 Wind Load Caso(s) Plus 2'Unbalanoed Load Cases Jt React Uplft Sizo Req'd Lbs Lbs In-Sx In-Sx A 1561 348 3- 9 2 0 Hz = -172 J 74 249 5- 8 1- 8 C 1621 376 5- 8 2- .......... Top Chords ........ B -I 0.60 2293 C 0.04 0.56 I -C 0.90 2504 C 0.05 0.85 ........ Bottom Chords ........ A -E 0.61 2437 T 0.25 0.36 E -D 0.98 2572 T 0.26 0.72 D -S1 0.94 1441 T 0.12 0.82 S1-F 0.83 1441 T 0.~2 0.71 F ~J 0.90 2223 T 0.22 0.69 J -C 0.77 2223 T 0.23 0.54 ............. Webs ............. E -G 0.50 846 T G -D 0.57 1240 C D -B 0.25 740 T B -F 0 . 44 1209 T F -I 0.29 625 C TLDefl -0.90" ~n D -Si L/220 ~D~fl -0.33" in D -S1 L/602 Plates for eaeb ply each face. pLATING CONFO~ TO TPI. PLATE %-ALUES ~%y BE %~RIFIED WIT~ ROP~INS MANUFACTURING. A~alysis Co~fo~ TO: ANSI/TPI 95 & 02 OH Loading Soffit psf 2.0 Design chocked for LL on BC per BOCA (section 1606.2.3}, IBC/I~C-2003 and FBC 2004 (section 1607.1), 20.0 psf. Wind Loads - ANSI / ASCE 7-98 Wind Speed: 120 m~h Mean Roof ~eight: 25-0 Building TSmpe: Enclosed BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Rain Load 0.0 psf Thermal Factor 1.0 License #:~773~7 1 Address P O Box 250055 ]ampa FI 336g~ Date Sealed 9/27/2006 J607003R B9G 4 U# J#J607003R Build/ngs B & C R/T Type Span p1-H1 Left OH Right OH ~ngmeerm~ SP 240200 6 0 1- 0- 0 106092633 DG 12-7-11 4x4 HO 6 6 B DG 14-10 W:508 U: 662 o° TC 0.97 BC 0.64 EX A -E EX E -D WB 0.50 EX D -B Onllne Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size ..... Lumber .... 2x 4 SPF-#2 2x 4 SPF-~2 2x 3 SPF-2100 2x 4 SPF-2100 2x 3 SPF-STUD 2x 3 SFF-#2 2x 3 SPF-#2 2x 3 SPF-STUD Brace truss as follows: O.C. From TO TC Cont. 0- 0- 0 24- 2- 0 BC Cont. 0- 0- 0 24- 2- 0 Plus 4 Wlnd Load Case(s) Plus 2 Unbalanced Load Cases Jt P~act Uplft Size R~q'd Lbs Lbs In-Sx In-Sx A 1281 544 3- 8 1-10 Hz = -172 C 1375 662 5- 8 2- 3 HZ = -248 Ma~9~r CSI P Lbs ~i-CSI-B~d .......... TOp Chords .......... A -G 0.87 2105 C 0.05 0.82 G -B 0.97 i441 C 0.04 0.93 B -I 0.94 1732 C 0.03 0.91 I -C 0.94 2014 C 0.03 0.91 ........ Bottom Chords ......... A -E 0,80 1865 T 0.24 0.56 E -D 0.47 1997 T 0.19 0.28 D -S1 0.46 1130 T 0.25 0.21 S1 F 0.48 1130 T 0.25 0.23 F -C 0.64 1798 T 0.40 0.24 ........... Webs ............. E -G 0.44 731 T G -D 0.50 1094 C D -B 0.29 455 T B -F 0.59 890 T F -I 0.30 662 C TL D~fl -0.34" In D -SI L/829 LL Dell -0.15" in D -Si L/999 Hz Disp LL DL TL Jt C 0.05" 0.02" 0.07" Shear // Graln in B -I 0.62 Plates for each ply each face. PLATING CONFO~b~ TO TPI. A LCCK 5.0x 6.0 3.0 0.7 0.99 Scale: 0260" = 1' Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Refer to Gert Det 3 series for web bracing and plating. Wind Loads - ANSI / A~CE 7-98 Truss is designed as a Main Wind-Force Resistance Syste~. Wind Speed: 128 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf ~of Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 E~osure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max com~. force 2105 Lbs Quality Control Factor 1.25 Addre% P 0 Box 280055, Tampa, FI 33682 Dale Sealed: 9/27/2006 Job Mark I Quan Type Span P1-H1 Left OH Right OH J607003R BI0 I 4 TR 240200 6 0 1- 0- 0 : 106092633 U# J#J607003R Buildings B & C R/T 7-4-7 7-0-14 DG 13-1-12 4x6 HO 1-6-6 B DG 14-10 8 Robblns Eng.neering, Inc./Online PlusTM A~PROX. TRUSS ~IGHT: 142.0 LBS BC 0.o 8.0 H -F 0.58 91 T 0.01 0.57 F -B 0.59 2040 C 0.02 0.57 B -G 0.61 2285 C 0.04 0.57 S -C 0.85 2555 C 0.05 0.50 ........ Bottom Chords ......... I -E0.77 1836 T 0.15 0.62 E ~51 0.87 1450 T 0.12 0.75 S1-D 0.78 1450 T 0.12 0.66 D -J 0.86 2273 T 0.23 0.63 J -C 0.70 2273 T 0.23 0.47 ............. W~s ............. LL Defl -0.28" in E -S1 L/704 Shear // Grain in Sl-D 0.55 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAX BE VERIFIED WITH ROBBIN$ M~/~3FACTItRiNG. GRIP BASED ON SPF & SYP L~ER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 P~FER TO ROBBINS ENG. GENERAL .......... Top Chords ......... Date Sealed: 9/27/2006 Job i Mark i ~~ Type Span P1-H1 Left OM Right OH I ing,necrmg 3607003R i B1 1 'iR 260200 6 1- 0- 0 1- 0- 0 ~ H)6092633 U~ JgJ669~03R ~uil~ngs B & d R/T 7-4-7 7 0-14 w:508 w:508 672 u: 35 DG 14-10 8 4x4 HO 6 6 B DG 14 10-8 o W:508 W:408 U: 22 U: 679 ~ 26-2-0 Scale 0236" 1' Online Plus -- Version 19.5.029 RON DATE: 27-SEP-06 CSI -Size ..... Loner .... TC 0.66 2x 4 SPF 2100 BC 0.97 2x 4 SPF-#2 ~ 0.30 2x 3 SPF-STUD ECl E -B 2x 3 SPF-#2 EX B -D 2x 3 SPF-#2 Live Dead (psf) 37.8 7.0 0.0 8.0 37.8 15.0 52.8 L~unber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 W~nd Load Case(s) Plus 2 Ur~0alanced Load Cases Plus 1 BC LL Load Case(s) Jt React Uplft Slze Req'd .......... Top Chords .......... I -F 0.86 2361 C 0.04 0.62 F -B 0.55 2087 C 0.02 0.53 B -G 0.55 2104 C 0.02 0.53 G -C 0.65 2377 C 0.04 0.61 ........ Bottom Chords ........ I -A 0.71 2101 T 0.46 0.25 A -E 0.86 2101 T 0.46 0.40 E -Sl 0.97 1412 T 0.31 0.66 S1-D 0.85 1412 T 0.31 0.54 D -J 0.91 2116 T 0.47 0.44 J -C 0.64 2116 T 0.47 0.17 ............ Webs ............. F -E 0.30 646 C E -B 0.57 947 T B -D 0.59 964 T D -G 0.30 646 C TL Dell -0.58" in E -Si L/308 LL Dell -0.41" in E -SI L/440 Shear // Grain in F -B 0.52 Plates for each ply each face. PLATING CONFOP~4S TO TPI. Tzusses Manufactured by: Onsi~n checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Wind Loads - ANSI / ASCE 7-98 Date Sealed 9/27/2006 J607003R 12 ~2 U# J#J607003R Buildings B ~ ~ R/T- TSnpe Span P1-H1 Left OH Right OH [ Engineenn8!~ TR __260200__ 6 1- 0- 0 1- 0- 0 I06092633 I rT W:508 W:508 W:508 W:408 ~: 1084 R: 56 R:1662 R: 746 496 U: 29 U: 531 U; 351 o~ Online Plus -- Version 19.5.029 RUN DATE: 27-5EP-06 CSI -Size ..... Lumber .... TC 0.92 2x 4 SPF-#2 EX B -C 2x 4 SPF-2100 BC 0.04 2x 4 SPP-#2 WB 0.38 2x 3 SPF- STUD Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Plus 1 BC LL Load Case(s) : Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx I 1084 496 5- 8 1-11 HZ = 207 A 57 30 5- 8 1- 8 J 1663 531 5- 8 2- 7 C 746 351 4- 8 I- 8 HZ = -206 b~mbr CSI P Lbs ~xl-CSI-Bnd .......... Top Chords .......... I -F 0.92 1329 C 0.01 0.91 F -B 0.92 1000 C 0.01 0.91 B -G 0.71 190 T 0.00 0.71 G -C 0.71 610 C 0.00 0.71 ....... Bottom Chords ........ I A 0.43 1194 T 0.25 0.18 A -E 0.64 1194 T 0.26 0.38 E -Sl 0.60 438 T 0.09 0.51 Si-J 0.83 438 T 0.09 0.74 J -C 0.64 567 T 0.12 0.72 F -E 0.30 660 C E -B 0.59 947 T B -J 0.33 913 C 1 Br J G 0.38 744 C TL Defl -0.31" in E -SI L/420 LL Dell -0.23" in E -S1 L/569 Shear // Grain in F -B 0.61 Plates for each ply each face. PLATING CO~FFORb~ TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP L~ER USING GROSS ~ TEST. I LOCK 4.0x 4.0 1.0 0.3 0.88 F LOCK 2.0x 4.0 Ctr Ctr 0.46 B LOCK 4.0x 4.0 Ctr Ctr 0.80 G LOCK 2.0x 4.0 Ctr Ctr 0.47 C LOCK 4.0x 4.0-1.0 0.3 0.88 E LOCK 3.0x 4.0 Ctr Ctr 0.84 S1 LOCK 3.0x 6.0 Ctr Ctr 0.93 J LOCK 3.0x 4.0 Ctr Ctr 0.58 O~ Load/rig Soffit psf 2.0 ~sign checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1}, 20.0 psf. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance S~stem. Wind Speed: 120 mph Mean Reef Height: 25-0 F~xposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per A SCE 7-02 Ground Snow Load = 45.0 psf Rein Load = 0.0 psf Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.0 Unbalanced Load Factor 1.2 Load Factors = 1.25 and 0.00 Max comp. force 1329 Lbs Quality Control Factor 1.25 kJ ensc, 077357-1 A[~c~ess P O Box 280055 Tampa FL 33682 Date Sealed 9/27/2006 Job i ~rk / Q~[n Type Sp~q J607003R B13i 16 TR 230500 U# J#J607003R Buildings B & C R/T P1-H1 Left OH Right OH ! }n?ncc..g 6 0 ~ 11 '106092633 DG 13 3-1 4x4 HGR W:508 W:508 R: 875 R:1467 R: 507 U: 348 U: 546 U: 184 Robblns Engineering, Inc./Onlzne PlusTM APPROX. Online Plus -- Versxon 19.5.029 RON DATE: 27-SEP-06 CSI -Size ..... Lurer .... TC 0.83 2x 4 SPF #2 EX B -C 2x 4 SPF-2100 BC 0.60 2x 4 SPF-#2 Plus 4 Wind Load Case(a) Plus 2 U~.balanced Load Cases Plus I BC LL Load Case(s) Jt React Uplft Size Req'd Lbs LbS In~Sx In-$x A 975 348 3- 8 1- 6 Hz = -231 G 1467 546 5- 8 2- 2 D 509 185 5- 9 1- 8 Hz = -194 Membr CSI P Lbs ~l-CSI-Bnd .......... Top Chords .......... E -H 0.83 93 T 0.03 0.80 H -B 0.91 769 C 0.01 0.80 B -I 0.67 197 T 0.00 0.67 I -C 0.68 102 T 0.01 0.67 ........ Bottom Chords ......... A -F 0.60 869 T 0 190.41 F -81 0.55 329 T 0.07 0.49 S1-G 0.58 329 T 0.07 0.51 G -D 0.58 373 T 0.08 0.50 A -E 0.07 187 C WxndLd A -H 0.89 1092 C H -F 0.19 417 C F -B 0.47 719 T B -G 0.32 888 C I Br G -I 0.35 681 C I -D 0.39 441 C D -C 0.08 233 C WxndLd LL Deli 0.10" in G -D L/943 Shear // Grain in H B 0.60 Plates for each ply each face. PLATING CONFOR~S TO TPI. Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO ROBBIN$ ENG. GENERAL NOTES ~ND SYMBOL8 SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRI~--NGLE BUILDING PRODUCTS Analysis Conforms TO: TRUSS WEIGHT: 146.0 ANSI/TPI 95 & 02 Design checked for LL on per BOCA (section 1606.2.9), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Wind Loads - ~/~SI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Address P 0 Box 280055, 'lampa, FL 33682 Date Sealed 9/27/2006 J607003R BI4 8 ' U# J#J607003R Buildings B & C R/T Type Span P1-H1 Left OH Right OH En~ineerm[, TR 230500 6 0 0 T06092633 7-0-14 DG 13 3-1 4x4:7 HO 1-5-10 B DG 14-1-5 HO 11-10 HGR W:508 W:508 R:1125 R: 175 R:l171 U: 514 U: 18 U: 533 6-70 18-8-121 15-10-0 I --23-5-0 - 23 5-0 - '- ~/ 2 0-01 Scale: 0255" - 1' Robblns Engineerxng, Inc./Onllne Plus~ APPROX. TRUSS WEIGNT: 145.9 LBS Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size ..... Lumber .... TC 0.99 2x 4 SPF-#2 BC 0.56 2x 4 SPF-#~ WB 0.55 2x 3 SPF-STUD EX F -B 2x 3 SPF-#2 EX B -J 2x 3 SPF-#2 EX I -D 2x 3 SPF-#2 Brace truss as follows; O.C. From To TC Cont. 0- 0- 0 23- 5- 0 BC Cont. 0- 0- 0 23- 5- 0 WB 1 rows CLB on A -~ WB i rows CLB on F -B WB i rows CLB on I -D Attach CLB wlth (2)-10d nails Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 W1nd Load Case(s) Plus 2 Unbalanced Load Cases Jt R~act Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 1126 514 3- 8 1-12 .......... Top Chords ........ ........ Bottom Chords ...... A -F 0.50 1198 T 0.26 0.24 F -G 0.56 962 T 0.21 0.35 G -Sl 0.56 962 T 0.21 0.35 Sl-J 0.30 962 T 0.21 0.09 J -D 0.53 1453 T 0.32 0.21 A -E 0.07 182 C WindI~ A H 0.55 1505 C 1 Br H -F 0.17 382 C F -B 0.14 420 T i Br S -J 0.51 718 T J -I 0.24 529 C I -D 0.47 1714 C I Br D -C 0.08 243 C Winded TL Dell -0.15" in A -F L/641 L~ Dell -0.08" in A -F L/999 Shear // Grain in B -I 0.63 Plates for each ply each face. PLATING CONFORMS TO TPI. Tampa, FL 33682 A~alysis Conforms TO: ANSI/TPI 95 & 02 Desxgn checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and F~C 2004 (section 1607.1), 20.0 psf. Wlnd Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Maan Bo0f Seight: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building T~pe: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per A SCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 [)ate Sealed 9/27/2006 Job ~k I Quan J607003R B15 4'2p U# J#J607003R Buildings B & C R/T Type Span P1-H1 Left OH Right OH I I"Dneenn~ SP 320800 6 0 0 i ] 0609__263 ~ DG 19 0 12 HO 6-6 U:1490 si 4x6~ N R Bxl0 8x10 % Online Plus - Version 19.5.029 RUN DATE: 27-SEP-06 Jt React Uplft Sxze Req'd ........ TOp Chords ....... A -I 0.60 6839 C 007 0.53 ...... Bottom Chord~ ...... ;950 W:508 R:9134 U:3393 P I 27-°-. 27-02~ { 32 8-0 32-8-0 TRUSS ~IGHT: 311.8 L~S SCale 0 195" 1' J607003R[ ~15 i ~*2P U# J#J607003R Buildings B & C R/T Type Span P1-H1 SP 320800 6 0 0 T06092633 Type Span P1-H1 Left OH Right OH Lngmce,,n,~ FLAT 81108 60600 0 0 r060926~3 Job ! ~rk Q~L~1 J607003R I ~!~_ ~ U# J#J607003R Buildings B & C R/T 6 6-0 _- Online Plus -- Version 19.5.029 RUN CATE: 27-SEP-06 CSI -Size ..... Lumber .... TC 0.63 2x 3 SPF-2100 BC 0.30 2x 8 SP 2400 WB 0.76 2x 3 SPF 2100 Brace truss as follows: O. C. From TO TC Cont. 0- 0- 0 8-11- 8 BC Cont. 0- 0- 0 8-11- 8 Loading Live Dead (psf) TC 30.0 7.0 BC 0.0 8.0 Total 30.0 15.0 45.0 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=l. 00 Fc=l. 00 Ft=l.00 BC Fb--l.00 FC--i.00 Ft 1.00 Load Case ~ i Girder & Snow Lo Lumber Duration Factor 1.15 Plate Duration Factor i. 15 plf - Live Dead From TO TC V 76 14 0.0' 9.0' BC V 378 166 0.0' 9.0' Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx D 2838 1676 3- 8 2- 6 Hz = -496 C 2838 1506 5- 9 2- 6 HZ = 497 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords ......... A -E 0.63 1154 C 0.01 0.62 B -B 0.63 1154 C 0.01 0.62 ........ Bottom Chords ......... D -F 0.30 354 T 0.00 0.30 F -C 0.30 354 T 0.00 0.30 ............. Webs ............. D -A 0.73 1768 C WindLd A -F 0.76 1979 T F -E 0.19 482 C F -B 0.63 1979 T C -B 0.73 1768 C WindLd TL Dell -0.06" in F -C L/999 LL Dell -0.04" in F -C L/999 Shear // Grain in D -F 0.86 Plates for each ply each face. P~VIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactursd by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: A~SI/TPI 95 & 02 Girder Common Loading BC Span 22- 0- 0 Provide connection to bearing for 496 Lbs Boriz Reaction Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Prevent truss rotation at all bearing locations. Provide drainage to prevent water pending. Use properly rated hangers for loads framing into girder Date Scaled 9/27/2006 aob ~ark Quan Type Span Pi-H1 Left OH Right OH Engineering J607003R B17~ TR 171000 6 1- 0- 0 1- 0- 0 /06092633 U# J#J607003R Buildings B & C R/~ DG 10-2-10 ¢x4 K J Robbins Engineering, Inc./Onllne PlusTM APPROX. TRUSS ~IGHT: 96.5 LBS ............ Webs ............. K -N 0.10 295 C Online Plus -- Version 19.5.029 J -O 0.06 195 C RLrN DATE: 27-$EP 06 Z P 0.10 230 C H -B 0.04 89 C CSI -Size ..... Lumber .... G -Q 0.10 230 C TC 0.15 2x 4 SPF-~2 F -R 0.06 195 C BC 0.11 2x 3 SPF #2 E -S 0.10 295 C WB 0.10 2x 3 SPF-STUD PB --- 2x 3 SPF-STUD TL Defl -0.01" in E -C L/999 LL Defl 0.00" in E -C L/999 Brace truss as follows: Shear // Grain in A -N 0.27 O.C. From To TC Cont. 0- 0- 0 17-10- 0 Plates for each ply each face. BC Cont. 0- 0- 0 17-10- 0 PLATING CONFORMS TO TPI. PLATE V~L~S MAY BE VERIFIED Loading Live Dead (psf) ~;IT8 ROBBINS MA~3FACTU~ING. TC 37.8 7.0 GRIP BASED ON 8PF & SXP LUM~ER BC 0.0 8.0 USING GROSS ~ TEST. Total 37.8 15.0 52.8 Plate - LOCK 20 Ga, Gross Area Spacing 24.0" Plate - RHS 20 Ga, Gross Area Lumber Duration Factor 1.15 Jt Type Plt Size X I JSI Plate Duration Factor 1.15 A LOCK 4.0x 4.0 2.0 0.5 1.01 TC Fb=1.15 FC=i.10 Ft=l.10 N LOCK 1.0x 3.0 Ctr Ctr 0.77 BC Fb=l.10 Fc=l.10 Ft=l.10 O LOCK 1.0x 3.0 Cfr Ctr 0.77 P LOCK 1.0x 3.0 Ctr Ctr 0.77 B LOCK 4.0x 4.0 Ctr Ctr 0.61 Plus 4 Wind Load Case(s) Q LOCK 1.0x 3.0 Ctr Ctr 0.77 Plus 2 u~balanced Load Cases R LOCK 1.0x 3.0 Ctr Ctr 0.77 S LOCK 1.0x 3.0 Ctr Ctr 0.77 Jt React Uplft Size Req'd C LOCK 4.0x 4.0-2.0 0.5 1.01 Lbs Lbs In-Sx In-Sx K LOCK /.0x 3.0 Ctr Ctr 0.9~ Cont. Brg 0- 0- 0 to 17-10- 0 J LOCK 1.0x 3.0 Ctr Ctr 0.91 2070 959 HZ = 141 I LOCK 1.0x 3.0 Ctr Cfr 0.91 B LOCK 1.0x 3.0 Ctr Ctr 0.91 Membr CSI P Lbs AX1-CSI-Bnd S1 LOCK 3.0x 4.0 Ctr 0.2 0.61 ...... Top Chords ........ G LOCK 1.0x 3.0 Ctr Cfr 0.91 A -N 0.15 131 C 0.00 0.15 F LOCK 1.0x 3.0 Cfr Ctr 0.91 N O 0.15 141 C 0.00 0.15 E LOCK 1.0x 3.0 Ctr Ctr 0.91 O -P 0.00 176 T 0.00 0.08 P -B 0.00 220 T 0.00 0.08 B -Q 0~08 220 T 0.00 0.08 P~EVIEWED Q -R 0.08 176 T 0.00 0.00 Robbins Engineering, Inc. R -S 0.15 141 C 0.00 0.15 PO Box 280055 S -C 0.15 131 C 0.00 0.15 Tampa, FL 33682 ........ Bottom Chords ......... A -K 0.11 0 T 0.00 0.11 P, EFER TO ROBBINS ENG. GENER~L K -J 0.06 0 T 0.00 0.06 NOTES AND SI~qBOLS SHEET FOR J -I 0.02 0 T 0.00 0.02 ADDITIONAL SPECIFICATIONS. I -H 0.02 0 T O.00 0.02 H -01 0.01 0 T 0.00 0.01 NOTES: 81-G 0.02 0 T 0.00 0.02 Trusses Manufactured by: G -F 0.02 0 T 0.00 0.02 TRIANGLE BUILDING PRODUCTS F -E 0.06 0 T 0.00 0.06 Analysis Conforms To: E ~C 0.11 0 T 0.00 0.11 ANSI/TPI 95 & 02 Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Prevent truss rotation at all bearing locations. Refer to Gen Der 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-98 Wind Speed: 120 m~h Rain Load 0.0 psf Date Sealed 912712006 Type Span P1-H1 Left OH Right OH [ngmeermg TR 171000 6 1- 0- 0 1- 0- 0 106092633 J607003R BI8 ~ fU# ~03R Buildings B i C R/T 5-3-7 4-I1 14 U: 508 DG 10-2 10 HO 6-6 17-10-0 RObbln8 Engin~ring, Inc./Online plus~ APPROX. TRUSS WEI~ST: 89.3 LBS Online Plus -- Versxon 19.5.029 D -B 0.28 467 T RUN DATE: 27 SEP-06 D -F 0.35 510 C CSI -Size ..... LLunber .... TC 0.54 2x 4 SPF-#2 BC 0.93 2x 3 SPF-#2 WB 0.35 2x 3 SPF-STUD WG --- 2x 3 SPF-STUD O.C. From TO TC Cont. 0- 0- 0 17-10- 0 BC Cont. 0- 0- 0 17-10- 0 ............. Webs ............ Wind Loads - ANSI / ASCE 7-98 E -D 0.35 510 C Truss is designed as a Main TL Dell -0.18" in A -D L/999 LL Defl -0.08" in D -Sl L/999 Shear // Grain in E -B 0.43 Plates for each ply each face. PLATING CONFOP~4S TO TPI. Loading Live Dead (psf) Plate - TC 37.8 7.0 Jt Type BC 0.0 8.0 A LOCK Total 37.8 15.0 52.8 E LOCK Spacing 24.0" B LOCK L%u~oer Duration Factor 1.15 F LOCK Plate Duration Factor 1.15 C LOCK TC Fb=l.15 Fo=i.10 Ft=l.10 D LOCK RHS 20 Ga, Gross Area Plt Size X Y JSI 3.0x 6.0 1.5 0.5 0.80 1.0x 3.0 Ctr Cfr 0.75 4.0x 4.0 Ctr Ctr 0.61 1.0x 3.0 Ctr Ctr 0.75 3.0x 6.0-1.5 0.5 0.80 3.0x 6.0 Ctr Ctr 0.44 3.0x 4.0 Ctr 0.2 0.78 Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Eeight: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 1394 Lbs Quality Control Factor 1.25 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd .......... Top Chords ....... ........ Bottom Chords ......... ~EVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 KEFER TO ROBBINS ENG. GENERAL NOTES AND SY~4~OLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIA/~GLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Dale Sea]ed 9/27/2006 Job Mark Quan T~pe Span P1-H1 Left OH Right OH ~60700~R BI9 32 JCA2 10708 6 1- 0- 0 0 ]06092633 U# J#J607003R Buildings B & C R/T (3)-16d toenails Scale 0824"-1' Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size ..... LLu~ber .... TC 0.23 2x 4 SPF-%2 BC 0.25 2x 4 SPF-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 1- 7- 8 BC Cont. 0- 0- 0 1- 7- 8 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plato Duration Factor 1.15 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs LbS In-Sx In-Sx A 179 151 5- 8 1- 8 Hz = 60 Hz = 37 TL Defl 0.00" in A -C L/999 LL Defl 0.00" in A -C L/999 Shear // Grain in A -B 0.22 Plates for each ply each face. PLATING CONFORMS TO TPI. A LOCK 3.0x 3.0 0.5 0.2 0.62 REVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. For proper znstallat~on of toe-nails, refer to the 2001 National Design Specification (NDS) for Wood Construction (section 1607.1), 20.0 psf. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Lead : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Lead Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 30 Lbs Quality Control Factor 1.25 NOTES: Trusses Manufactured TRI/~NGLE BUILDING PRODUCT~ Analysis Conforms To: ANSI/TPI 95 & 02 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... OH Leading A -B 0.23 30 C 0.00 0.23 Soffit psf 2.0 ........ Bottom Cho=ds ......... Design checked for LL on BC A -C 0.25 36 T 0.00 0.25 per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 ]russ DesiD) Enp_neer: Thomas A Albani Licen~ # 0773>7-1 Address P O Box 280055, ] amp& FI./3682 Date Sealed; 9/27/2006 Type Span P1-H1 Left OH Right OH / In~mcenng SP 210200 6 0 0 ~ '[06092633 J607003R B20 I 12 I US J#J607003R Buildings B & C R/~ DG t9-0-12 5x6= HO 6-6 B DG 9-11-5 · HO 6-9-6 6 BC~i~33-65-½82 iI io 10:8 lll:,_IUz~rl6rloro ~2Tz~-° 21-2-0 8-11 6 C 3x4- U: 389 Online Plus -- Version 19.5029 RUN DATE: 27-SEP-06 ......... Top Chords .......... -}{ 0.56 2069 C 0 03 0.53 -I 0.37 4638 C 0.16 0.21 -.91 0.82 1917 C 0.05 0.77 S1-M 0.81 1742 C 0 01 0.80 -L 0.59 82 T 0.00 0.59 ....... Bottom ChOrd~ -G 0.68 1706 T 0.25 0.43 -F 0.78 1811 T 0.19 0.59 -E 0.75 4067 T 0.42 0.33 -D 0.92 1681 T 0.17 0.75 -C 0.91 523 T 0.04 0.87 Plus 4 Wind Load Case(s) E LOCK 6,0x 8.0-0.5-0.5 0.99 Plus 2 Umbalancod Load Cases D LOCK 5.0x 6.0 0.7 3.1 0 84 C LOCK 3.0x 4.0 Ctr Ctr 0.75 Date Sealed 9/27/2006 J607003R B20 sp 210200 U# J#J607003R Buildings B & C R/T P1-H1 Left OH Right OH / Engineering 6 0 0~ ']'06092633 ~ob ~a=k Quart Type Span J607003R B21 h 24 TR 210200 U# J#J607003R Buildings B & C R/T DG 19-0 12 5x6= DG 9-11 5 HO6-6 B HO6-9-6 RobbinB Engineering, Inc./0nline PlusTM ~PROX. TRUSS WEIGHT: 136.5 LBS Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size ..... Lumber .... TC 0.99 2x 4 SP-2400 EX 81-B 2x 4 SPF-2100 EX B -K 2x 4 SPF-~2 BC 0.98 2x 4 8PF-2100 WB 0.65 2x 3 SPF-~2 EX N -H 2x 3 SPF-STUD EX H -M 2x 3 SPF-ST~D WG --- 2x 3 SPF-ST~D O.C. From To TC Cont. 0- 0- 0 21- 2- 9 BC Cont. 0- 0- 0 21- 2- 0 WB i rows CLB on B -L Attach CLB with (2)-10d nails at each web. Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.6 15.0 52.6 Spacing 24.0" Plate Duration Factor 1.15 TC Fb--l.00 FC=i.00 Ft=l.00 BC Fb=l.00 FC=I.00 Ft=l.00 Load Caae ~ i BOCA & Snow Load Lun~oer Duration Factor 1.15 BC V 0 16 0.0' 21.2' BC V 40 0 14.6' 19.1' .......... Top Chords .......... A -H 0.99 1925 C 0.01 0.98 H -81 0.99 1453 C 0.01 0.99 S1-B 0.63 1265 C 0.02 0.61 B -K 0.60 79 T 0.00 0.60 ........ Bottom Chords ......... A -N 0.42 1733 T 0.18 0.24 N -M 0.92 1710 T 0.17 0.75 M -82 0.80 547 T 0.05 0.75 S2-L 0.98 547 T 0.05 0.93 ............. Webs ............ N -H 0.04 59 C USING GROSS A/~EA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area ANSI/TPI 95 & 02 Provide connection to hearing for 530 Lbs Horiz Reaction Desitin ohecked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2064 (section 1607.1), 20.0 psf. No wind e~osure on right end. Wind Loads - ~SI / ASCE 7-98 License #: ~773~'~-1 Dale Sealed 9/27/2006 P1-H1 Left OH Righ0t OH I Imgim'¢rin~ 6 0 ~ 06092633 J~ ~k Quan Type Span J607003R B22 4 TR 210200 U# J#J607003R Buildings B & C R/~ DG 10 3 12 HO 2 9 6 R g Online Plus -- Version 19.5.029 RUN DATE: 27-$EP-06 CSI -Size ..... Lumber .... TC 0.51 2x 3 SPF-#2 BC 0.60 2x 3 SPF-#2 Brace t~ss as follows: O. C. From TO TC Cont. 0- 0- 0 21- 2- 0 BC Cent. 0- 0- 0 21- 2- 0 Load~ng Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0,, Lu~mber DuTatmon Faotor 1.15 Cont. Brg 0- 0- 0 to 21- 2- 0 2402 869 ~z = 643 ........ Bottom Chords ........ H -G 0.38 72 C 0.00 0.38 M -O 0.19 T 0 00 0.19 O -Q 0.14 T 0.00 0.14 S -Sl 0.09 T 0.00 0.09 S1-U 0.07 T 0.00 0.07 TRUSS W~IGHT: 151.4 LBS Y LO~K 2.0x 4 0 Ctr Ctr 0.00 F LOCK 1.0x 3.0 Ctr Ctr 0.91 per BOC-% (section 1606.2.3), IBC/IRC-2003 ~d F~C 2004 Date Sealed 9/27/2006 Job ~ I ~ark Q1/~tI T~e J607003R [ _ B22 i 4 ~R U# J#J607003R Buildings B & C R/~ --' Span P1-H1 Left OI~ Right OH En~inccr,n.~ 210200 6 0 0 F06092633 Type Span P1-H1 Loft OH Right 0~ i t.gmeerm~ TR 210200 6 0 0 106092633 J607003R B23 4 U# J#J607003R Buildings B & C R/T Ho 2-9 6 B HO 6-9-6 3x4: 4x4~ ~l Robbans Engineering, Inc./Onlzne plu~ APPROX. TRUSS WEIGHT; 141.7 LBS Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size ..... Lumber .... TC 0.73 2x 4 SPF-#2 EX C -B 2x 4 SPF 2100 BC 0.93 2x 3 SPF-2100 ~C 0.0 8.0 Jt Type Plt Size x Y JSI Total 37.8 15.0 52.8 M LOCK 1.0x 3.0 Ctr Ctr 0.83 Spacing 24.0" P LOCK 3.0x 4.0-0.8-0.2 0.84 L%u~ber Duration Factor 1.15 C LOCK 4.0x 4.0 Ctr Ctr 0.88 Plate Duration Factor 1.15 B LOCK 4.0x 4.0 Ctr Ctr 0.93 TC Fb=I.15 Fc=l.10 Ft=l.10 K LOCK 1.0x 3.0 Ctr Ctr 0.77 BC ~9~=1.10 Fc=l.10 Ft=l.10 A LOCK 3.0x 4.0 0.5 Ctr 0.88 O LOCK 3.0x 4.0 Ctr Ctr 0.49 Sl RHS 3.0x 7.0 Ctr 0.2 0.87 Plus 4 Wind Load Case (s) N LOCK 4.0x 4.0 Ctr Ctr 0.77 Plus 2 Unbalanced Load Cases L LOCK 3.0x 4.0 Ctr Ctr 0.70 Plus 1 BC LL Load Case(s) : Jt React Uplft Size Req'd REVIEWED BY: Lbs Lbs In-Sx In Sx Robbins Engineering, Inc. A 1314 492 5- 8 1-11 ~O Box 280055 Hz ~ 363 Tampa, FL 33682 L 1264 556 5 8 1-10 .......... Top Chords .......... ........ Bottom Chords ......... ANSI/TPI 95 & 02 O -S1 0.56 1476 T 0.19 0.37 S1-N 0.93 1476 T 0.19 0.74 N -L 0.91 489 T 0.06 0.85 ............ Webs ............. A -M 0.07 222 C A -P 0.60 1646 C 1 Br P -O 0.14 248 T O -C 0.13 184 C C -N 0.77 843 C N -B 0.77 1039 T B -L 0.55 1093 C 1 Br L -K 0.20 228 C TL Dell -0.68" in N -L L/359 LL Dell -0.38" in N -L L/642 Shear // Grain in C -B 0.59 Plates for each ply each face. PLATING CONFO~ TO TPI. for 362 Lbs Horiz Reaction Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. NO wind exposure On left end. No wind exposure on right end. Wind Loads - ANSI / ASCE 7-98 T~uss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Bumlding Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf EC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rein Load 0.0 psf I~porta~ce Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 U~balanc~d Load Factor 1.2 UP~0alanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 1646 Lbs Quality Control Factor 1.25 Date Sealed 9/27/2006 J60700}R B24 sp U# J#J607003R Buildings B & C R/T Span Pi-H1 Left OH Right OH Lnsmccrm~ 210200 6 0 0 · [06092633 DG 10-3-12 4x6 DG 9-11-5 40 2 9-6 B ~0 6-9-6 G W:508 __36 R:1358 U: 458 TC 3-6-12 I 9-0 0 I 11-10-4 h13~l ~-10-0 ~ 21-2-0 : 21-2-0 W:508 R:1506 U: 398 Scale: 0 253" M -N 0.80 1779 C 0.04 0.76 N -I 0.84 1799 C 0.09 0.75 I -J 0.52 1570 C 0.03 0.49 J -B 0.77 1042 C 0.01 0.76 B L 1.00 78 T 0.00 1.00 ---Bottom Chords ....... A -G 0.42 362 C 0.00 0.42 ......... Webs ............. Plus 4 Wind Load Case(s) E LOCK 4.0x 6.0-0.5-0.5 0 93 Plus 2 Unbalanoed Load Cases D LOCK 5.0x 6.0 0.7 3.1 0.77 C LOCK 3.0x {.0 Cfr Ctr 0.77 Jt ~act ~31ft S~z~ Req'd ........ Top Chords ........ NOTEs A~D SyI~OLS 8~ET FOR ~russ Desi/:m g~En inter Thomas A Albani hicense # ~)773~7 I Address: P O Box 280055. [amps FI 33082 Da~e Sealed: 9/27/2006 Job ~rk Quan Type Span J607003R B24 4 sP 210200 u# J#J607003R Buildings B & C R/T Unbalanced Loads Checked Load Factors = 1 25 and 0 00 ~ax ~omp. force 1799 Lbs ~ality Control Factor 1.25 PI-H1 Left OH Right OH 6 0 0 J607003R 825 16 st> 330800 6 o l- o- _o ro6092633 U# J~J607003R Buildings B & C R/T HO 2-9-6 6[ B ~DoG 19-0-12 692 3-S-i2 9 0-0 I li-lO-4 I i6-i0-0 I ~10-i~ om ~-5-S ~ ii ii-8 a311081 2i-0-12 M -R 0.72 2865 C 0.10 0.62 R -I 0 87 2885 C 0.16 0.71 Online Plus -- Version 19-5.029 I -J 0.55 3523 c 0.22 0.33 RIrN DATE: 27-SEp 06 J -B 0.65 2724 C 0.10 0.55 B -L 0.49 2989 C 0.05 0.44 C$I -Size ..... Lumber .... L $1 0.56 2939 C 0.10 0.46 ........ Top Chords .......... p LOCK 5 Ox 8.0 Ctr Ctr 0.79 TRUSS W~IG~T: 228.7 LBS S2 LOCK 3.0x 6.0 Ctr Ctr 0.94 O LOCK 2.0x 40 Ctr Ctr 0.40 I *cerise ~ 077357-1 Address P O Box 280055 Tampa. FI 33682 Date Sealed 9/27/2006 JOb ~rk Quan Type Span P1-H1 Left OH J607003R B25 16 sP 330800 6 0 u# J#J607003R Buildings B & C R/T Zone location; Exterior TC Dead /~Dad : 4 0 psf BC Dead Load : 5 0 psf Right OH ] t nglnccrmg 1- O- 0 [ 'I06(192633 JOb ~k Quan Type Span Pi-H1 Left OH Right OB 5n~inceri.~ J607003R B26 8 sm 330800 6 0 1- o- 0 T06092633 U# J#J607003R Buildings B & C R/T ..... 9-2-15 8-11-6 DG 10-3-12 5x6 HO 2 9-6 B DG 19 0-12 W:508 R:1867 U: 780 W:508 Scale: 0 184" - 1' Online Plus -- Version 19.5.029 RUN DATE: 27-SEP 06 CSI -Size .... Lumber .... TC 0.98 2x 4 SPF-2100 EX M -I 2x 4 SPF-#2 BC 1.00 2x 3 SPF-2100 EX A -83 2x 3 SPF-#2 WB 0.95 2x 3 SPF-STUD Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Plus 1 BCLL Load Case(s) Jt R~act Uplft Size Req'd ......... Top Chords .......... ........ Bottom Chords ......... -83 0.97 2656 T 0.82 0.15 83-D 0.90 2656 T 0.35 0.55 -P 0.85 1859 T 0.24 0.61 -$2 0.97 2796 T 0.37 0.60 S2 0 0.54 2795 T 0.37 0.17 -C 1.00 2795 T 0.37 0.63 ......... Webs ............ -M 0.07 223 C -S 0.95 2583 C 1 Br R 0.44 739 T -I 0.50 667 C -D 0.76 833 C -B 0.77 979 T -P 0.45 1327 T 1 Br -L 0.54 616 C Q 0.71 680 C -Q 0.03 71 T TL Dell -0.64" in D -P L/611 LL Defl -0.40" in D -P L/978 ~I;%NGLE BUILDING pRODUCTS Analysis Conforms TO; ANSI/TPI 95 & 02 Li ense # ~)773J7-1 A~:~res~ P O Box 280055. Tampa ~[. 33682 Date Sealed 9/27/2006 T~rpe Span P1-H1 Left OH J607003R_ B26A_ I U# J#J607003R Buildings B i C DG 10-3-12 5x6= HO 2 9 6 B HO 7-2 SCale 0 196" - 1' .......... Top Chords .......... T -$ 0.46 40 T 0.00 0.46 ........ Bottom Chords ......... R -S3 0.57 1316 T 0.41 0.16 S3-D 0.73 1316 T 0.17 0.56 D -p 0.66 334 T 0.04 062 p -82 0.66 600 T 0~08 0.58 s2-o 0.33 600 T 0.18 0 15 0 -c 0.40 600 T 0.18 0.22 ........ Webs ....... A T 0.07 222 C A -S 0.56 1517 C 1 Br S -R 0.11 194 T TRUSS WEIGHT: 200.1 LBS Analysis Conforms To: AR$I/TPI 95 & 02 Dale Sealed 9/27/2006 J607003R I B27 2o U# ~#J607003R Buildings B & C R/T Type Span P1-H1 Left OH Right OH Engineering DHP 470000 6 1- 0- 0 0 T06092633 10-1-3 9910 HO 6-6 7x6 LSPL M N H 3x6// 3x6- W:408 W:508 oR: 233 R: 3247 ~U: 474 U:1330 o S2 F 3x8 4x8 4x8-- 3x8 3X6- W:508 R:2665 34-7-0 [ 40 10 2 I 47-0-0 ] 37-7-12 I 47-0-0 Scale: 0 137" - 1' Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 TC 37.9 7.0 Plus 4 Wxnd Load Case(s) Plus 2 Unbalanced Load Cases Plus 1BC LL Load Case(s) Jt React Uplft Size R~q'd Lbs Lbs In-Sx In Sx A 234 474G 4- 8 1 8 HZ = 296 N 3248 1330 5- 9 3-14 D 2666 1091 5- 8 3- 6 HZ = -295 G -- Gravity Uplift .......... Top Chords .......... ADDITI~AL SPECIFICATIONS. NOTES: A~SI/TPI 95 & 02 Soffit psf 2.0 per BOCA {section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. W1nd Loads - ANSI / ASCE 7-98 License # ~)773~7 I Addre~ PO BOx 280055, 'la,~pa. }:L 33(~82 Date Sealed; 9;27/2006 DHP 470000 6 1- 0- 0 1- 0- 0~_/06092633 ,ob / ~.=k I Q~an J607003R1. B27A 0 US J#J607003R Buildings B & C R/T 10-1-3 9-9-10 ! 7x6 § R: aOO 3x8¢ 3x6 3x8~ B K C S3 F 3x8-- 4x8- S2 M G 3x6- DG 20-11-11 HO 6-6 W:508 R:2269 ~ U:I047 o o Scale 0 137"- 1' Robbins Engineering, Inc./Online plus~ APPROX. ~RUSS ~IGHT: 384.1 LBS ....... ~ottom Chor~ Online Plus -- Version 19.5.029 A %~; 0 46 526 C 0.00 0.46 RLrN DATE: 27-SEP-06 W-H 0.19 526 C 0.01 0.18 H -WW 0.25 595 T 0.10 0.15 .......... Top Chords ........ ~ LOCK 3.0x 6.0 0.9 Ctr 0.66 per BOCA (section 1606.2.3) , IBC/IRC-2D09 and F~C 2004 L~¢¢nse # ~773~-I Address: PO Box280055. lamps kl 33/>82 Date Sealed: 9/27/2006 DHP 470000 6 1- O- 0 1- 0- 0 T06092633 L J607003R B27A 8 i U#-J#J607003R Buildings B i C R/-T U~balanced Loads Chocked Load Factors = 1.25 ~d 0.00 Max comp force 3686 Lbs Quality Control Factor 1.25 Job ~k I Quan Type Span P1-B1 Left OH Right OB In~mcenn~ J607003R B28 [ 28 TR 91100 6 9- 4 9- 4 '106092633 U~ J#J607003R Buildings B & C R/T 2-5-13 2-4-3 DG 4-9-10 4x4 l~{hack c09nection md top chord fa1 bracing retirements. TC 9-4 Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size ..... L~er .... TC 0.56 2x 3 SPF-#2 BC 0.35 2x 3 SPF-#2 WB 0.01 2x 3 SPF-STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9-11- 0 BC Cont. 0- 0- 0 9-11- 0 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAy DE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Loading Live Dead (psi) REVIEWED BY: TC 37.8 7.0 Robbins Engineering, Inc. BC 0.0 8.0 PO Box 280055 Total 37.8 15.0 52.8 Tampa, FL 33682 Spacing 24.0" Lumber Duration Factor 1.15 REFER TO ROBBINS ENG. GENERAL Plate Duratxon Factor 1.15 NOTES AND SYMBOLS SHEET FOR TC Fb=l.15 FC=i.10 Ft=l.10 ADDITIONA3~ SPECIFICATIONS. NOTES: Trusses Manufactured by: Plus 4 Wind Load Case (s) TRIANGLE BUILDING PRODUCTS Plus 2 Unbalanced Load Cases Analysis Conforms TO: ANSI/TPI 95 & 02 Jt React Uplft Size Req'd OH Loading Lbs Lbs In SX In-Sx Soffit psi 2.0 Cont. Brg 0- 0- 0 to 8- 4 S Design checked for LL on BC 1028 524 HZ = 63 per BOCA (section 1606.2.3), IBC/IRC-2003 and FEC 2004 Membr CSI P Lbs Axi-CSI-Bnd (section 1607.1), 20.0 psi. .......... Top Chords .......... Refer to Gen Dst 3 series for A -B 0.56 446 C 0.00 0.56 web bracing and plating. B -C 0.56 446 C 0.00 0.56 Wind Loads - A/gSI / ASCE 7-98 ........ Bottom Chords ......... Truss is designed as a Main A -D 0.35 73 C 0.00 0.35 Wind-Force Resistance System. D -C 0.35 73 C 0.00 0.35 D -B 0.01 30 T TL Defl -0.06" in D -C L/999 LL Defl -0.05" in D -C L/999 Shear // Grain in A -B 0.48 Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building ~e: Enclosed Zone location: Exterior TC Dead Load : 4.0 psi BC Dead Load : 5.0 psi Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psi Rain Load 0.0 psi Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.S Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 446 Lbs Quality Control Factor 1.25 Dale Sealed: 9/27/2006 Job ] Mark I Quan Type Span P1-H1 Left OH Right OH fngmecring J607003R I B29 z6 sP 330800 6 0 z- o- 0 ~06092633 u# J#J607003R Buildings B & C R/T DG 10-3 12 5x6 , DG 19-0-12 HO 2-9-6 61 B HO 6-6 P S2 5x8= 3x8-- L 21-0-12 [ 27-5-0 21-0-12 I 27 5-0 5x6= o Plus 4 Wind Load Case(a) Plus 2 Unbalanced LOad Cases ......... Top Chords ....... M R 0.74 2878 C 0.10 0.64 R -I 0.89 2900 C 0.16 0 73 I J 0.65 3629 C 014 0.51 J -B 0.82 2793 C 0.12 0.70 B -L 0.49 3005 C 0.05 0.44 L -S1 0.57 2957 C 0.11 0.46 S1-Q 0.55 3085 C 0.05 0.50 Q -C 0.83 3541 C 0.i0 0.73 ...... Botto~ Chords ....... A -G 0.32 127 T 0 00 0.32 G -F 0.77 142 T 0.00 0.77 F -E 0.89 3711 T 0.39 0.50 E -D 0.97 3454 T 0.36 0.61 D -p 0.84 2092 T 0.22 0.62 p -S2 0.87 3152 T 0.33 054 S2-O 0 53 3152 T 0.33 0.20 0 C 0.83 3152 T 0.33 0.50 ............ Webs .......... A -M 0.64 1891 C M -F 0.44 3009 T TRUSS WEIGHT: 227.8 LBS P I~CK 5.0x 8.0 Ctr Ctr 0.81 S2 LOCK 3.0x 8.0 Ctr Ctr 078 O LOCK 2.0x 4 0 Ctr Ctr 0.40 Dale Sealed 9/27/2006 Job i~ark i Quart T~pe Span P1-H1 Left OH R/ght OH E~in~,~,~ J607003R ._ B29 16 sP 330800 6 0 1- o- 0 T06092()33 U# J#J607003R Buildings B & C R/T Building ~: Enclosed ~ Quan Type Span P1-H1 Left OH Right OH i Enginecrin~ J607_0~)3R i B29A 4 SP 330608 6 0 0 1106092633 U# J#J607003R Buildings B & C R/T W: 508 W:508 R:1178 R:2653 R: 633 U: 414 U: 781 U: 177 TC 3-6-12 [ 9-0-0 -- I 11-4-4 I 16-10-0 21-0-12 27-5-0 33-6-8 ...... T(~0 Chords S R 062 1579 C 0.03 0.59 Online Plus -- Version 19.5.029 R -I 0.65 1599 C 0.05 0.60 R~ DATE: 27-SEp 06 I -J 0.49 1208 C 0 01 0.48 J -B 0.56 719 C 0.00 0.56 CSI Slze .... L%nnber - B -L 0.84 577 T 0.01 0.83 TC 0.98 2x 4 SpF-#2 L -Sl 0.91 605 T 0 08 BC 0.71 2x 4 8~F-#2 Sl Q 0.98 572 T 0 01 0.97 EX E -D 2x 4 $PF-2100 Q -C 0.97 592 C 0.00 0.97 EX D -S2 2x 4 8PF-2100 ........ Bottom Chords W~ 0.99 2x 3 SPF-ST~ A ~G 0.14 124 T 0 O0 0.14 EX F I 2x 3 SPF-#2 G -F 0.27 135 T 0.00 0.27 TRUSS ~IGHT: 225.2 ~S E LOCK 5.0x6.0-0.51.00.98 D LOCK 5.0x6.00.73.10.73 p LOCK 4~0xS.0CtrCtr0.70 S2 LOCK 3.0x 6.0 Ctr Ctr 0.72 O LOCK 2.0x4.0Ctr Ctr0.40 Addre~.s P O Box 2g0055~ Tampa, FL 33682 Dalc Sea}ed 9/27/2006 [ J607003R ~ B29A 4 LU~ J#J-60700~R Buildings B & C R/T Type Span P1-H1 SP 330608 6 Left0 OH Right0 OH [ T06092633~ngmeeling ~ Job PL~rk Quan Type Span Pl-H1 Left OH Right OH / Inglnccnng J607003R B30 2 TR 80300 6 0 0! 106092633 U# J#J607003R Buildings B & C R/T 2-7-2 DG 4-10 8 W:408 R:1742 U: 685 W:408 R:1742 U: 685 8-3-0 Scale 0 630" ........ Bottom Chords ......... A -D 0.75 1725 T 0.31 0.44 Online Plus -- Version 19.5.029 D -C 0.75 1725 T 0.31 0.44 RUN DATE: 27-SEP-06 ............. Webs ............. D -B 0.82 1362 T C$I -Size ..... L%tmber .... TC 0.38 2x 4 SPF-#2 TL Defl -0.05" in A -D L/999 BC 0.75 2x 6 SPF-#2 LL Defl -0.04" in A -D L/999 WB 0.82 2x 3 SPF-STUD Shear // Grain in A D 0.81 Brace truss as follows: Plates for each ply each face. O.C. From To PLATING CONFORMS TO TPI. TC Cont. 0- 0- 0 8- 3- 0 PI~TE VALUES MAY BE VERIFIED BC Cont. 0- 0- 0 8- 3- 0 WITH ROBBING MANUFACTURING. GRIP BASED ON SPF & GYP LUMBER Loading Live Dead (psf} USING GROSS AR~A TEST. TC 30.0 7.0 Plate - LOCK 20 Ga, Gross Area BC 0.0 8.0 Plate - RHS 20 Ga, Gross Area Total 30.0 15.0 45.0 Jt T~q~e Plt Size X Y JSI Spacing 24.0" A LOCK 4.0x 4.0 Ctr Ctr 0.81 Lumber Duration Factor 1.15 B LOCK 4.0x 4.0 Ctr Ctr 0.82 Flare Duration Factor 1.15 C LOCK 4.0x 4.0 Ctr Ctr 0.81 TC Fb=l.00 FC--I.00 Ft--1 00 D LOCK 3.0x 6.0 Ctr-l.6 0.98 BC Fb=l.00 Fc=I.00 Ft=l.00 Load Case # 1 G~rder & Snow Lo REVIEIFED Lumber Duration Factor 1.15 Robbins Engineering, Inc. Plato Duration Factor 1.15 PO Box 280055 plf - Live Dead From To Tampa, FL 33682 TC V 76 14 0.0' 8.2' BC V 227 106 0.0' 8.2' REFER TO ROBBING ENG. GENERAL Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req~d Lbs Lbs In-Sx In Sx A 1742 686 4- 8 2-12 HZ = 64 C 1742 686 4- 8 2-12 Hz = -63 .......... Top Chords .......... NOTES AND SY14BOLS SHEET FOR ADDITION~L SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Girder Common Loading BC Span 14- 0 0 Design checked for LL On BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Use properly rated hangers for loads framing into girder tr~es. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 1924 Lbs Quality Control Factor 1.25 Dale Sealed 9/2712006 J~ Mark Quan Type Span P1-H1 J607003R B31 i 2 ?R 80300 6 =_U~ J#J607003R Buildings B & C R/~ ..... Left OH Right OH Engmecnng 1- 0- 0 1- 0- 0 F06092633 2-9-9 2-7-2 DG 4 10-8 HO 6-6 4X4 HO 6-6 Scale: 0 612" = 1' Online Flus -- Version 19.5.029 RUN DATE: 27-SEF-06 CSI -Size ..... Lumber .... TC 0.16 2x 3 SPF-#2 BC 0.05 2x 3 SPF-~2 WB 0.07 2x 3 SPF-STUD SL 0.03 2x 3 SPF-STUD Brace truss as follows: F -G 0.07 225 C S -B 0.02 66 C D -H 0.07 225 C .......... Sliders ............ A -I 0.03 100 C J -C 0.03 100 C TL Defl 0.00" in D -C L/999 LL Defl 0.00" in D -C L/999 Shear // Grain in G -B 0.27 Plates for each ply each face. PLATING CONFOP~4S TO TPI. PLATE VALUES ~iAY BE V~RIFIED WITH ROBBINS MANUFACTURING. GRIP RASED ON SPF & SYP LUMBER USING GROSS A~EA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area O.C. From To TC Cont. 0- 0- 0 0- 3- 0 BC Cont. 0- 0- 0 8- 3- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Jt T~pe Plt Size X Y JSI Spacing 24.0" A LOCK 3.0x 6.0 1.5 0.3 0.56 Lumber Duration Factor 1.15 I LOCK 3.0x 4.0 Ctr Ctr 0.50 Plate Duration Factor 1.15 G LOCK 1.0x 3.0 Ctr Ctr 0.75 TC Fb=l.15 FC=i.10 Ft=i.10 B LOCK 4.0x 4.0 Ctr-0.2 0.48 BC Fb=l.10 Fc=l.10 Ft=l.10 H LOCK 1.0x 3.0 Ctr Ctr 0.75 J LOCK 3.0x 4.0 Ctr Ctr 0.50 C LOCK 3.0x 6.0-1.5 0.3 0.56 Plus 4 W~nd Load Case(s) F LOCK 1.0x 3.0 Ctr Ctr 0.75 Plus 2 Unbalanced Load Cases E LOCK 1.0x 3.0 Ctr Ctr 0.75 D LOCK 1.0x 3.0 Ctr Ctr 0.75 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 0- 0 to 8- 3- 0 P~VIEW~D BY: 1058 575 Hz = 64 Robbins Engineering, Inc. PO Box 280055 Membr CSI P Lbs Axi-csI-Bnd Tampa, FL 33682 .......... Top Chords .......... A -I 0.05 56 C 0.00 0.05 P~F~R TO ROBBINS ENG. GENERAL I -G 0.16 113 C 0.00 0.16 NOTES AND SI~4BOLS SHEET FOR G -B 0.16 145 T 0.00 0.16 ADDITIONAL SPECIFICATIONS. B -H 0.16 145 T 0.00 0.16 H -J 0.16 113 C 0.00 0.16 NOTES: J -C 0.05 56 C 0.00 0.05 Trusses b~anufactured by: ........ Bottom Chords ......... TRIANGLE BUILDING PRODUCTS A -F 0.05 3 T 0.00 0.05 Analysis Conforms To: F -E 0.03 0 T 0.00 0.03 ANSI/TPI 95 & 02 E -D 0.03 0 T 0.00 0.03 OH Loading D -C 0.05 3 T 0.00 0.05 Soffit psf 2.0 ............. Webs ............. Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Refer to Gen Der 3 series for web bracing and plating. Wind Loads - ~NSI / ~CE 7-98 Truss is designed as a Main Wind-Force Resistance S~stem. Wind Speed: 120 mph ~9~a~ Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Lead per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Load Factors = 1.25 and 0.00 Max comp. force 225 Lbs Quality Control Factor 1.25 Truss Desi n En ineer: Thomas A Albani I~cense~ ~773~-I Address: P O Box 280055, Fampa, FI, 33682 Date Sealed 9/27/2006 _fi697003R B322 TR 80300 [ U# J#J607003R Buildings B & Pi-H1 Left OH Right OH In~,necrm~, W:408 W;408 532 R: 532 287 U: 287 ~ pLATES ~ LOCK20 E -C 0.12 297 T Online Plus -- Version 19.5.029 TL Defl -0.20" in A -C L/461 RUN DATE: 27-SEP-06 LL Defl -0.05" in A -C L/999 CSI -Size ..... Lumber .... TC 0.55 2x 3 SPF-#2 BC 0.63 2x 3 SPF-~2 SL 0.12 2x 3 SPF-STUD Brace truss as follows: O. C. From TO TC Cont. 0- 0- 0 8- 3- 0 BC Cont. 0- 0- 0 8- 3- 0 Shear // Grain in D -B 0.46 Plates for each ply each face. PLATING CONFOP/4S TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SFF & SYP LUMBER USING GROSS ;~J~A TEST. Plate - LOCK 20 Ga, Gross 2~rea Plate - P=qS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 3.0x 6.0 1.5 0.3 0.56 D LOCK 3.0x 4.0 Ctr Ctr 0.50 B LOCK 4.0x 4.0 Ctr-l.6 0.48 E LOCK 3.0x 4.0 Ctr Ctr 0.50 C LOCK 3.0x 6.0-1.5 0.3 0.56 Tampa, FL 33682 P~EFER TO BOBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ANSI/TPI 95 & 02 Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3) , IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Flus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 532 288 4- 8 1- 8 Hz = 64 C 532 288 4- 8 1- 8 Hz = -63 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... a -D 0.24 341 C 0.00 0.24 D -B 0.55 403 C 0.00 0.55 B -E 0.55 403 C 0.00 0.55 E -C 0.24 341 C 0.00 0.24 ........ Bottom Chords ......... Wind Loads - ANSI / ASCE 7-98 A -C 0.63 378 T 0.08 0.55 Truss is designed as a Main ........... Sliders ............ Wind-Force Resistance System. A -D 0.12 297 T Wind Speed: 120 mph Scale: 0612" - 1' Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 403 Lbs Quality Control Factor 1.25 Licens, e # ~773~7-] [)ate Sealed: 9/27/2006 Job ~k ~ Qu4an Type Span El-H1 Left OH Right OH i Engm¢¢r,n~ J607003R B33 TR 70800 6 1- 0- 0 1- 0- 0 F06092633 U# J#J607003R Buildings B 2713 2-5-6 Scale: 0 643" = t' F -G 0.07 211 C E -B 0.03 96 C Online Plus -- Version 19.5.029 D -H 0.07 211 C RUN DATE: 27-SEP-06 ........... Sliders ............ A -I 0.02 69 C CSI -Size ..... Lumber .... J -C 0.02 69 C TC 0.15 2x 3 SEF- #2 BC 0.04 2x 3 SPF-#2 TL Dell 0.00" in D -C L/999 WB 0.07 2x 3 SPF-STUD LL Dell 0.00" in D -C L/999 SL 0.02 2x 3 SPF-STUD Shear // Grain in G -B 0.26 Brace truss as follows: Plates for each ply each face. O.C. From To PLATING CONFORMS TO TPI. .......... Top Chords .......... ........ Bottom Chords ....... TRL%NGLE BUILDING PRODUCTS ............. W~bs ............. Desig~ checked for LL on BC per BOCA (section 1606.2.3}, IBC/IRC-2003 and FBC 200~ (section 1607.1), 20.0 psf. Refer to Gert Det 3 series for web bracing and plating. Wind Loads - ANSI / A~CE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load ---- 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Ur~oalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Liccn~' # ~773b~7-1 Dine SeaIed: 9127/2006 Job Mark Quan Type Span P1-H1 Left OH Right OH EnEm¢¢rmE U# J#J607003R Buildings B & C R/T 2-7-13 2-5-6 4x4 W:408 W:408 R: 502 R: 502 U: 277 U: 277 ALL pLATES ~ LOCK20 E -C 0.11 254 T Mean Roof Height: 25-0 Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 TL Defl -0.14" in A -C L/589 LL Dell -0.04" in A -C L/999 Shear // Grain in D -B 0.42 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS APdA TEST. Plate - LOCK 20 Ga, Gross A~ea Plate - RHS 20 Ga, Gross Area Jt Type Pit Size X Y JSI A LOCK 3.0x 6.0 1.5 0.3 0.55 D LOCK 3.0x 4.0 Ctr Ctr 0.50 B LOCK 4.0x 4.0 Ctr-l.6 0.47 E LOCK 3.0x 4.0 Ctr Ctr 0.50 C LOCK 3.0x 6.0-1.5 0.3 0.55 CSI -Size ..... Lumber .... TC 0.46 2x 3 SPF-#2 BC 0.54 2x 3 SPF-#2 SL 0,11 2x 3 SPF-STUD Brace truss as follows: C.C. From To TC Cont. 0 0- 0 7- 8- 0 BC Cont. 0- 0- 0 7- 8- 0 Loading Live Dead (psi) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 503 278 4- 8 1- 8 HZ = 59 C 503 278 4- 8 1- 8 Hz = -58 Membr CHI P Lbs Axi-CSI-Bnd .......... Top Chords A -D 0.22 295 C 0.00 0.22 D -B 0.46 367 C 0.00 0.46 B -E 0.46 367 C 0.00 0.46 E -C 0.22 295 C 0.00 0.22 NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 OH Loading Soffit psi 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psi. ........ Bottom Chords ......... Wind Loads - ANSI / ASCE 7-98 A -C 0.54 344 T 0.07 0.47 Truss is designed as a Main ........... Sliders ............ Wind-Force Resistance System. A -D 0.11 254 T Wind Speed: 120 mph Ex~posure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psi BC Dead Load : 5.0 psi Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psi Rain Load = 0.0 psi Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1,2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 367 Lbs Quality Control Factor 1.25 Dale Sealed: 9/27/2006 Job [ ~rk Quart Type Span P1-H1 Left OH Right OH Engineenn~ J60700}RJ B35 4 DHPV 240800 6 1- 0- 0 0 T06092633 U# J#J607003R Buildings B & C R/T 6-11-15 6-8-6 HO 6-6 HO 6-6 Online Plus -- Version 19.5.029 R~I~ DATE: 27-SEP-06 CSI -Size ..... Lumber .... TC 0 81 2x SPF-2100 BC 0.42 2x SpF-#2 EX S1-E 2x SpF-2100 ....... Bottom Chords ......... E LOCK 4.0x 4.0-1.0 0.3 0.96 G LOCK 1.0x 3.0 Ctr Ctr 0.91 S1 LOCK 3.0x 4.0 Ctr Ctr 0.63 L LOCK 3.0x 6.0 Ctr Ctr 0.89 F LOCK 10x 30 Ctr Ctr 0.91 M LOCK 3.0x 8.0 Ctr Ctr 0.71 O LOCK 1.0x 3.0 Ctr Ctr 0.81 Q ~OCK 1.Ox 30 Ctr Ctr 0.81 S LO~K 1.0x 3 0 Ctr Ctr 0.81 U LOCK 1.0x 3.0 Ctr Ctr 0.81 S29LOCK 3.0x 8.~ Cfr Ctr # = Plate Monitor used 2 Gable studs to be attached Add;ess P O Box 280055, Tampa, FL 33(,82 Date Sealed 9/27/2006 [ U? J#J607003R Buildings B & C R/T Soffit psf 2.0 Deslg~ checked for LL On BC per BOCA (sect.on 1606.2.3}, IBC/IRC~2003 and FBC 2004 (section 1607.1), 20.0 psf. Type Span P1 -H1 DHPV 240800 6 Left OH Right OH I Engineering 1- 0- 0 0 T06092633 Job ~rk Quan Type Span P1-H1 Left OH Right OH / Inginecrm~ ! J607003R B36 8 TR 240800 6 1- 0- 0 0[ /06092633 U# J#J607003R Buildings B & C R/T ' I 6-8-6 4x4- DG 14 0 7 DG 14-0-7 HO 6 6 B HO 6-6 5x6~ 5x6= 2x4// 3x4 3x6 3x4 W:408 W:408 W:408 W:408 OR: 686 R: 639 R:1082 R: 666 o~U: 388 U: 217 U: 294 U: 369 SCale: 0 249" = 1' Robbins Engineering, Inc./Online PlusTM APPROX. TRUSS WEIGHT: 130.7 ........ Bottom Chords ......... A -S 0.33 496 T 0.06 0.27 Online Plus -- Version 19.5.029 H -E 0.93 1075 T 0.14 0.79 RUN DATE: 27-SEP-06 E -S1 0.85 613 T 0.08 0.77 SI-I 0.92 613 T 0.08 0.84 CSI -Size ..... Lumber .... I -C 0.91 572 T 0.07 0.84 TC 0. 95 2x 4 SPF-#2 ............. Webs ............. BC 0.93 2x 3 SPF 2100 H -F 0.53 889 C WB 0.53 2x 3 SPF-STUD F -E 0.18 424 T EX E -B 2x 3 SPF-#2 E -B 0.53 809 T EX B -I 2x 3 SPF-#2 B -I 0.24 625 C i Br WG --- 2x 4 SPF-STUD I -J 0.33 739 C Brace truss as follows: TL Defl -0.80" in Si-I L/213 O.C. From To LL Dell -0.43" in Si-I L/391 TC Cont. 0- 0- 0 24- 8- 0 Shear // Grain in J -C 0.64 BC Cont. 0- 0- 0 24- 0- 0 WB i rows CL~ on B -I Plates for each ply ~ach face. Attach CLB with (2)-10d nails PLATING CONFOP~S TO TPI. .......... Top Chords .......... NOTES: OH Loading Soffit psf 2.0 Desig~ checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1) , 20.0 psf. Wind Loads - ANSI / A~CE 7-98 T~USS is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph }{ean ROOf Height: 25-0 ~xposure Category: C Occupancy Factor : 1.00 Date Sealed 9/27/2006 Job Mark Quan Type Span p1-H1 Left OH Right OH I.gmcc.n~ J607003R B37 32 JCA2 30000 6 1- 0- 0 0 ]06092633 U# J#J607003R Buildings B & C R/T 2-3-15 2-0-6 Scale: 0 718": 1' Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 TL Defl -0.01" in A -C L/999 (section 1607.1), 20.0 psf. LL Defl 0.00" in A -C L/999 Wind Loads - ANSI / ASCE 7-98 Shear // Grain in A -B 0~22 Truss is designed as a Main CSI -Size ..... Lumber .... TC 0.16 2x 4 SPF-#2 BC 0.10 2x 4 SPF-~2 O.C. From To TC Cont. 0- 0- 0 3- 0- 0 BC Cont. 0- 0- 0 3- 0- 0 Loading Lave Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.0 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS ABEA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt T~pe Plt Size X Y JSI A LOCK 3.0x 3.0 0.5 0.2 0.62 REVIEWED BY: Robbins Engineering, Inc. PO BOX 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES ~ S~MBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Wind-Force Resistance System. Wind Speed: 120 mph Moan Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Doad Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.0 Unbalanced Load Factor 0.0 Max comp. force 58 Lbs Quality Control Factor 1.25 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 249 197 6- 0 1- 8 C 36 7 1-8 1-8 Hz = 68 M~mbr CSI P Lbs Axl-CSI-Bnd .......... Top Chords ........ A -B 0.16 58 C 0.00 0.16 ........ Bottom Chords ......... A -C 0.10 0 T 0.00 0.10 For proper installation of toe-nails, refer to the 2001 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 Dale Sealed: 9/27/2006 Job Mark Quan Type Span P1-H1 Left OH Right OH Engin¢¢Ting J607003R B38 4 JCA2 40106 4.243 1- 5- 0 0 ']06092633 U# J#J607003R Buildings B & C R/T 2-3-3 1-11-13 DG 4 6 13 HO 6 6 4'2431 158 416 416 2-16d toenails Scale 0 709" - 1' ......... Top Chords .......... IBC/IRC-2003 and FBC 2004 A -B 0.13 24 C 0.00 0.13 (section 1607.1), 20.0 psf. Online Plus -- Version 19.5.029 ........ Bottom Chords ......... Use properly rated hangers for RUN DATE: 27-SEP-06 A -C 0.06 0 T 0.00 0.06 loads framing into girder eSI -Size ..... Lumber .... TL Defl -0.01" in A -C L/999 TC 0.13 2x 4 SPF-#2 LL Defl -0.01" in A -C L/999 BC 0.06 2x 4 SPF-#2 Shear // Grain in A -B 0.12 Brace tr~ss as follows: Plates for each ply each face. O.C. From To PLATING CONFORMS TO TPI. TC Cont. 0- 0- 0 4- 1- 6 PLATE VALUES MAY BE VERIFIED BC Cont. 0- 0- 0 4- 1- 6 WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER Loading Live Dead (psf) USING GROSS AP~A TEST. TC 30.0 7.0 Plate - LOCK 20 Ga, Gross Area BC 0.0 8.0 Plate - RHS 20 Ga, Gross Area Total 30.0 15.0 45.0 Jt Type Plt Size X Y JSI Spacing 24.0" A LOCK 2.0x 4.0 0.8 0.2 0.94 Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=l.00 Fc=l.00 Ft=l.00 REVIEWED BY: BC Fb=l.00 Fc=l.00 Ft=l.00 Rohblns Engineering, Inc. PO BOX 280055 Load Case # 1 Girder & Snow Lo Tampa, FL 33682 Lu~ber Duration Factor 1.15 Plate Duration Factor 1.15 plf Live Dead From TO TC V 76 14 0.0' 4.1' BC V 0 16 0.0' 4.1' TC V -76 -14 0.0' -24 -4 4.1' BC V 0 -16 0.0' 0 -5 4.1' Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 158 8 6- 4 1- 8 Sz = 37 C 20 0 1-8 1-8 Hz = 25 Membr eSI P Lbs Axl-CSI-Bnd REFER TO ROBBINS ENG. GENERAL NOTES A~D slqq~OLS SHEET FOR ADDITIONA~ SPECIFIC~ATIONS. For proper installation of tee-nails, refer to the 2001 National Design Specification (NDS) for Wood Construction NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Girder King Jack Loading TC and BC Setback 3- 0- 0 OH Loading Soffit psf 2.0 Design chocked for LL on EC per BOCA (section 1606.2.3), Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Eeight: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 24 Lbs Qualxty Control Factor 1.25 license # ~0773~7 I Address P O Box 280055, 'l ampa FI. 33682 Date Sealed: 9/27/2006 Job ~k Quan Type Span P1-H1 Left OH Right OH J607003R B39 4 TR 70400 6 1- 0- 0 1- 0- 0 T06092633 U# J#J607003R Buildings B-& C R/T - 2-7-15 2-4-6 DG 4-4-6 4x4 DG 4-4-6 HO 6-6 HO 6-6 6 · -o-o ~-o-o 7-~-o'/:~:~ 7-~-o . ~ ~-o-o Scale 0 665" - 1' Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size ..... Lumber .... TC 0.26 2x 4 S~F-#2 BC 0.40 2x 3 SPF-#2 WG --- 2x 3 SPF-STUD O.C. From To TC Cont. 0- 0- 0 7- 4- 0 BC Cont. 0- 0- 0 7- 4- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Shear // Grain in A -B 0.29 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAy HE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - P~HS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.0x 4.0 2.0 0.5 0.78 B LOCK 4.0x 4.0 Ctr-l.0 0.36 C LOCK 4.0x 4.0-2.0 0.5 0.78 REVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 NOTES AND SYMBOLS SHEET FOR TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 363 Lbs Quality Control Factor 1.25 NOTES: Plus 4 Wind Load Case(s) Trusses Manufactured by: Plus 2 Unbalanced Load Cases TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 OH Loading Soffit psf 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Membr CSI P Lbs Axi-CSI-Bnd Wind Loads - ANSI / ASCE 7-98 .......... Top Chords .......... Truss is designed as a Main A -B 0.26 363 C 0.00 0.26 Wind-Force Resistance System. B -C 0.26 363 C 0.00 0.26 Wind Speed: 120 mph ........ Bottom Chords ......... Mean Roof Height: 25-0 A -C 0.40 329 T 0.07 0.33 Exposure Category: C Occupancy Factor : 1.00 TL Dell -0.08" in A -C L/948 Building Type: Enclosed LL Dell -0.01" in A -C L/999 Zone location: Exterior Jt React Uplft Size Raq'd Lbs Lbs In-Sx In-Sx A 486 272 4- 8 1- 8 Hz - 57 C 486 272 4- 8 1- 8 Hz = -56 Addrcs~ P O Box 280055, lampa, FI 33682 Dale Se~Jed 9/27/2006 Jab Mark Quan Type Span P1-H1 Left OH Right OH }n~m¢cunE J607003R B39A 8 TR 70400 6 0 0 106092633 U# J~J607003R Buildings B & C R/T 4x4r DG 4 4 6 DG 4 4 6 2-4 6 W: 408 W: 408 R: 387 R: 387 u: 168 U: 168 Robb~ns Engineering, Inc./Online Plu~ APPROX. TRUSS WEIGHT: 27.6 LBS Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size ..... L~mber .... TC 0.26 2x 4 SPF-#2 BC 0.40 2x 3 SPF-#2 WG --- 2x 3 SPF-STUD Brace t~uss as follows: O.C. From To TC Cont. 0- 0- 0 7- 4- 0 BC Cont. 0- 0- 0 7- 4- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor · 1.15 ........ Bottom Chords ......... Truss is designed as a Main A -C 0.40 329 T 0.07 0.33 Wind-Force Resistance System. TL Defl -0.08" in A -C L/948 LL Defl -0.01" in A -C L/999 Shear // Grain in A -B 0.29 Plates for each ply each face. PLATING CONFO~ TO TPI. PLATE IrALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LL~4BER USING GROSS AiLEA TEST. Plate - LOCK 20 Ga, Gross Area Plate - PJ~S 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.0x 4.0 2.0 0.5 0.78 B LOCK 4.0x 4.0 Ctr-l.0 0.36 C LOCK 4.0x 4.0-2.0 0.5 0.78 P. EVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 Wind Speed: 120 mph Me~-n Roof Height: 25-0 Exposure Category: C Occupanc~ Factor : 1_00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Quality Control Factor 1.25 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 387 168 4- 8 1- 8 Hz = 57 C 387 168 4- 8 1- 8 Hz = -56 Membr CSI P Lbs A~i-CSI-Bnd .......... Top Chords .......... A -B 0.26 363 C 0.00 0.26 B -C 0.26 363 C 0.00 0.26 NOTES: Trusses bhanufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Wind Loads - A~SI / ASCE 7-98 Dale Sealed 9/27/2006 l J(¢~ ~070~3R ~'~ Quan B39G 4 jU# J#J607003R ~uild~ B & C R/T Type Span P1-H1 Left OH Right OH Engineerin$ TR 70400 6 1- 0- 0 1- 0- 0 T06092633 DG 4-4-6 fie 6-6 2 7-15 Refer to general detail 3 series for bracing and plating. Online Plus -- Version 19.5.029 R~/N DATE: 27-SEP-06 CSI -Size ..... Lumber .... TC 0.19 2x 4 SPF-~2 BC 0.26 2x 3 SPF-$2 WB 0.05 2x 3 SPF-STUD WG --- 2x 3 SPF-STUD O.C. From To TC Cont. 0- 0- 0 7- 4- 0 BC Cont. 0- 0- 0 7- 4- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Jt Type Total 37.8 15.0 52.8 A LOCK Spacing 24.0" I LOCK Lumber Duration Factor 1.15 B LOCK Plate Duration Factor 1.15 J LOCK TC Fb=l.15 Fo=i.10 Ft=l.10 C LOCK BC Fb=l.10 Fc=l.10 Ft--l.10 E LOCK G LOCK F LOCK Plus 4 Wind Load Case(s} Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 486 272 4- 8 1- 8 Hz = 57 C 486 272 4- 8 i- 8 Hz = -56 Membr CSI P Lbs AxlrCSI-Bnd F -C 0.26 347 T 0.07 0.19 ........... Webs ............. H -I 0.02 64 T G -B 0.05 83 T F -J 0.02 64 T TL Dell -0.02" in H -G L/999 LL Defl -0.02" in S -G L/999 Shear // Grain in A -I 0.24 Plates for each ply each face. PLATING CONFOB/4S TO TPI. PLATE VALUES MAY BE V~RIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS AR~A TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plt Size X Y JSI 4.0x 4,0 2.0 0.5 0.78 1.0x 3.0 Ctr Ctr 0.75 4.0x 4.0 Ctr Ctr 0.47 1.0x 3.0 Ctr Ctr 0.75 4.0x 4.0-2.0 0.5 0.78 1.0x 3.0 Ctr Ctr 0.75 1.0x 3.0 Ctr Ctr 0.75 1.0x 3.0 Ctr Ctr 0.75 .......... Top Chords .......... NOTES: A -I 0.16 418 C 0.00 0.16 Trusses Manufactured by: I -B 0.19 372 C 0.00 0.19 TRI3tNGLE BUILDING PRODUCTS B -J 0.19 372 C 0.00 0.19 Analysis Conforms TO: J -C 0.16 418 C 0.00 0,16 ANSI/TPI 95 & 02 ........ Bottom Chords ......... OH Loading A -B 0.26 347 T 0.07 0.19 Soffit psf 2.0 H -G 0.26 347 T 0.07 0.19 Design checked for LL on BC G -F 0.26 347 T 0.07 0.19 per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 {section 1607.1), 20.0 psf. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building T~pe: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Faotors = 1.25 and 0.00 Max comp. force 418 Lbs Quality Control Factor 1.25 Da~e Sealed: 9/2'7/2006 Job ~ark Q~an T~pe Span Pl-H1 Left OH Right OH J607003R B40 2 TR 70600 6 1- 0- 0 1- 0- 0 '1-06092633 U# J#J607003R Buildings B & C R/T 4x4 DG 4-5-7 DG 4 5 7 Robbins Engineering, In=./Onlinm Plu~ APPROX. TRUSS W~I~HT: 32.4 Online Plus - Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size .... Lumber- -- TC 0.28 2x 4 SPF-#2 BC 0.42 2x 3 SPF-#2 WG --- 2x 3 SPF-STUD O.C. From To TC Cont. 0- 0- 0 7 6- 0 BC Cont. 0- 0- 0 7- 6- 0 Loading L~ve Dead (psf} TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Shear // Grain mn A -B 0.30 Plates for each ply each face. PLATING CONFOP~4S TO TPI. Scale: 0 655" TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Faotor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 4.0x 4.0 Ctr 1.0 0.36 Max comp. force 373 Lbs 4.0x 4.0 2.0 0.5 0.78 Quality Control Factor 1.25 P, EVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO ROBBIMS ENG. GENEi~ NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 494 275 4- 8 1- 8 Hz = 58 C 494 275 4- 8 1- 8 Hz = -57 Membr CSI P Lbs Ax1-CSI-Bnd NOTES: Trusses M~nufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 OH Loading Soffit psf 2.0 .......... Top Chords .......... Truss is designed as a Main A -B 0.28 373 C 0.00 0.28 Wind-Force Resistance System. B -C 0.28 373 C 0.00 0.28 Wind Speed: 120 mph ........ Bottom Chords ......... Mean Roof Height: 25-0 A -C 0.42 338 T 0.07 0.35 Exposure Category: C Occupancy Factor : 1.00 TL Dell -0.09" in A -C L/878 Building Type: Enclosed LL De£1 -0.02" in A -C L/999 Zone location: Exterior Dale Sealed; 9/27/2006 Job M~k Quan Type Span P1-H1 Left OH Right OH knsm¢¢rln~ J607003R B40A 8 TR 70600 6 0 0 : T06092633 ' U~ J#J607003R Buildings B & C R/T 395 R: 395 7-6-0 Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size ..... Lumber TC 0.28 2x 4 SPF-#2 BC 0.42 2x 3 SPF-#2 WG --- 2x 3 SPF-STUD Brace truss as follows: O.C. From TO TC Cont. 0- 0- 0 7- 6- 0 BC Cont. 0- 0- 0 7- 6- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 ........ Bottom Chords ......... Truss is designed as a PLain A -C 0.42 338 T 0.07 0.35 Wind-Force Resistance System. TL Defl -0.09" in A -C L/878 LL Dell -0.02" in A -C L/999 Shear // Grain in A -B 0.30 Plates for each ply each face. PLATING CONFORMS TO TPI. A LOCK 4.0x 4.0 2.0 0.5 0.78 B LOCK 4.0x 4.0 Ctr-l.0 0.36 C LOCK 4.0x 4.0-2.0 0.5 0.78 REVIE~ED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 Wind Speed: 120 mph Mean Roof Height: 25-0 Ex~posur~ Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ~CE 7-02 Ground Snow Load = 45.0 psf ~in Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Umbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 373 Lbs Quality Control Factor 1.25 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 396 172 4- 8 1- 8 Hz = 58 C 396 172 4- 8 1- 8 Hz = -57 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A -B 0.28 373 C 0.00 0.28 B -C 0.28 373 C 0.00 0.28 NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Wind Loads - ANSI / ASCE 7-98 Job ! ~k Quan ~ J607003R i T~e Span P1-H1 Left OH Right OHLIn~mce"ng B40G 2 TR 70600 6 1- 0- 0 1- 0- 0 10~)0926~3 U# J#J607003R Buildings B & C R/T DG457 HO 6-6 4x4 DG4-5-7 HO 6-6 Refer to general detail 3 series for bracing and plating. W:408 R: 494 U: 274 3-9-0 5-9-0 3-9-~ I 5-9-0 Scsle 0 655" - 1' Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size ..... Lumber .... TC 0~20 2x 4 SPF-#2 BC 0.28 2x 3 SPF-#2 WB 0.05 2x 3 SPF-STUD WG --- 2x 3 SPF-STUD Brace truss as follows: O. C. From TO TC Cont. 0- 0- 0 7- 6- 0 BC Cont. 0- 0- 0 7- 6- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Jt Type Total 37.8 15.0 52.8 A LOCK Spacing 24.0" I LOCK Lumber Duration Factor 1.15 R LOCK Plato Duration Factor 1.15 J LOCK TC Fb=1.15 F¢=I.10 Ft 1.10 C LOCK BC Fb=l.10 Fc--1 10 Ft=l.10 H LOCK G LOCK F LOCK Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 494 275 4- 8 1 8 Hz = 58 C 494 275 4- 8 1 8 Hz = -57 F -C 0.28 357 T 0.08 0.20 ............. Webs ............ H -I 0.02 66 T G -B 0.05 88 T F -J 0.02 66 T TL Dell -0.03" in S -G L/999 LL Defl -0.02" in S -G L/999 Shear // Grain in A -I 0.25 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATS VALUES MAT BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS A/~EA TEST. Plato - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plt Size X Y JSX 4.0x 4.0 2.0 0.5 0.78 .Ox 3.0 Ctr Ctr 0.75 4.0x 4.0 Ctr Ctr 0.47 .Ox 3.0 Ctr Ctr 0.75 4.0x 4.0-2.0 0.5 0.78 1.0x 3.0 Ctr Ctr 0.75 1.0x 3.0 Ctr Ctr 0.75 1.0x 3.0 Ctr Ctr 0.75 REVIEWED BY: Robbins Enginooring, Inc. PO Box 280055 T~mpa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. .......... Top Chords ......... NOTES: A -I 0.17 430 C 0.00 0.17 Trusses Manufactured by: I -B 0.20 382 C 0.00 0.20 TRIANGLE BUILDING PRODUCTS B -J 0.20 382 C 0.00 0.20 Analysis Conforms To: J -C 0.17 430 C 0.00 0.17 ANSI/TPI 95 & 02 ........ Bottom Chords ......... OH Loading A -H 0.28 957 T 0.08 0.20 Soffit psf 2.0 S -G 0.28 357 T 0.08 0.20 Design chocked for LL on BC G -F 0.28 357 T 0.08 0.20 per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Wind Loads - ANSI / ASCE 7-98 Trues is designed as a Main Wind-Force Resistance System. Wind Spoed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Ur~oalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 430 Lbs Quality Control Factor 1.25 License Date Sealed: 9/27/2006 J607003R B41 U# J#J607003R Buildings Quan T~rpe Span Fl-H1 Left OH Right OH [ Engineering --2 FLAT_ _ 70600 2061~4__ _ 0 0 _ I T06092633 B & C R/T 2 6 14 2-6-14 HO 2-6-14 E Scale: 0 591" = 1' C -B 0.94 299 C 0.00 0.94 This truss must be installed Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size ..... Lumber .... TC 0.80 2x 3 SPF-2100 BC 0.82 2x 3 SPF-2100 WB 0.94 2x 3 SPF-2100 EX E -F 2x 3 SFF-STUD Brace truss as follows: O.C. From TO TC Cont. 0- 0- 0 7- 6- 0 BC Cont. 0- 0- 0 7- 6- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Plus 1 BC LL Load Case(s) Jt React Uplft Size Req'd TL Defl -0.25" in D -E L/326 LL Defl -0.19" in D -E L/416 Shear // Grain in A -F 0.62 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS A~EA TEST. Plato - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 4.0x 4.0 0.8 Ctr 0.38 F LOCK 1.0x 3.0 Cfr Ctr 0.75 B LOCK 4.0x 4.0-0.8 Ctr 0.38 D LOCK 4.0x 4.0 0.8 Ctr 0.38 E LOCK 1.0x 3.0 Ctr Ctr 0.75 C LOCK 4.0x 4.0-0.8 Ctr 0.38 Tampa, FL 33682 Membr CSI P Lbs Axl-CSI-Bnd Analysis Conforms TO: .......... Top Chords .......... ANSI/TPI 95 & 02 A -F 0.80 238 C 0.00 0.80 Design checked for LL on BC F -B 0.80 238 C 0.00 0.80 per BOCA (section 1606.2.3), ........ Bottom Chords ........ IBC/IRC-2003 amd FBC 2004 D -E 0.82 238 T 0.03 0.79 (section 1607.1), 20.0 psf. E -C 0.82 238 T 0.03 0.79 No wind exposure on left end. ............. Webs ............. No wind exposure on right end. D -A 0.94 299 C 0.00 0.94 Provide drainage to prevent E -F 0.08 157 T water pending. as shown. It cannot be installed upside-down. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Date Sealed: 9127/2006 4~ I ~k Quan ; J607003R [ ~ ~o U# J#J607003R Buildings B & C R/T Type Span P1-H1 Left OH Right OH [~,~¢e,n~ l MONO 100508 3 1- 0- 0 0h 106092633 3-0-15 2-10-12 W:508 R: 549 B: 305 10-5-8 10-5-8 Scale: 0527" 1' Robblna gngineerlng, Inc./Online Plus~ APPROX. TRUSS WEIGHT; 43.8 L~S Online Plus - version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size .... Lumber .... TC 0.65 2x 3 SPF-2100 BC 0.59 2x 3 SPF-#2 WB 0.82 2x 3 SPF-STUD Brace truss as follows; O.C. From To TC Cont. 0- 0- 0 10- 5- 8 BC Cont. 0- 0- 0 10- 5- 8 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lu~ber Duration Factor 1.i5 Plato Duration Factor 1.15 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 648 381 4- 8 1- 8 Hz = 92 C 550 306 5- 8 1- 8 Hz = 260 Membr CSI P Lbs Axl-CSI-Bnd TL Defl -0.13" in A -E L/918 LL Dell -0.08" in A E L/999 Shear // Grain in D -B 0.56 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross A~ea Plate - RHS 20 Ga, Gross Area Jt Type Pit Size X Y JSI A LOCK 3.0x 3.0 Ctr Ctr 0.70 D LOCK 3.0x 3.0 0.5 0.1 0.83 B LOCK 1.0x 3.0 Ctr Ctr 0.75 E LOCK 1.0x 3.0 Ctr Ctr 0.75 C LOCK 3.0x 3.0-0.5 Ctr 0.97 .......... Top Chords .......... Design checked for LL on BC A -D 0.65 1187 C 0.01 0.64 per BOCA (section 1606.2.3), D -B 0.64 93 C 0.00 0.64 IBC/IRC-2003 and FBC 2004 ........ Bottom Chords ......... (section 1607.1), 20.0 psf. A -E 0.59 1159 T 0.36 0.23 Wind Loads - ANSI / ASCE 7-98 E -C 0.55 1159 T 0.36 0.19 Truss is designed as a Main ............. Webs ............. Wind-Force Resistance System. E -D 0.06 102 T Wind Speed: 120 mph D -C 0.82 1206 C Mean Roof Height: 25-0 C -B 0.20 183 C WindLd Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 1206 Lbs Quality Control Factor 1.25 Dale Sealed 9/27/2006 j~ Mark Quan T~pe Span Fl-B1 J607003R BV1 4 DUAL 80300 6 U# J#J607003R Buildings B & C R/T 254 Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size ..... Lumber TC 0.55 2x 3 SPF-#2 BC 0.43 2x 3 SPF-#2 WB 0.78 2x 3 SPF-STUD O.C. From To TC Cont. 0- 0- 0 8- 3- 0 BC Cont. 0- 0- 0 8- 3- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt P~act Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg O- 4- 1 to 7-10-15 826 328 HZ = 83 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A -B 0.55 215 C 0.00 0.55 B -G 0.38 192 C 0.00 0.38 TL Defl -0.06" in A -D L/999 LL Defl -0.04" in A -D L/999 Shear // Grain in A -B 0.51 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE %5~LUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYF LU~BER USING GROSS A~tEA TEST. Plate - LOCK 20 Ga, Gross Area Plate - l~qS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 2.0x 4.0 Ctr Ctr 0.66 B LOCK 4.0x 4.0 Ctr-0.2 0.48 G LOCK 2.0X 4.0 Ctr Ctr 0.38 D LOCK 1.0x 3.0 Ctr Ctr 0.75 F LOCK 1. Ox 3.0 Ctr Ctr 0.75 REVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 ~EFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SREET FOR ADDITIONAL SPECIFICATIONS. per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 {section 1607.1), 20.0 psf. ........ Bottom Chords ......... Refer to Gen Det 3 series for A -D 0.43 160 C 0.00 0.43 web bracing and plating. D -F 0.13 0 T 0.00 0.13 Wind Loads - ANSI / ASCE 7-98 ............. Webs ............. Truss is designed as a Main D -B 0.71 175 C 0.00 0.71 Wind-Force Resistance System. F -G 0.78 271 C 0.00 0.78 Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf ROOf Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 ~{ax comp. force 271 Lbs Quality Control Factor 1.25 Dam Sealed 9/2712006 Job MArk Quan T~pe Span P1-H1 Left OH Right OH En~in¢¢nn~ J607003R BV2 4 TR 50(500 (5 0 0 I-O6O92633 U# J#J607003R Buildings B & C R/T 1-5-4 TC BC Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size ..... Lu~ber .... TC 0.14 2x 3 SPF-#2 BC 0.10 2x 3 SPF-#2 O.C. From To TC Cont. 0- 0- 0 5- 6- 0 BC Cont. 0- 0- 0 5- 6- 0 Loading Live Dead (psf} TC 37.8 7.0 BC 0.0 8.0 Total 37.0 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 4- 1 to 5- 1 15 509 193 Hz = 35 Me~br CSI P Lbs axl-CSI-Bnd .......... Top Chords .......... A -B 0.14 252 C 0.00 0.14 B -C 0.14 252 C 0.00 0.14 ........ Bottom Chords ......... A -C 0.10 54 C 0.00 0.10 TL Defl -0.03" in A C L/999 LL Defl -0.01" in A -C L/999 Shear // Grain in A -B 0.24 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt T~po Plt Size X Y JSI A LOCK 2.0x 4.0 Ctr Ctr 0.61 B LOCK 4.0x 4.0 Ctr-l.6 0.43 C LOCK 2.0x 4.0 Ctr Ctr 0.61 REVIEWED BY: Robbins Engineering, Inc. Po Box 280055 Tampa, FL 33682 REFER TO ROEBINS ENG. GENEB3~L NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUII~ING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Deeign chocked for LL on BC per BOCA (sectaon 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Refer to Gen Dot 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exq~osure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 252 Lbs Quality Control Factor 1.25 DaTe Sealed: 9/27/2006 Type Span P1-H1 Left OH Righ0t OH~ Engineering MONO 80708 6 0 _ T06092633 J607003R BV3 8 U# J#J607003R Buildings B & C R/T DG9-4-7 HO12 4_4_8 F E -F 0.34 402 C 0.19 0.15 Wind Loads - ANSI / ASCE 7-98 Online Plus -- Version 19.5.029 TL Defl RUN DATE: 27-SEP-06 LL Defl O. C. From TO TC Cont. 0- 0- 0 8- 7- 8 BC Cont. 0- 0- 0 S- 7- 8 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" L~unber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Plus i BC LL Load Case(s) Shear // Grain in F -B 0.47 Plates for each ply each face. PLATING CONFOP~S TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LLR4BER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area A LOCK 2.0× 4.0 Ctr Ctr 0.67 F LOCK 2.0x 4.0 Ctr Ctr 0.00 B LOCK 2.0x 4.0 Ctr Ctr 0.38 E LOCK 2.0x 4.0 Ctr Ctr 0.00 C LOCK 2.0x 4.0 Ctr Ctr 0.38 PO Box 280055 Tampa, FL 33682 P~FER TO ROBBINS ENG. GENERAL : NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx NOTES: Cont. Brg 0- 4- i to 8- 3- 7 Trusses Manufactured by: 1042 466 Hz = 303 TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: Membr CSI P Lbs Axl-CSI-Bnd ANSI/TPI 95 & 02 .......... Top Chords .......... Provide connection to bearing A -F 0.55 244 C 0.01 0.54 for 302 Lbs HOrlZ Reaotlon F B 0.68 65 C 0.00 0.68 Desig~ checked for LL on BC ........ Bottom Chords ......... per BOCA (section 1606.2.3) , A -S 0.27 78 T 0.00 0.27 IBC/IRC-2003 and FBC 2004 E -C 0.40 0 T 0.00 0.40 (section 1607.1), 20.0 psf. ............. Webs ............. No wind exposure On right end. C -B 0.58 181 C 0.00 0.58 Refer to Gen Dst 3 series for .......... Gable Webs .......... web bracing and plating. Truss Ks designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Job ~k Q~an Type Span P1-H1 Left OH Right OH E [!ngm¢¢li,g J607003R BV4 8 MONO 60708 6 00 ~ T06092633 I U# J#J607003R Buildings B & C R/T Scale 0505~- 1' E -F 0.36 283 C 0.13 0.23 Wind-Force Resistance System. Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size .... Lumber .... TC 0.43 2x 3 SPF-#2 BC 0.27 2x 3 SPF-#2 WB 0.13 2x 4 SPF-STUD GW 0.36 2x 3 SPF-STUD 0. C. From TO TC Cont. 0- 0- 0 6- 7- 8 BC Cont. 0- 0- 0 6- 7- 8 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plus 4 Wind Load Case(s) Plus 1 BC LL Load Case(s) : Jt React Uplft Size Req'd Membr CSI P Lbs Axl-CSI-Bnd TL Dell -0.02" in A -E L/999 Shear // Grain in A -F 0.38 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. PO Box 280055 Tampa, FL 33682 TRIANGLE BUILDING PRODUCTS Analysis Confo~s TO: ANSI/TPI 95 & 02 .......... Top Chords .......... Design checked for LL on BC A -F 0.43 144 C 0.00 0.43 per BOCA (section 1606.2.3), F -B 0.30 40 C 0.00 0.30 IBC/IRC-2003 and FBC 2004 ........ Bottom Chords ......... (section 1607.1), 20.0 psf. A -E 0.27 85 C 0.02 0.25 NO wind exposure on right end. E -C 0.14 0 T 0.00 0.14 Refer to Gen Der 3 series for ............. Webs ............. web bracing and plating. C -B 0.13 100 C 0.00 0.13 Wind Loads - ANSI / ASCE 7-98 .......... G~ble Webs .......... Truss is designed as a Main Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Tlq~e: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.S Unbalanced Load Factor 0.0 Max comp. force 283 Lbs Quality Control Factor 1.25 Truxs Desi~n ~En inecr 'Fhomas A Albam Iiccnse Il ])773~7-I Address P O Box 280055 ] ampa, I:I 33682 Date Sealed 9/27/2006 JOb Mark Quan Type Span P1-H1 Left OH Right OH ~n~meenn~ J607003R BV5 8 MONO 40708 6 0 0 ]06092633 U# J#J607003R Buildings B & C R/T 1 2 -4-8 HO 2-4-8 Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 TL Defl 0.09" in A -C L/642 LL Dell -0.05" in A -C L/999 Shear // Grain in A -B 0.42 Plates for each ply each face. CSI -Size ..... Lumber .... PLATING CONFORMS TO TPI. TC 0.60 2x 3 SPF-#2 PLATE VALUES MAY BE VERIFIED BC 0.46 2x 3 SPF-#2 WITH ROBBINS MANUFACTURING. WB 0.05 2x 4 SPF-STUD GRIP BASED ON SPF & SYP LUMBER USING GROSS AR~A TEST. Brace truss as follows: Plate LOCK 20 Ga, Gross Area O.C. From TO Plate - RHS 20 ga, Gross Area TC Cont. 0- 0- 0 4- 7- 8 Jt Type Plt Size X Y JSI BC Cont. 0- 0- 0 4- 7- 8 A LOCK 2.0x 4.0 Ctr Ctr 0.59 B LOCK 1.0x 3.0 Ctr Ctr 0.75 Loading Live Dead (psf) C LOCK 1.0x 3.0 Ctr Ctr 0.75 TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 REVIEWED BY: Spacing 24.0" Robbins Engineering, Inc. Lum~er Duration Factor 1.15 PO Box 280055 Plate Duration Factor 1.15 Tampa, FL 33682 BC Fb=l.10 Fc=l.10 Ft=l.10 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Plus 4 Wind Load Case{s) Jt React Uplft S~ze Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 4- 1 to 4- 3- 7 450 242 Hz = 154 ~lembr CSI P Lbs ~l-CSI-Bnd .......... Top Chords .......... A -B 0.60 76 C 0.00 0.60 NOTES: Trusses Manufactured TRI~NGLE BUILDING PRODUCTS ANSI/TPI 95 & 02 per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. ........ Bottom Chords ......... No wind exposure on right end. A -C 0.46 203 C 0.04 0.42 Refer to Gert Det 3 series for ............. Webs ............. web bracing and plating. C -B 0.05 169 C Wind Loads - ANSI / ASCE 7-98 Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Rain Load 0.0 psf Exposure Factor 1.2 unbalanced Load Factor 0.0 Max comp. force 203 Lbs Quality Control Factor 1.25 I.iccnse Date Sealed 9/27/2006 J607003R BV6 8 U# J#J607003R Buildings B & C R/T Type Span P1-H1 Left OH Right OH Hn~,nec[ing MONO 20708 6 0 0 106092633 148 2 £~c Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 TL Dell -0.01" in A -C L/999 LL Dell 0.00" in A -C L/999 Shear // Grain in A -B 0.18 Plates for each ply each face. CSI -Size ..... Lumlber .... PLATING CONFORMS TO TPI. TC 0.14 2x 3 SPF-#2 PLATE VALUES MAY BE VERIFIED BC 0.12 2x 3 SPF-#2 WITH ROBBINS MANUFACTURING. WB 0.03 2x 4 SPF-STUD GRIP BASED ON SPF & SYF LUMBER USING GROSS AREJ% TEST. Brace truss as follows: Plate - LOCK 20 Ga, Gross Area O.C. From To Plate - RHS 20 Ga, Gross Area TC Cont. 0- 0- 0 2- 7- 8 Jt Type Plt Size X Y JSI BC Cont. 0- 0- 0 2- 7- 8 A LOCK 2.0x 4.0 Ctr Ctr 0.56 B LOCK 1.0x 3.0 Ctr Ctr 0.75 Leading Live Dead (psf) C LOCK 1.0x 3.0 Ctr Ctr 0.75 TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 REVIEWED BY: Spacing 24.0" Robbins Engineering, Inc. Lumber Duration Factor 1.15 PO Box 280055 Plate Duration Factor 1.15 Tampa, FL 33682 BC Fb~l.10 Fc=l.10 Ft=l.10 REFER TO ROBBINS ENG. GENEP~%L NOTES A~D SYMBOLS SHEET FOR ADDITIONA~ SPRCIFICATIONS. Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 4- 1 to 2- 3- 7 239 129 Hz = 80 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A -B 0.14 41 C 0.00 0.14 NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1) , 20.0 psf. ........ Bottom Chords ......... No wind exposure on right end. A -C 0.12 51 C 0.01 0.11 Refer to Gen Dst 3 series for ............. Webs ............. web bracing and plating. C -B 0.03 90 C Wind Loads - ANSI / ASCE 7-98 9.2 LBS Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building T~pe: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 90 Lbs Quality Control Factor 1.25 Dale Sea]ed: 9/27/2006 Quan Type Span P1-H1 Left OH Right OH ! En~in¢,'ring J607003R BV7 4 MONO 100708 6 0 0 i 1-06092633 U# J#J607003R Buildings B & C R/T 4-8 DG I1-7-4 Scale 0 362" = I' Robblns Eng,n~ring, Inc./Online Plus~ APPROX. TRUSS WEIGHT: 48.3 LBS Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size ..... Lumber TC 0.54 2x 3 SPF-#2 BC 0.32 2x 3 SPF-#2 WB 0.06 2x 4 SFF-#2 GW 0.33 2x 3 SPF-STUD O. C. From TO TC Cont. 0- 0- 0 10- 7- 8 HC Cont. 0- 0- 0 10- 7- 8 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 .......... Gable Webs .......... No wind exposure on right end. E -F 0.33 365 C 0.17 0.16 Refer to Gen Det 3 series for G -H 0.30 300 C 0.14 0.16 TL Defl -0.03" in E -G L/999 LL Defl -0.02" in E -G L/999 Shear // Grain in F -H 0.42 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACT~3RING. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RRS 20 Ga, Gross Area Jt T~pe Plt Size X Y JSI A LOCK 3.0x 3.0 Ctr 0.2 0.63 F LOCK 2.0x 4.0 Ctr Ctr 0.00 H LOCK 2.0x 4.0 Ctr Ctr 0.00 B LOCK 1. Ox 3.0 Ctr Ctr 0.75 E LOCK 2.0x 4.0 Ctr Ctr 0.00 G LOCK 2.0x 4.0 Ctr Ctr 0.00 C LOCK 1.0x 3.0 Ctr Ctr 0.75 web bracing and plating. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per A~CE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 365 Lbs Quality Control Factor 1.25 .......... Top Chords .......... Trusses Manufactured by: A -F 0.52 327 C 0.02 0.50 TRIANGLE BUILDING PRODUCTS F -H 0.54 174 C 0.00 0.54 Analysis Conforms To: H -B 0.34 41 C 0.00 0.34 ANSI/TPI 95 & 02 ........ Bottom Chords ......... Provide connection to bearing A -E 0.28 87 T 0.02 0.26 for 376 Lbs Horiz Reaction E -G 0.32 0 T 0.00 0.32 Design checked for LL on BC G -C 0.21 0 T 0.00 0.21 per BOCA (section 1606.2.3), ............. Webs ............. IBC/IRC-2003 and FBC 2004 C -B 0.06 98 C 0.00 0.06 (section 1607.1), 20.0 psf. Job Mark Quan Type Span P1-H1 Left OH Right OB Engineer,n8 J607003R BV8 4 TR 30800 6 0 0 T06092633 U# J#J607003R Buildings B & C R/T 11-12 DG 1-9-7 ertl,ne Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size ..... Lumber--- TC 0.04 2x 3 SPF-#2 BC 0.03 2x 3 SPF-#2 Brace truss as follows: O. C. From To TC Cont. 0- 0- 0 3- 8- 0 BC Cont. 0- 0- 0 3- 8- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Ex In-Ex Cont. Brg 0- 4- 1 to 3- 3-15 315 120 Hz = 20 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords A -B 0.04 141 C 0.00 0.04 B -C 0.04 141 C 0.00 0.04 ........ Bottom Chords ......... A -C 0.03 14 C 0.00 0.03 TL Dell 0.00" in A -C L/999 LL Defl 0.00" in A -C L/999 Shear // Grain in A -B 0.12 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE V~LUES MAY BE VERIFIED WITH RORBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 2.0x 4.0 Ctr Ctr 0.57 B LOCK 4.0x 4.0 Ctr-l.6 0.41 C LOCK 2.0x 4.0 Ctr Ctr 0.57 REVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Refer to Gen Dst 3 series for web bracing and plating. Wind Loads - A/~SI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. W~nd Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Lead : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 141 Lbs Quality Control Factor 1.25 'lrt~s l)esi n En ineer: Thomas A Albani I /cense#: ~]773~-1 Date Sealed: 9/27/2006 Job ~rk Quan T~pe Span P1-H1 Left OH Right OH ~{ngme¢llng J607003R BV9 2 TR. 40300 6 0 0 T01ff)92033 U~ J#J607003R Buildings B & C R/T TC Online Plus -- Version 19.5.029 RUN DATE: 27-$EP-06 CSI Size ..... Lu~ber .... TC 0.06 2x 3 SPF-#2 BC 0.05 2x 3 SPF-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 4- 3- 0 BC Cont. 0- 0- 0 4- 3- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Ex In-Ex Cont. Brg 0- 4- I to 3 10-15 377 143 HZ = 25 Membr CSI P Lbs Axl -CS I-Bnd .......... Top Chords .......... A -B 0.06 176 C 0.00 0.06 B -C 0.06 176 C 0.00 0.06 ........ Bottom Chords ......... A -C 0.05 24 C 0.00 0.05 LL Defl 0.00" in A -C L/999 Shear // Grain in A -B 0.16 Plates for each ply each face. PLATING CONFORMS TO TPI. B LOCK 4.0x 4.0 Ctr-l.6 0.42 PO Box 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GE~PJ~L NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: A~SI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. R~fer to Gen Det 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind Speed: 120 mph Mean Roof Height: 25 0 Exposur~ Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per kSCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 176 Lbs Quality Control Factor 1.25 License # 077357 I Address: P O Box 2800qq Tampa. FI 33682 Dale Sealed 9/27/2006 J~ ~ark Quan Type Span J607003R BVI0 4 DUAL 181112 U~ J~J607003R Buildings B & C R/T P1-H1 Left OH Right OH Engmeering 6 0 0 1'06092633 5-10-0 4x4 ~57 / / //'7 / / Z7777 ZZT.??ZT// /_777//77 / / 77 / / ~ Online Plus -- Version 19.5.029 R%rN DATE: 27-SEP-06 CSI -Size ..... Lumber .... TC 0.65 2x 3 SPF-#2 BC 0.34 2x 3 SEF-#2 WB 0.79 2x 3 SPF-STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 18-11-12 BC Cont. 0- 0- 0 18-11-12 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumb~r Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Plus 1 BC LL Load Case(s) : Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 4- i to 18- 7-11 2530 807 Ez = 267 .......... Top Chords .......... N -0 0.65 235 T 0.01 0.64 O -B 0.60 322 T 0.00 0.60 B -P 0.61 301 T 0.00 0.61 P -I 0.64 143 T 0.00 0.64 M -N 0.25 430 C 0.14 L -O 0.21 427 C 0.03 D -B 0.23 236 C 0.01 K -P 0.21 433 C 0.14 J -I 0.79 237 C 0.00 TL Dell -0.03" in M -L LL Defl -0.02" in M -L Plates for each ply each face. PLATING CONFOP~4S TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYF LUMBER USING GROSS A~EA TEST. Plate - LOCK 20 Ga, Gross Plate - PJ~S 20 Ga, Gross Jt Type Plt Size X Y A LOCK 3.0x 4.0 Ctr 0.2 N LOCK /.Ox 3.0 Ctr Ctr 0 LOCK 1.0x 3.0 Ctr Ctr B LOCK 4.0x 4.0 Ctr-0.2 P LOCK 1.0x 3.0 Ctr Ctr I LOCK 2.0x 4.0 Ctr Ctr M LOCK 1.0x 3.0 Ctr Ctr L LOCK 1.0x 3.0 Ctr Ctr S1 LOCK 3.0x 4.0 Ctr 0.2 D LOCK 1.0x 3.0 Ctr Ctr K LOCK 1.0x 3.0 Ctr Ctr J LOCK 2.0x 4.0 Ctr Ctr 0.11 (section 1607.1), 20.0 psf. 0.18 Prevent truss rotation at all 0.22 bearing locations. 0.07 Refer to Gert Dst 3 series for 0.79 web bracing and plating. Wind Loads - ANSI / ASCE 7-98 L/999 Truss is designed as a Main L/999 Wind-Force Resistance System. 0.51 Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building T!mpe: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Area Roof Snow Load per ASCE 7-02 Area Ground Snow Load = 45.0 psf JSI Rain Load 0.0 psf 0.69 Importance Factor 1.0 0.77 Thermal Factor 1.0 0.77 Exposure Factor 1.2 0.62 Balanced Load Factor 0.8 0.77 Unbalanced Load Factor 1.2 0.38 Unbalanced Loads Checked 0.91 Load Factors = 1.25 and 0.00 0.91 Max comp. force 433 Lbs 0.62 Quality Control Factor 1.25 0.91 0.91 0.40 P~EVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. ........ Bottom Chords ......... NOTES: A -M 0.28 90 C 0.00 0.28 Trusses Manufactured by: M -L 0.33 0 T 0.00 0.33 TRIANGLE BUILDING PRODUCTS L -S1 0.21 0 T 0.00 0.21 /~nalysis Conforms TO: S1-D 0.22 0 T 0.00 0.22 ANSI/TPI 95 & 02 D -K 0.32 0 T 0.00 0.32 Design checked for LL on EC K -J 0.34 0 T 0.00 0.34 per HOCA (section 1606.2.3) , ............. Webs ............. IBC/IRC-2003 and FBC 2004 Dale Sealed: 912712006 J607003R BVI 1 4 DUA~ ~5~2 6 0 0 ~] 06092633 U# J#J607003R Buildings B & C R/T - 4x4 DG 10-4 12 DG 8-0-10 B HO 12 lx3 . ~ 2x411 HO 1-7-6 Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size ..... Lumber .... TC 0.79 2x 3 SPF-#2 BC 0.35 2x 3 SPF-#2 WB 0.48 ~x 3 SPF-ST~/D Brace truss as follows: O.C. From TO TC Cont. BC Cont. 0- 0- 0 15-11-12 0- 0- 0 15-11-12 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.O Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Plus 1 BC LL Lead Ca~e(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 4- 1 to 15- 7 11 1955 671 HZ = 205 .......... Top Chords .......... ............. Webs ............. L -M 0.29 468 C 0.15 0.14 K -N 0.44 309 C 0.02 0.42 J -0 0.48 325 C 0.02 0.46 I -P 0.48 379 C 0.01 0.47 H -G 0.26 49 C 0.00 0.26 TL Defl -0.04" in A -L L/999 LL Dell -0.03" in L -K L/999 Shear // Grain in A -M 0.55 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES ~AY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS A~EA TEST. Plate - LOCK 20 Ga, Gross Area Plate - P~HS 20 Ga, Gross Area Jt Type Plt Size x Y JSI A LOCK 3.0x 4.0 Ctr 0.2 0.64 M LOCK 1.0x 3.0 Ctr Ctr 0.75 N LOCK 1.0x 3.0 Ctr Ctr 0.75 B LOCK 4.0x 4.0 Ctr-l.6 0.58 O LOCK 2.0x 4.0 Ctr Ctr 0.38 P LOCK 2.0x 4.0 Ctr Ctr 0.38 G LOCK 1.0x 3.0 Ctr Ctr 0.75 L LOCK 1.0x 3.0 Ctr Ctr 0.88 K LOCK 1.0x 3.0 Ctr Ctr 0.75 J LOCK 1.0x 3.0 Ctr Ctr 0.75 I LOCK 1.0x 3.0 Ctr Ctr 0.79 H LOCK 1.0x 3.0 Ctr Ctr 0.75 P~EVIHWED BT: Robhins Engineering, Inc. PO Box 280055 Tampa, FL 33682 P~EFER TO ROBBINS ENG. GENERAL NOTES AND Slq4BOLS SHEET FOR ADDITIONAL SPECIFICATIONS. ........ Bottom Chords ......... NOTES: A -L 0.35 124 C 0.00 0.35 Trusses Manufactured by: L -K 0.35 0 T 0.00 0.35 TRIANGLE BUILDING PRODUCTS K -J 0.16 0 T 0.00 0.16 Analysis Conforms To: J -I 0.32 0 T 0.00 0.32 ANSI/TPI 95 & 02 I -H 0.18 0 T 0.00 0.18 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. web bracing and plating. Wind Loads - A~SI / ASCE 7-98 Wind Speed: 120 mph ~ean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building TSrpe: Enclosed TC Dead Load : 4.0 psf Roof Snow Load per ASCE 7-02 Rain Load 0.0 psf Thermal Factor 1.0 Balanced Load Factor 0.8 Unbalanced Loads Checked Quality Control Factor 1.25 Date Sealed: 9~7~006 JOb Mark Quan ~.J607003R BV12 z 4 U# J#J607003R Buildings B & C R/T Type Span Pi-B1 Left OH Right OH / t!ngineering DUAL 121112 6 0 0j T0609263~3 DG 8-1 15 HO 12 4x4 -- B DG 6-7 13 Scale: 0.457" = 1' Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size ..... Lumber .... TC 0.59 2x 3 SPF-#2 EX B -E 2x 3 SPF-2100 BC 0.62 2x 3 SPF-#2 WB 0.78 2x 3 SPF-STUD EX F -E 2x 3 SPF-2100 G -H 0.21 416 C 0.13 0.08 D -B 0.78 81 C 0.01 0.77 F -E 0.77 499 C 0.00 0.77 LL Dell -0.07" in D -F L/999 Shear // Grain in B -E 0.58 Plates for each ply each face. PLATING CONFO~4S TO TPI. PLATE VALUES MAY BE %~RIFIED WITH ROBBINS MANUFACTURING. GRIP BA~ED ON SPF & SYP L%~4BER O.C. From To USING GROSS AREA TEST. TC Cont. 0- 0- 0 12-11-12 Plate - LOCK 20 Ga, Gross A~ea BC Cont. 0- 0- 0 12-11-12 Plate - P~HS 20 Ga, Gross Area Jt Type Plt Size X Y JSI Loading Live Dead (psf) A LOCK 3.0x 3.0 Ctr 0.2 0.67 TC 37.8 7.0 H LOCK 1.0x 3.0 Ctr Ctr 0.75 BC 0.0 8.0 B LOCK 4.0x 4.0 Ctr-0.2 0.54 Total 37.8 15.0 52.8 E LOCK 3.0x 4.0-0.2 Ctr 0.32 Spacing 24.0" G LOCK 1.0x 3.0 Ctr Ctr 0.75 Lumb~r Duration Factor 1.15 D LOCK 2.0x 4.0 Ctr Ctr 0.38 Plate Duration Factor 1.15 F LOCK 2.0x 4.0 Ctr Ctr 0.38 Plus 4 W~nd Load Case(s) Plus 2 Unbalanced Load Cases Plus i BC LL Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 4- I to 12- 7-11 1673 534 Hz = 144 M~mbr CSI P Lbs AX1-CSI Bnd ......... Top Chords .......... Analysis Conforms To: A -H 0.59 370 C 0.00 0.59 ANSI/TPI 95 & 02 H -H 0.58 359 C 0.00 0.58 Design checked for LL on BC NOTES: Trusses Manufactured by: TR/ANGLE BUILDING PRODUCTS B -E 0.66 424 C 0.00 0.66 per BOCA (section 1606.2.3), ........ Bottom Chords ......... IBC/IRC-2003 and FBC 2004 A -G 0.22 85 C 0.00 0.22 (section 1607.1), 20.0 psf. G -D 0.45 0 T 0.00 0.45 Refer to Gen Der 3 series for D -F 0.62 0 T 0.00 0.62 web bracing and plating. ............. Webs ............. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph b~an Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 499 Lbs Quality Control Factor 1.25 Date Sealed: 9/27D006 Job Mark [Quan T~e Span P1-H1 Left OH Right OH J607003R By!}~ 4, DUAL 91112 6 0 0[ T 06092633 U# J#Jf07003R Buildings B & C R/T 2-10-0 DG 5 11 2 4x4 HO 12 DG 5-3-3 5-6-8 5-6-8 9-11-12 Scale: 0592" = 1' Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 C8I -Size .... Lumber- - TC 0.89 2x 3 SPF-#2 BC 0.67 2x 3 SPF-#2 WB 0.17 2x 3 SPF-ST//D SL 0.21 2x 3 SPF-STUD O.C. From To TC Cont. 0- 0- 0 9-11-12 BC Cont. 0- 0- 0 9-11-12 Loading Lxve Dead (psf} TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-S× Cont. Brg 0 4- i to 9- 7 11 1018 398 Hz = 93 Membr CSI P Lbs Axl-CSI-Bnd ___l ...... Top Chords .......... A -B 0.89 594 C 0.00 0.89 B -E 0.58 598 C 0.00 0.58 E -C 0.15 107 C 0.00 0.15 ........ Bottom Chords ......... A -D 0.67 272 C 0.00 0.67 D -C 0.33 4 T 0.00 0.33 ........... Sliders .......... Wind-Force Resistance System. E -C 0.21 673 C Wind Speed: 120 mph TL Defl -0.16" in A -D L/749 LL Dofl -0.12" in A -D L/999 Shear // Grain in A B 0.59 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VJ~LBES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LBI4BER USING GROSS ~ TEST. Plate - LOCK 20 Ga, Gross Area Plate - PJ~S 20 Ga, Gross Area Jt Type Plt Size X X JSI A LOCK 2.0x 4.0 Ctr Ctr 0.70 B LOCK 4.0x 4.0 Ctr-0.2 0.50 E LOCK 3.0x 4.0 Ctr Ctr 0.50 C LOCK 3.0x 6.0-1.5 0.3 0.77 D LOCK 1.0x 3.0 Ctr Ctr 0.75 PO Box 280055 Tampa, FL 33682 per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. web bracing and plating. ............. Webs ............. Wind Loads - ANSI / ASCE 7-98 D -B 0.17 288 T Truss is designed as a Main Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building T!rpe: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Chocked Load Factors = 1.25 and 0.00 Max comp. force 673 Lbs Quality Control Factor 1.25 Truss Design Enga neet: Thoma_s A Albani License #: 077357 I Dale Sealed 9/27/2006 I J~ ~rk Quan Type Span P1-H1 Left OH Right OH [ 3607003R BV14 i 4 DUAL 61112 6 0 0 U# J#J607003R Buildings B & C R/T 3-8-5 4x4~ DG 3 8-5 TC BC Scale: 0833' = 1' TL Dell -0.09" in A -C L/910 LL Dell -0.03" in A -C L/999 Online Plus -- Version 19.5.029 Shear // Grain in A -B 0.37 RUN DATE: 27-SEP-06 CSI -Size ..... Lumber .... TC 0.37 2x 3 SPF-~2 BC 0.25 2x 3 SPF-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 6-11-12 BC Cont. 0- 0- 0 6-11-12 TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 4- I to 6- 7-11 676 256 Hz = 47 ~embr CSI P Lbs Ax1-CSI-Bnd .......... Top Chords .......... A -B 0.37 350 C 0.00 0.37 B -C 0.37 350 C 0.00 0.37 ........ Bottom Chords ......... A -C 0.25 109 C 0.00 0.25 Plates for each ply each face. PLATING CONFORMS TO TPI. PI4%TE VALUES MAY BE VERIFIED W~TE ROBBINS MANUFACTURING. GRIP BASED ON 8PF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross ;~rea Plate - P~qS 20 Ga, Gross Area Jt Type Pit Size X Y JSI A LOCK 2.0x 4.0 Ctr Ctr 0.64 B LOCK 4.0x 4.0 Ctr-l.6 0.45 C LOCK 2.0x 4.0 Ctr Ctr 0.64 REVIEWED BY: Bobbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES A~D SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUII~ING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Refer to Gen Der 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building T~pe: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 lruss Design Engineer: Thomas A Albani I_ic rise# 07735%1 Ad~ress P O Box 280055, Fampa. FL 33682 Date Sealed: 9/27/2006 JOb M~k Quan Type Span P1-H1 Left OH Right OH I.~mecn.g J607003R BVI5 ,l TR 30100 ~ 0 0 T06092633 U# J#J607003R Buildings B & C R/T DG 1-5 9 HO 12 Scale: 0 894" - 1' Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size ..... Lumber .... TC 0.02 2x 3 SPF-#2 BC 0.01 2x 3 SPF-#2 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 1- 0 BC Cont. 0- 0- 0 3- 1- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 4 1 to 2- 8-15 254 96 Hz = 15 Me,hr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A -B 0.02 106 C 0.00 0.02 B -C 0.02 106 C 0.00 0.02 ........ Bottom Chords ......... TL Defl 0.00" in A -C L/999 LL Defl 0.00" in A -C L/999 Shear // Grain in A B 0.08 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAY BE VERIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING SROSS AREA TEST, Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Ty~e Plt Size X Y JSI A LOCK 2.0x 4.0 Ctr Cfr 0.56 B LOCK 4.0x 4.0 Ctr-l.6 0.40 C LOCK 2.0x 4.0 Ctr Ctr 0.56 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SEEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and ~BC 2004 (section 1607.1), 20.0 psf. Refer to Gen Dst 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 E~posure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 106 Lbs Quality Control Factor 1.25 Date Sealed: 9/27/2006 JOb I ~k Quan Type Span Pi-B1 Left OH Right OH J607003R BVI6 I 4, TR 121100 6 0 0 T06092633 U# ~#J607003R Buildings B & C R/T 4x4 Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size ..... Lumber .... TC 0.17 2x 3 SPF-#2 BC 0.08 2x 3 SPF-#2 WB 0.07 2x 3 SPF-STUD O. C. From To TC Cont. 0- 0- 0 12-11- 0 BC Cont. 0 0 0 12-11- 0 Loading TC BC Toi~al Spacing Live Dead (psf) 37.8 7.0 0.0 8.0 37.0 15.0 52.8 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req~d Lbs Lbs In-Sx In-Sx Cont. Brg 0- 4- I to 12- 6-15 1292 490 HZ = 94 Membr CSI P Lbs axl-CSI-Bnd ......... Top Chords .......... A -I 0.16 76 C 0.00 0.16 I3~--5~-~ 0.17 72 C 0.00 0.17 J -B 0.17 105 T 0.00 0.17 B -K 0.17 105 T 0.00 0.17 K -L 0.17 72 C 0.00 0.17 L -C 0.16 76 C 0.00 0.16 ........ Bottom Chords ......... A -H 0.08 33 C 0.00 0.08 H -G 0.04 0 T 0.00 0.04 G -D 0.02 0 T 0.00 0.02 D -F 0.02 0 T 0.00 0.02 F -E 0.04 0 T 0.00 0.04 E -C 0.08 33 C 0.00 0.08 H -I 0.07 220 C G -J 0.07 229 C D -B 0.04 109 C F -K 0.07 229 C E -L 0.07 220 C TL Deli 0.00" in E -C L/999 LL Defl 0.00" in E -C L/999 Shear // Grain in J -B 0.27 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VA~UESMAY BE ~RIFIED WITH ROBBINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS ABEA TEST. Plate - LOCK 20 Ga, Gross A~ea Plate - RHS 20--Ga, Gros~.~rea Jt Type Plt Size X ¥ JSI A LOCK 3.0x 3.0 Ctr 0.2 0.67 I LOCK 1.0x 3.0 Ctr Ctr 0.75 J LOCK 1.0x 3.0 Ctr Ctr 0.75 B LOCK 4.0x 4.0 Ctr-0.2 0.53 K LOCK 1.0x 3.0 Ctr Ctr 0.75 L LOCK 1.0x 3.0 Ctr Ctr 0.75 C LOCK 3.0x 3.0 Ctr 0.2 0.67 H LOCK 1.0x 3.0 Ctr Ctr 0.75 G LOCK 1.0x 3.0 Ctr Ctr 0.75 D LOCK 1.0x 3.0 Ctr Cfr 0.75 F LOCK 1.0x 3.0 Ctr Ctr 0.75 E LOCK 1.0x 3.0 Ctr Ctr 0.75 ANSI/TPI 95 & 02 per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Refer to Gen Det 3 series for web bracing and plating. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 E~osure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 229 Lbs Quality Control Factor 1.25 license # ~773~7 I Date Sealed 9/27/2006 JOb M~rk Quan Type Span P1-H1 Left OH Right OH J607003R BVI7 4 TR 81100 6 0 0 106092633 U# J#J607003R Buildings B & C R/T 2-3-8 DG 4-8-9 4x4 Scale 0688"= 1 Shear // Grain in A -B 0.46 TC Dead Load : Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size ..... Lumber .... TC 0.53 2x 3 SPF-~2 BC 0.36 2x 3 SPF-#2 O.C. From TO TC Cont. 0 0 0 8-11- 0 BC Cont. 0- 0- 0 8-11- 0 Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Plus 4 Wind Load Case(s) Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 4- 1 to 8 6-15 870 330 Hz = 62 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A -B 0.53 ~20 c 0.00 0.5~ B -C 0.53 420 C 0.00 0.53 Plates for each ply each face. PLATING CONFORMS TO TPI. NOTES: TRIANGLE BUILDING PRODUCTS · ~nalysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA {section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Refer to Gert Det 3 series for Web bracing and plating. Wind Loads - ANSI / ASCE 7-98 ........ Bottom Chords ......... Truss is designed as a Main A -D 0.36 150 C 0.00 0.36 Wind-Force Resistance System. D -C 0.36 150 C 0.00 0.36 Wind Speed: 120 mph ............. Webs ............. Mean Roof Height: 25-0 D -B 0.01 18 T Exposure Category: C Occupancy Factor : 1.00 TL Dell -0.06" in A -D L/999 Building Type: Enclosed LL Dell -0.04" in A -D L/999 Zone location: Exterior 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 1.2 Unbalanced Loads Checked Load Factors = 1.25 and 0.00 Max comp. force 420 Lbs Quality Control Factor 1.25 Date Sealed 9/27/2006 J607003 R BV 18 4 ~ J#J607003R Buildings B & C R/T Type Span P1-H1 Left OH Right OH Irlgmeerm~ TR 41100 6 0 0 T06092633 1-3-8 4-11-0 -9 PLA~ES ARK LOCK20 Sca[e: 0 896" 1' Onlmne Plus -- Version 19.5.029 R~N DATE: 27-SEP-06 CSI -Size ..... Lumber TC 0.10 2x 3 SPF-~2 BC 0.07 2x 3 SPF-#2 TC Cont. 0- 0- 0 4-11- 0 BC Cont. 0- 0- 0 4-11- 0 Loading Live Dead (psf) TC 37.0 7.0 BC 0.0 8.0 Total 37.8 15.0 52.8 Spacing 24.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Jt React Uplft Sxze Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 4- 1 to 4- 6-15 447 170 Hz = 30 Membr CSI P Lbs Ax1-CSI-Bnd .......... Top Chords .......... A -B 0.10 216 C 0.00 0.10 B -C 0.10 216 C 0.00 0.10 ........ Bottom Chords ......... A -C 0.07 38 C 0.00 0.07 LL Defl 0.00" in A -C L/999 Shear // Grain in A -B 0.20 Plates for each ply each face. PLATING CONFORMS TO TPI. PLATE VALUES MAE BE VERIFIED WITH ROBBINS MANUFACTURING. REFER TO ROBBINS ENG. GENERAL NOTES A~D SY~4~OLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BE per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (sectzon 1607.1), 20.0 psf. Refer to Gen Der 3 series for w~b bracing and plating. Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building ~rpe: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 216 Lbs Quality Control Factor 1.25 Date Sealed: 9/27~0~6 Job Mark Quan Type Span P1-B1 Left OB Right OH },~mecdn~ .1607003R BVI 9 4 JCA2 50508 3 0 0 T06092633 U# J#J607003R Buildings B & C R/T RObbins Engln~ring, Inc./0nline PlusTM ~P~OX. TRUSS Online Plus -- Version 19.5.029 RDN DATE: 27-SEP-06 LL Defl -0.01" in A -C L/999 Shear // Grain in A -B 0.53 Plates for each ply each face. CSI -Size ..... Lumber .... PLATING CONFORMS TO TPI. TC 0.63 2x 3 SPF-#2 PLATE VALUES MAY BE VERIFIED BC 0.12 2x 3 SPF-#2 WITH ROBBINS MANUFACTURING. WB 0.05 2x 3 SPF-STUD GRIP BASED ON SPF & SYP LUMBER USING GROSS AR~A TEST. Brace truss as follows: Plate - LOCK 20 Ga, Gross Area O.C. From To Plate - RHS 20 Ga, Gross Area TC Cont. 0- 0- 0 5- 5- 8 Jt T~pe Plt Size X Y JSI BC Cont. 0- 0- 0 5- 5- 8 A LOCK 2.0x 4.0 Ctr Ctr 0.74 B LOCK 1.0x 3.0 Ctr Ctr 0.75 Loading Live Dead (psf) C LOCK 1.0x 3.0 Ctr Ctr 0.75 TC 37.8 7.0 Total 37.8 15.0 52.8 REVIEWED BY: Spaclng 24.0" Robbins Engineering, Inc. Lumber Duration Factor 1.15 PO BOX 280055 Plate Duration Factor 1.15 Tampa, FL 33682 BC Fb=l.10 Fc=i.10 Ft=l.10 P, EFER TO ROBBINS ENG. GENEP~-L NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Plus 4 Wind Load Case{s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Ex Cont. Brg 0- 7- 5 to 4-10- 3 512 272 Hz = 113 NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Membr CEI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A -B 0.63 48 C 0.00 0.63 ........ Bottom Chords ......... Refer to Gen Det 3 series for A -C 0.12 3 C 0.0S 0.12 web bracing and plating. ............. Webs ............. Wind Loads - ANSI / ASCE 7-98 C -B 0.05 151 C WindLd Truss is designed as a Main Scale:~_907~=1'_ ~IGHT: 16.3 LBS Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor Max comp. force 151 Lbs Quality Control Factor 1.25 Date Sealed 9/27/2006 J~ Mark Quan T~pe Span P1-H1 Left OH J607003R BV20 4 JCA~ 40200 3 0 U# J#J607003R Buildings B & C R/T HO 1-1 4 Online Plus -- Version 19.5.029 RUN DATE: 27-SEP-06 CSI -Size .... Lumber .... TC 0.24 2x 3 SPF-#2 BC 0.07 2x 3 SPF #2 WB 0.03 2x 3 SPF-STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 4- 2- BC Cont. 0- 0 0 4- 2- Loading Live Dead (psf) TC 37.8 7.0 BC 0.0 8_0 Total 37.8 15.0 52.8 Spacing 24.0" Lumb~r Duration Factor 1.15 Plate Duration Factor 1.15 Plus 4 Wind Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 7- 5 to 3- 6-11 376 199 Hz = 80 M~mbr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... A -B 0.24 33 C 0.00 0.24 Shear // Gramn in A -B 0.35 Plates for each ply each face. PLATING CONFOF~4S TO TPI. PLATE VALUES MAY BE~RIFIED WITH RO~BINS MANUFACTURING. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross ~rea Plato - P~HS 20 Ga, Gross A~oa Jt Type Plt Size X Y JSI A LOCK 2.0x 4.0 Ctr Ctr 0.71 B LOCK 1.0x 3.0 Ctr Ctr 0.75 C LOCK 1.0x 3.0 Ctr Ctr 0.75 REVIEWED BY: PO Box 280055 Tampa, FL 33682 NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. ........ Hottom Chords ......... Refer to Gen Dot 3 series for A -C 0.07 4 C 0.00 0.07 web bracing and plating. ............. Webs ............. Wind Loads - ANSI / ASCE 7-98 C -B 0.03 108 C WindLd Truss is designed as a Main Wind-Force Resistance System. Wind Speed: 120 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.0 psf BC Dead Load : 5.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load = 45.0 psf Rain Load = 0.0 psf Importance Factor 1.0 Thermal Factor 1.0 Exposure Factor 1.2 Balanced Load Factor 0.8 Unbalanced Load Factor 0.0 Max comp. force 108 Lbs Quality Control Factor 1.25 Job Mark Quan Type J607003F2 B9 2 M100 Span P1-B1 Left OH Right OH Ingmcerm~ 20108 10400 0 0 ¥06081792 1-4-0 Scale: 0.887" = 1' Online Plus -- Version 19.0.034 RUN DATE: 16-AUG-06 CSI -Size ..... Lumber .... TC 0.14 3x 2 SPF-#2 BC 0.02 3x 2 SPF-#2 WB 0.25 3x 2 SPF-STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 2- 1- 8 BC Cont. 0- 0- 0 2- 1- 8 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases Jt ~eact Uplft Size P~q'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 1- 8 to 2- 0- 0 164 0 Hz = 0 Membr CSI P Lbs Axl-CSI-Bnd TL Defl 0.00" in C -F L/999 LL Defl 0.00" in C -F L/999 Shear // Grain in A -D 0.22 Plates for each ply each face. PLATING CONFORbig TO TPI PLATE VJLLUES ~i~Y BE VERIED WITH ROBBINS ENGINEERING, INC. G~IP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - P~HS 20 Ga, Gross Area Jt T~pe Plt Size X Y JSI A LOCK 1.0x 3.0 Ctr Ctr 0.90 A LOCK 1.0x 3.0 Ctr Ctr 0.00 D LOCK 1.0x 3.0 Ctr Ctr 0.90 D LOCK 1.0x 3.0 Ctr Ctr 0.00 C LOCK 2.0x 4.0 Ctr 0.5 0.90 F LOCK 2.0x 4.0 Ctr 0.5 0.90 REVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGL~ BUILDING PRODUCTS .......... Top Chords .......... Analysis Conforms To: A -D 0.14 14 C 0.00 0.14 ........ Bottom Chords ......... C -F 0.02 0 T 0.00 0.02 C -A 0.25 75 C 0.00 0.25 F -D 0.25 75 C 0.00 0.25 ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 75 Lbs Quality Control Factor 1.25 Date Sealed 8/16/2006 wa ~k Quan Type Span P1-H1 Left OB J607003F2 BI0 6 MiO0 151000 10200 0 U# J#J607003F2 Buildings B & C 2nd F/T Right OH Engineering 0 T06081792 W:308 Bc --- -s--3Jl2 Online Plus -- version 19.0.034 RU~ DATE: 16-AUG 06 CSI -Size ..... Lumber TC 0.86 3x 2 SPF-2100 BC 1.00 3x 2 SPF-2100 WB 0.78 3x 2 SPF-STUD Brace truss as follows: O.C. From TO TC Cent. 0- 0- 0 15-10- 0 BC Cont. 0- 0- 0 15-10- 0 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plato Duration Factor 1.00 ............. Webs ............ Tampa, FL 33682 D -A 0.03 92 C D -J 0.61 1635 C J I 0.69 1005 T I -K 0.10 293 C I -L 0.18 480 C H -L 0.04 127 C G -M 0.06 174 C G -M 0.06 174 C G -N 0.78 1133 T N -C 0.62 1642 C C -B 0.03 97 C LL Defl -0.46" in I -H L/401 Shear // Grain in L -M 0.48 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP EASED ON SPF & SYP LU}~BER USING GROSS AREA TEST. Plato - LOCK 20 Ga, Gross krea Plate - RHS 20 Ga, Gross Area Plus 2 Urdoalanced Load Cases Jt Type Plt Size X Y JSI A LOCK 1.0x 3.0 Ctr Ctr 0.90 Jt React Uplft Size Req'd A LOCK 1.0x 3.0 Ctr Cfr 0.00 Lbs Lbs In-Sx In-Sx J LOCK 3.0x 8.0 Ctr Ctr 0.95 D 722 0 3- 8 1- 8 K LOCK 1.0x 3.0 Ctr Ctr 0.90 C 721 0 3- 8 1- 8 L LOCK 3.0x 3.0 Ctr Ctr 0.82 M LOCK 2.0x 4.0 Ctr-0.5 0.90 Membr CHI P Lbs Axl-CSI-Bnd N LOCK 3.0x 8.0 Cfr Ctr 0.96 .......... Top Chords .......... B LOCK 1.0x 3.0 Ctr Ctr 0.90 A -J 0.26 0 T 0.00 0.26 B LOCK 1.0x 3.0 Ctr Ctr 0.00 J -K 0.44 2447 C 0.07 0.37 D LOCK 3.0x 8.0 1.0 Ctr 0.84 K -L 0.74 2447 C 0.10 0.64 I LOCK 3.0x 6.0-0.2 Ctr 0.95 L -M 0.86 2557 C 0.06 0.80 H LOCK 1.0x 3.0 Ctr Ctr 0.90 M -N 0.86 2557 C 0.06 0.80 G LOCK 3.0x 6.0 Ctr Ctr 0.88 N -B 0.31 0 T 0.00 0.31 C LOCK 3.0x 8.0-1.0 Ctr 0.84 ........ Bottom Chords ......... D -I 0.35 1515 T 0.21 0.14 I -S 1.00 2557 T 0.31 0.69 P~VIEWED BY: H -G 1.00 2557 T 0,31 0.69 Robbins Engineering, Inc. G -C 0.65 1521 T 0.14 0.51 PO Box 280055 P~EFER TO ROBBINH ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITION/fL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 2557 Lbs Quality Control Factor 1.25 Address P O Box 280055. Tampa. Fl 33682 Date Sealed; 8/16/2006 Job ~rk Quan Type Span P1-H1 Left OH J607003F2 BII I moo 40106 10400 0 U# J#J607003F2 Buildings B & C 2nd F/T ' -- Right OH Finginec,m~ 0 T06081792 1-4-0 Sca[e: 0824"- 1' Online Plus -- Version 19.0.034 RLrN DATE: I6-AUG-06 C -A 0.23 72 C 0.00 0.23 F -D 0.23 72 C 0.00 0.23 .......... Gable Webs .......... G -H 0.00 180 C CSI -Size ..... Lumber .... TC 0.26 3x 2 SPF-#2 TL Defl 0.00" in C -G L/999 BC 0.03 3x 2 SPF-#2 LL Dell 0.00" in G -F L/999 WB 0.23 3x 2 SPF-STUD Shear // Grain in A -E 0.26 GW 0.00 3x 2 SPF-STUD Plates for each ply each face. PLATING CONFORMS TO TPI Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 4- 1- 8 BC Cont. 0- 0- 0 4- 1- 8 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 1- 8 to 4- 0- 350 0 HZ = 0 P-EVIEWED BY: Robbins Englneerlng, PO Box 280055 Tampa, FL 33682 Membr CSI P Lbs Axl-CSI-Bnd IRC. .......... Top Chords .......... REFER TO ROBBINS ENG. GENERAL A -E 0.26 14 C 0.00 0.26 NOTES AND SYMBOLS SHEET FOR H -D 0.26 14 C 0,00 0.26 ADDITIONAL SPECIFICATIONS. ........ Bottom Chords ......... C -G 0.03 0 T 0.00 0.03 NOTES: G -F 0.03 0 T 0.00 0.03 Trusses Manufactured by; TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 180 Lbs Quality Control Factor 1.25 Date Scaled 8/]6/2006 Job --~ 'M~rk- Quan Type Span P1-H1 Left OH Rig OH / E,gmecring J607003F2 I B12 I 4 M~00 ~-~-Z000 ~-0200 0 ~ J$J60%~5~ Buf~dih~ ~ C 2nd FT~ ........ l T060~179~ ¥ W:30B Tc l~ 2-7-8 I c 5-2-4 q 7-9-12 8-10-12 Online Plus -- Version 19.0.034 RUN DATE: 16-AUG-fl6 CSI -Size ..... Lu~uber .... TC 0.86 3x 2 SPF-#2 BC 0.65 3x 2 SPF-2100 WB 0.48 3x 2 SPF-STUD Brace truss as follows: O.C. From TO TC Cont. 0~ 0- 0 11-10- 0 BC Cont. 0- 0- 0 11-10- 0 ............. Webs ............. D -A 0.03 91 C D -I 0.43 1143 C I -H 0.35 506 T H -J 0.09 264 C H -O 0.31 453 T B -O 0.06 191 C M -L 0.14 204 T L -C 0.48 1283 C C -H 0.03 93 C TL Defl -0.25" in S -N L/536 LL Defl -0.19" in H -N L/722 Shear // Grain in O -L 0.47 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.15 Fc=l.10 Ft=l.10 Plate - RHS 20 Ga, Gross Area HC Fb=l.10 FC~I.10 Ft=l.10 Jt Type Plt Size X Y JSI A LOCK 1.0x 3.0 Ctr Ctr 0.90 Plus 2 Unbalanced Load Cases A LOCK 1.0x 3.0 Ctr Ctr 0.00 I LOCK 3.0x 6.0 Ctr Ctr 0.85 Jt React Uplft Size Req'd J LOCK 1.0x 3.0 Ctr Ctr 0.90 Lbs Lbs In-Sx In-Sx O LOCK 3.0x 3.0 Cfr Ctr 0.81 D 535 0 3- 8 1- 8 L LOCK 3.0x 4.0 1.0 Ctr 0.95 C 535 0 3- 8 1- 8 B LOCK 1.0x 3.0 Ctr Ctr 0.90 B LOCK 1.0x 3.0 Cfr Ctr 0.00 Membr CSI P Lbs Axl-CSI-Bnd D LOCK 3.0x 6.0 Ctr Cfr 0.85 .......... Top Chords .......... H LOCK 3.0x 6.0 Ctr Ctr 0.60 A -I 0.43 0 T 0.00 0.43 N LOCK 1.0x 3.0 Ctr Ctr 0.90 I -J 0.57 1528 C 0.06 0.51 M LOCK 1.0x 3.0 Ctr Ctr 0.90 J -O 0.81 1528 C 0.10 0.71 C LOCK 3.0x 6.0 Ctr Ctr 0.95 O -L 0.86 1192 C 0.04 0.82 L -B 0.82 0 T 0.00 0.82 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES ~{AY BE ~F~RIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP LUMBER USING GROSS APdA TEST. Plate - LOCK 20 Ga, Gross Area ........ Bottom Chords ......... NEVIEWED BY: D -H 0.27 1059 T 0.15 0.12 Robbins Engineering, Inc. E -N 0.65 1192 T 0.15 0.50 PO Box 280055 N -M 0.65 1192 T 0.15 0.50 Tampa, FL 33682 M -C 0.60 1192 T 0.15 0.45 NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 {section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at Dale Seamed 8//*~/2006 REFER TO ROBBINS ENG. GENERAL NOTES AlqD SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Job Mark Quan Type Span P1-H1 Left OB Right OB J607003F2 B13 ~ M100 50708 10200 0 0 U# J#J607003F2 Buildings B i C 2nd F/T T06081792 1-2-0 Scale: 0889" - 1' Robblnl Engineering, Inc./Online Plus~ ~PROX. TRUSS W~IGBT: 24.2 LBS C -B 0.01 0 T 0.00 0.01 Robbins Engineering, Inc. H -J 0.00 0 T FO BOX 280055 Online Plus -- Version 19.0.034 J -L 0.01 0 T 0.00 0.01 Tampa, FL 33682 RUN DATE: i6-AUG-06 L -F 0.01 0 T 0.00 0.01 ............. Webs ............. CSI -Size ..... Lumber .... C -A 0.08 46 C 0.00 0.08 TC 0.13 3x 2 SPF-#2 F -D 0.12 53 C 0.00 0.12 BC 0.01 3x 2 SPF-#2 .......... G~3ole Webs .......... WB 0.12 3x 2 SPF-STUD H -G 0.00 116 C UN 0.04 3x 2 SPF-STUD J -I 0.04 114 C L -K 0.02 124 C 0.00 0.02 Brace truss as follows: C.C. From TO TL Dell 0.00" in J -L L/999 TC Cont. 0- 0- 0 5- 7- 8 LL Defl 0.00" in L -F L/999 BC Cont. 0- 0- 0 5- 7- 8 Shear // Grain in K -D 0.19 Loading Live Dead (psf) Plates for each ply each face. TC 50.0 15.0 PLATING CONFORMS TO TFI BC 0.0 5.0 PLATE VALUES MAY BE VERIED Total 50.0 20.0 70.0 WITH ROBBINS ENGINEERING, INC. Spacing 16.0" GRIP BASED ON SPF & SYF LUMBER Lumber Duration Factor 1.00 USING GROSS AI~EA TEST. Plate Duration Factor 1.00 Plate - LOCK 20 Ga, Gross Area TC Fb=l.15 FC=i.10 Ft=l.10 Plate - RSS 20 Ga, Gross Area BC Fb=l.10 FC=i.10 Ft=l.10 Jt Type Plt Size X Y JSI A LOCK 1.0x 3.0 Ctr Ctr 0.90 Plus 2 Unbalanced Load Cases A LOCK 1.0x 3.0 Ctr Ctr 0.00 G LOCK /.Ox 3,0 Ctr Ctr 0.90 Jt React Uplft Size Req~d I LOCK 1.0x 3.0 Ctr Ctr 0.90 Lbs Lbs In-Sx In-S× K LOCK 1.0x 3.0 Cfr Ctr 0.90 Cont. Brg 0- 1- 8 to 5- 6- 0 D LOCK 1.0x 3.0 Ctr Cfr 0.90 490 0 Hz = 0 D LOCK 1.0x 3.0 Ctr Ctr 0.00 C LOCK 2.0x 4.0 Ctr 0.5 0.90 Membr CSI P Lbs Axl-CSI-Bnd H LOCK 1.0x 3.0 Ctr Cfr 0.90 .......... Top Chords .......... j LOCK 1.0x 3.0 Ctr Ctr 0.90 A -G 0.10 6 C 0,00 0.10 L LOCK 1.0x 3.0 Cfr Ctr 0.90 G -I 0.10 6 C 0.00 0.10 F LOCK 2.0x 4.0 Ctr 0.5 0.90 I -K 0.11 6 C 0.00 0.11 K -D 0.13 8 C 0.00 0.13 ........ Bottom Chords ......... REVIEWED BY: REFER TO ROBBINS ENG. GENERAL NOTES AND Sk94BOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 124 Lbs Quality Control Factor 1.25 Addres~ P O Box 280055, lampa, } l 336,92 Dale Sealed: 8/I 6/2006 , JOb Mark Q~an Type Span P1-H1 Left OH Right OH Engin¢¢~in8 J607003F2 B14 ~2 moo ~704o0 ~0200 o o T06O~3084 U# J#J607003F2 Buildings B & C 2nd F/T 1-2 0 Rohbins Engineering, Inc./Online Plu~ ;tPPROX. TRUSS ~IG~T: 106.9 LBS Online Plus -- Version 19.0.034 R~ DATE: 29-AUG-06 CSI -Size ..... Lumber TC 1.00 4x 2 SPF-2100 EX S1-B 4x 2 SPF-#2 BC 0.91 4x 2 SP-2400 EX S2-C 4x 2 SPF-#2 WB 0.62 4x 2 SPF-STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 17- 4- 0 BC Cont. 0- 0- 0 17- 4- 0 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx M D 808 0 3- 8 1- 8 N C 791 0 3- 8 1- 8 O .......... Top Chords .......... B# A -K 0.26 0 T 0.00 0.26 D K -L 1.00 2759 C 0.04 0.96 J L -M 1.00 2759 C 0.04 0.96 I M -N 0.71 2759 C 0.06 0.65 S N -O 0.39 2744 C 0.05 0.34 S2 O -Si 0.20 2744 C 0.08 0.12 G Si~P 0.44 2744 C 0.12 0.32 C P -B 0.33 0 T 0.00 0.33 ............. Webs ............. D -A 0.03 127 C D -K 0.49 1852 C K -J 0.62 1267 T J -L 0.11 471 C I -M 0.03 69 C I -N 0.19 740 C H -N 0.05 112 T N -G 0.16 602 C G -0 0.04 191 C G ~P 0.56 1143 T P -C 0.49 1818 C C -B 0.02 89 C TL Defl -0.71" in I -H L/284 Shear // Grain in L -M 0.49 Plates for each ply each face. PLATING CONFOP~MS TO TPI PLATE VALUES MAY BE VERIED WITS ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross A~ea Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A# LOCK 3.0x 3.0 1.5-1.5 0.60 K LOCK 3.0x 6.0 0.8 Ctr 0.99 L LOCK 2.0x 4.0-0.2-0.5 0.60 LOCK 2.0x 4.0 0.2-0.5 0.60 LOCK 3.0x 6.0 Cfr Ctr 0.71 LOCK 2.0x 4.0 Ctr-0.5 0.60 LOCK W3.0x 4.0 Ctr Ctr 0.00 LOCK 3.0x 6.0 Ctr Ctr 0.89 LOCK 3.0x 3.0-1.5-1.5 0.60 LOCK 3.0x 6.0 Ctr Ctr 0.89 LOCK 4.0x 4.0-0.8 0.5 0.93 LOCK 3.0x 3.0 Ctr Ctr 0.71 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK W3.0x 6.0 Ctr Ctr 0.00 LOCK 3.0x 6.0 0.5 Ctr 0.97 LOCK 3.0x 6.0 Ctr Ctr 0.99 ........ Bottom Chords ......... # = Plate Monitor used D -J 0.60 1716 T 0.11 0.49 J -I 0.85 2759 T 0.21 0. 64 REVIEWED BY: I -H 0.91 3303 T 0.27 0.64 Robbins Engineering, Inc. S -S2 0.38 3303 T 0.29 0.09 PO Box 280055 S2-G 0.92 3303 T 0.84 0.08 Tampa, FL 33682 G -C 0.55 1684 T 0.43 0.12 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Max gap between edge of brg and end vertical is 1/2". Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. NOTE: USER MODIFIED PLATES This design may have plates selected through a plate monitor. Max comp. force 2759 Lbs Quality Control Factor 1.25 1 iccn~]russ Desltl ~773~7-1m En ,Ineer: Thomas A Albani Address ? O Box 280055','' ,;:L 33682 Date Sealed 8/29/2006 Job M~rk Quan Type Span P1-H1 Left OH Right OH J607003F2 B15 1 M100 60708 10200 0 0 T060817~)2 U# J#J607003F2 Buildings B & C 2nd F/T 6~7-8 Scale: 0883" - 1' Robbins Engin~ring, Inc./Online Plus~ APpRox. TRUSS ~IGHT: 28.3 LBS ............. Webs ............. NOTES: C -A 0.08 46 C 0.00 0.08 Online Plus -- Version 19.0.034 F -D 0.06 38 C 0.00 0.06 RUN DATE: 16-AUG-06 .......... Gable Webs .......... S -G 0.00 116 C CSI -Size ..... LLumber .... J -I 0.00 115 C TC 0.11 3x 2 SPF-#2 L -K 0.00 116 C BC 0.01 3x 2 SPF-#2 M -N 0.02 108 C 0.00 0.02 WB 0.08 3x 2 SPF-STUD ~W 0~02 3x 2 SPF-STUD TL Dell 0.00" in H -J L/999 LL Defl 0.00" in C -H L/999 Brace truss as follows: Shear // Grain in A -G 0.17 O.C. From To TC Cont. 0- 0- 0 6- 7- 8 Plates for each ply each face. BC Cont. 0- 0- 0 6- 7- 8 PLATING CONFORMS TO TPI PLATE VALUES ~AY BE VERIED Loading Live Dead (psf) WITH ROBBINS ENGINEERING, INC. TC 50.0 15.0 GRIP BASED ON SPF & SYP LUMBER BC 0.0 5.0 USING GROSS A~EA TEST. Total 50.0 20.0 70.0 Plate - LOCK 20 Ga, Gross Area Spacing 16.0" Plate - RHS 20 Ga, Gross Area Lum~er Duration Factor 1.00 Jt TS~pe Plt Size X Y JSI Plate Duration Factor 1.00 A LOCK 1.0x 3.0 Ctr Ctr 0.90 TC Fb=1.15 FC=i.10 Ft=l.10 A LOCK 1.0x 3.0 Ctr Ctr 0.00 BC Fb=l.10 Fc=l.10 Ft=l.10 G LOCK 1.0x 3.0 Ctr Ctr 0.90 I LOCK 1.0x 3.0 Ctr Ctr 0.90 Plus 2 Unbalanced Load Cases K LOCK 1.0x 3.0 Ctr Ctr 0.90 N LOCK 1.0x 3.0 Ctr Ctr 0.90 Jt React Uplft Size Req'd D LOCK 1.0x 3.0 Ctr Ctr 0.90 Lbs Lbs In-Sx In-Sx D LOCK 1.0x 3.0 Ctr Ctr 0.00 Cont. Brg 0- 1- 8 to 6- 6- 0 C LOCK 2.0x 4.0 Ctr 0.5 0.90 584 0 Hz = 0 H LOCK 1.0x 3.0 Ctr Ctr 0.90 J LOCK 1.0x 3.0 Ctr Cfr 0.90 Membr CSI P Lbs A~i-CSI-Bnd L LOCK 1.0x 3.0 Ctr Ctr 0.90 .......... Top Chords .......... M LOCK 1.0x 3.0 Ctr Ctr 0.90 A -G 0.10 6 C 0.00 0.10 F LOCK 2.0x 4.0 Ctr 0.5 0.90 G -I 0.10 6 C 0.00 0.10 I -K 0.11 6 C 0.00 0.11 K -N 0.11 6 C 0.00 0.11 REVIEWED BY: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IHC/IRC-2003 and F~C 2004 (section 1607.1), 20.0 psf. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 116 Lbs Quality Control Factor 1.25 N -D 0.08 4 C 0.00 0.08 Robbins Engineering, Inc. ........ Bottom Chords ......... PO Box 280055 C -S 0.01 0 T 0.00 0.0I Tampa, FL 93682 H -J 0.00 0 T J -L 0.00 0 T P~FER TO ROBBINS ENG. GENERAL L -M 0.00 0 T NOTES ~ SY14~OLS SHEET FOR M -F 0.00 0 T ADDITIONAL SPECIFICATIONS. Date Sealed: 8/16/2006 Job ~k Quan T%npe Span P1-H1 Left OH Right OH Engi~elm~ J607003F2. 13}~ __ 6 M100 101000 10200 0 0 T06083084 US J#J607003F2 Buildings B & C 2nd F/T 1-2-0 C 3x6: w:308 G -C 0.57 1022 T 0.24 0.33 ............. Webs ............ Online Plus -- Version 19.0.034 RU~ DATE: 29-AUG-06 CSI -Size ..... Lumber .... TC 0,70 3x 2 SPF-~2 BC 0.70 3x 2 SPF-#2 WB 0.41 3x 2 SPF-STUD Brace truss as follows: C.C. From To TC Cont. 0- 0- 0 10-10- 0 BC Cont. 0- 0- 0 10-10- 0 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 D -A 0.03 93 C D -I 0.41 1090 C I -H 0.32 463 T H -L 0.06 172 C G -J 0.07 219 C G -K 0.33 482 T K -C 0.41 1103 C C -B 0.03 95 C TL Defl -0.17" in D -H L/726 Shear // Grain in L -J 0.42 Plates for each ply each face. PLATING CONFOP~4S TO TPI Plus 2 Unbalanced Load Cases Plus 1 BC LL Load Case(s) : Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx K D 517 0 3- 8 1- 8 B C 519 0 3- 8 1- 8 B D Membr CSI P Lbs A-xl-CSI-Bnd H .......... Top Chords .......... G A -I 0.45 0 T 0.00 0.45 C I -L 0.48 1309 C 0.03 0.45 L -J 0.70 1309 C 0.03 0.67 J -K 0.70 1309 C 0.03 0.67 K -B 0.44 0 T 0.00 0.44 ........ Bottom Chords ......... D -B 0.52 1010 T 0.31 0.21 B -G 0.70 1309 T 0.37 0.33 Type Plt Size X Y JSI LOCK 1,0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.00 LOCK 3.0x 4.0-0.5 Ctr 0.98 LOCK 1.0x 3,0 Ctr Ctr 0.90 LOCK 1.0x 3,0 Ctr Ctr 0,90 LOCK 3.0x 4.0 0.5 Ctr 0.99 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1,0x 3.0 Ctr Cfr 0.00 LOCK 3.0x 6.0 Ctr Ctr 0.81 LOCK 3.0x 3,0 Ctr Ctr 0.74 LOCK 3.0x 3.0 Ctr Ctr 0.75 LOCK 3.0x 6.0 Ctr Ctr 0.82 Jt A A L J ADDITIONAL SPECIFICATIONS. NOTES: Trusses ~{anufactured by: TRIANGLE BUILDING PRODUCTS A~alysis Conforms To: ARSI/TPI 95 & 02 Design checked for LL on BC per BOCA {section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It caru~ot be installed upside-down. Max comp. force 1309 Lbs Q~ality Control Factor 1.25 TrussDesignEn inter ThomasA Albani License # 0773~7-1 Address: P O Box 280055, Tampa,}L 33682 Dale Sealed: 8/29/2006 Span Pl-H1 Left OH Right OH Er~incerm~ 11108 10400 0 0 106081791 Job }{ark Quan Type J607003F2 BI9 i moo US J#J607003F2 Buildings B & C 2nd F/T 1-4-0 Robbins Engineering, Inc./Online Plus~ ~PPROX. TRUSS 9rEIGMT: 10.9 L~S Online Plus -- Version 19.0.034 RUN DATE: 16-AUG-06 CSI -Size ..... Lumber .... TC 0.12 3x 2 SPF-#2 BC 0.02 3x 2 SPF-#2 WB 0.19 3x 2 SPF-STUD TL Dell 0.00" in C -F LL Defl 0.00" in C -F Shear // Grain in A -D Scale:088T = 1' L/999 as shown. It cannot be L/999 installed upside-down. 0.20 Max comp. force 68 Lbs Quality Control Factor 1.25 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP LUMBER USING GROSS ARE% TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 '1-11- 8 Jt Ty~e Plt Size X Y JSI BC Cont. 0- 0- 0 1-11- 8 A LOCK 1.0x 3.0 Ctr Ctr 0.90 A LOCK 1.0x 3.0 Ctr Ctr 0.00 Loacttng Live Dead (psf) D LOCK 1.0x 3.0 Ctr Ctr 0.90 TC 50.0 15.0 D LOCK 1.0x 3.0 Ctr Ctr 0.00 BC 0.0 5.0 C LOCK 2.0x 4.0 Ctr 0.5 0.90 Total 50.0 20.0 70.0 F LOCK 2.0x 4.0 Ctr 0.5 0.90 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 P~VIEWED BY: TC Fb~l.15 FC=I.10 Ft=l.10 Robbins Engineering, Inc. BC Fb=l.10 F~i.10 Ft=l.10 PO Box 280055 Tampa, FL 33682 Plus 2 Unbalanced Load Cases REFER TO ROBBINS ENG. GENERAL NOTES AND $~MBOLS SHEET FOR ADDITION3~L SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 1- 8 to 1-10- 0 148 0 Hz = 0 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... Analysis Conforms TO: A -D 0.12 11 C 0.00 0.12 ANSI/TPI 95 & 02 ........ Bottom Chords ......... Design checked for LL on BC C -F 0.02 0 T 0.00 0.02 per BOCA (section 1606.2.3), ............. Webs ............. IBC/IRC-2003 and FBC 2004 C -A 0.19 68 C 0.00 0.19 (section 1607.1), 20.0 psf. F -D 0.19 68 C 0,00 0.19 This truss must be installed Dale Sealed 8/16/2006 Job ~rk i Quan T~rpe Span P1-H1 Left OH J607003F2 B23 , 1 M100 140300 10200 0 J#J~6700~2~ Build~ & C ~?~ 1-2 0 HO 1-2-0 HO 1-2-0 lx3 lx3 lx3 II * lx3 tl lx3 II A G I K M O Q s U X Z D RObbins Engineering, Inc./Online Plus~ A~PROX. TRUSS R -T 0.01 0 T 0.00 0.01 T -V 0.01 0 T 0.00 0.01 Online Plus -- Version 19.0.034 V -W 0.02 0 T 0.00 0.02 RUN DATE: 16-AUG-06 W -Y 0.08 3 T 0.00 0.08 Y -F 0.12 6 C 0.00 0.12 CSI -Size ..... Lhu~be r ................. Webs ............. TC 0.17 3x 2 SPF-#2 C -A 0.09 46 C 0.00 0.09 EC 0.12 3x 2 SPF- #2 W~ 0.18 3x 2 SPF- STUD GI~ 0.10 3x 2 SPF- STUD Brace truss as follows: O. C. From To TC Cont. 0- 0- 0 14-- 3- 0 BC Cont. 0- 0- 0 14- 3- 0 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" F -D 0.18 54 C 0.00 0.10 .......... Gable Web~ .......... H -G 0.01 116 C 0.00 0.01 J -I 0.01 115 C 0.00 0.01 L -K 0.01 115 C 0.00 0.01 N -M 0.01 115 C 0.00 0.01 P -O 0.01 115 C 0.00 0.01 R -Q 0.01 115 C 0.00 0.01 T -S 0.01 116 C 0.00 0.01 V -U 0.00 112 C W -X 0.09 133 C 0.00 0.09 Y -Z 0.10 44 C 0.00 0.10 TL Dell 0.00" in W -Y L/999 Lu~foer Duration Factor 1.00 LL Dell 0.00" in W ~Y L/999 Plate Duration Factor 1.00 Shear // Grain in X -Z 0.21 BC Fb=l.10 FC=i.10 Ft=l.10 Plates for each ply each face. PI~%TING CONFOPJ~S TO TPI Plus 2 Unbalanced Load Cases PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. Jt React Uplft Size Req'd GRIP BASED ON SPF & SYP LU24BER Lbs Lbs In-Sx In-Sx USING GROSS AR~A TEST. Cont. Brg 0- 1- 0 to 14- 1- 8 Plate - LOCK 20 Ga, Gross Area 1390 0 HZ = 27 Plate - P~HS 20 Ga, Gross Area Jt Type Plt Size X Y JSI Membr CSI P I~s Axl~CSI-Bnd A LOCK 1.0x 3.0 Ctr Ctr 0.90 .......... Top Chords .......... A LOCK 1.0x 3.0 Ctr Ctr 0.00 A -G 0.10 7 C 0.00 0.10 G LOCK 1.0x 3.0 Ctr Ctr 0.90 G -I 0.11 8 C 0.00 0.11 I LOCK 1.0x 3.0 Ctr Ctr 0.90 I -K 0.11 10 C 0.00 0.11 K LOCK 1.0x 3.0 Ctr Ctr 0.90 K -M 0.11 11 C 0.00 0.11 M LOCK 1.0x 3.0 Ctr Ctr 0.90 M -O 0.11 13 C 0.00 0.11 O LOCK 1.0x 3.0 Ctr Ctr 0.90 O -Q 0.11 14 C 0.00 0.11 Q LOCK 1.0x 3.0 Ctr Ctr 0.90 Q -S 0.11 16 c 0.00 0.11 S LOCK 1.0x 3.0 Ctr Ctr 0.90 S -U 0.11 18 C 0.00 0.11 U LOCK 1.0x 3.0 Ctr Ctr 0.90 U -X 0.12 19 C 0.00 0.12 X LOCK 1.0x 3.0 Ctr Ctr 0.90 X -Z 0.17 30 C 0.00 0.17 Z LOCK 1.0x 3.0 Ctr Cfr 0.90 Z -D 0.08 19 C 0.00 0.08 D LOCK 1.0x 3.0 Ctr Ctr 0.90 ........ Bottom Chords ......... D LOCK 1.0x 3.0 Cfr Ctr 0.00 C -H 0.01 0 T 0.00 0.01 C LOCK 2.0x 4.0 Ctr 0.5 0.90 H -J 0.01 0 T 0.00 0.01 H LOCK 1.0x 3.0 Ctr Ctr 0.90 J -L 0.01 0 T 0.00 0.01 J LOCK 1.0x 3.0 Ctr Ctr 0.90 L -N 0.01 0 T 0.00 0.01 L LOCK 1.0x 3.0 Ctr Ctr 0.90 N -P 0.01 0 T 0.00 0.01 N LOCK 1.0x 3.0 Ctr Cfr 0.90 P -R 0.01 0 T 0.00 0.01 P LOCK 1.0x 3.0 Ctr Ctr 0.90 WEIGHT: 57.7 LBS R LOCK 1.0X 3.0 Ctr Ctr 0.90 T LOCK 1.0x 3.0 Ctr Ctr 0.90 V LOCK 1.0x 3.0 Ctr Ctr 0.90 W LOCK 1.0x 3.0 Ctr Ctr 0.90 Y LOCK 1.0x 3.0 Ctr Ctr 0.90 F LOCK 2.0x 4.0 Ctr 0.5 0.90 REVIEWED BY; Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 License ~ ~7735~-I Date Sealed 8/]6/2006 M=k Quan Type Span P1-H1 Left OH Right OH Eng,neerin~ ,1607003F2 ~ r~# -J~07603F~ B24 i MiO0 100912 10200 0 0 T06081792 Buildings B i C 2nd F/T Online Plus -- Version 19.0.034 RUN DATE: 16-AUG-06 TC 0.12 3x 2 SPF-$2 BC 0.01 3x 2 SPF-#2 W~ 0.11 3x 2 SPF-STUD GW 0.02 3x 2 SPF-STUD Brace truss as follows: O.C. From TO TC Cont. 0- 0- 0 10- 9-12 BC Cont. 0- 0- 0 10- 9-12 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Jt R~act Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 0- 0 to 10- 9-12 986 0 Hz = 0 J L .......... Top Chords .......... p A -F 0.12 8 C 0.00 0.12 R H -J 0.10 6 C 0.00 0.10 B J -L 0.10 6 C 0.00 0.10 D L -N 0.10 6 C 0.00 0.10 G N -P 0.10 6 C 0,00 0.10 I P -R 0.10 6 C 0.00 0.10 K R -B 0.10 6 C 0.00 0.10 M ~Scale 0556' = 1' ........ Bottom Chords ......... 0 D -G 0.01 0 T 0.00 0.01 Q G -I 0.00 0 T S I -K 0.00 0 T K -M 0.00 0 T M -O 0.00 0 T O -Q 0.00 0 T Q -S 0.00 0 T Robblns S -C 0.01 0 T 0.00 0.01 PO Box 280055 ............. Webs ............. Tampa, FL 33682 D -A 0.11 52 C 0.00 0.11 C -B 0.08 46 C 0.00 0.08 RE~ER TO ROBBINS ENG. GENERAL .......... Gable Webs .......... NOTES AND SYMBOLS SKEET FOR G -F 0.02 123 C 0.00 0.02 ADDITIONAL SPECIFICATIONS. I -S 0.00 114 C K -J 0.00 115 C NOTES: M -L 0.00 115 C Trusses Manufactured by: O -N 0.00 115 C TRIANGLE BUILDING PRODUCTS Q -P 0.00 115 C Analysis Conforms To: S -R 0.00 116 C A~SI/TPI 95 & 02 Design checked for LL on BC TL Defl 0.00" in G -I L/999 per BOCA (section 1606.2.3), LL Defl 0.00" in D -G L/999 IBC/IRC-2003 and FBC 2004 Shear // Grain in A -F 0.19 (section 1607.1), 20.0 psf. This t~uss must be installed Plates for each ply each face. as shown. It cannot be PLATING CONFORMS TO TPI installed upside-down. PLATE VALUES MAY BE VERIED Max comp. force 123 Lbs WITH ROBSINS ENGINEERING, INC. Quality Control Factor 1.25 GRIP BASED ON SPF & SYP LUMBER USING GROSS ABrA TEST. Plate - LOCK 20 Ga, Gross Area A LOCK 1.0x 3.0 Ctr Ctr LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Cfr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.00 LOCK 1,0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Cfr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 C LOCK 2.0x 4.0 Ctr 0.5 0.90 REVIEWED BY: Engineering, Inc. Job I Mark Quan Type Span P1-H1 Left OH Right OH En~in~nn~ J607003F2] B25 se moo z00912 x0200 0 0 ~'o6o83o84 U~ J#J607003F2 Buildings B-& C 2nd F/T T 1-2-0 W:308 R: ~493 O 3x3 W:204 R: 492 8-0-12 10-8-4 Scale: 0 539" = 1' Online Plus -- Version 19.0.034 RUN DATE: 29-AUG-06 CSI -Size ..... Lumber .... TC 0.73 3x 2 SPF-2100 BC 1.00 3x 2 SPF-#2 WB 0.48 3x 2 SPF-STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 10- 9-12 BC Cont. 0- 0- 0 i0- 9-12 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx C 493 0 3- 8 1- 8 F 493 0 2- 4 1- 8 C -A 0.03 104 C C -J 0.48 1253 C L -J 0.06 92 T G -E 0.03 99 C G -K 0.25 374 T K -F 0.39 1035 C F -D 0.02 79 C TL Defl -0.43" in G -F L/288 LL Dell -0.28" in G -F L/447 Shear // Grain in J -E 0.45 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size x F JSI A LOCK 1.0x 3.0 Ctr Ctr 0.90 A LOCK 1.0x 3.0 Ctr Ctr 0.00 J LOCK 3.0x 4.0-1.0 Ctr 0.94 E LOCK 1.0x 3.0 Ctr Ctr 0.90 K LOCK 3.0x 4.0 0.5 Ctr 0.93 D LOCK 1.0x 3.0 Ctr Ctr 0.90 C LOCK 3.0x 6.0 Ctr Ctr 0.94 L LOCK 1.0x 3.0 Ctr Ctr 0.90 G LOCK 3.0x 3.0 Ctr Ctr 0.73 F LOCK 3.0x 4.0-0.5 Ctr 0.93 Membr CSI P Lbs Axl-CSI-Bnd .......... Top Chords .......... REVIEWED BY: A -J 0.71 0 T 0.00 0.71 Robbins Engineering, Inc. J -E 0.73 1182 C 0.02 0.71 FO Box 280055 E -K 0.55 1182 C 0.02 0.53 Tampa, FL 33682 K -D 0.45 0 T 0.00 0.45 ........ Bottom Chords ......... REFER TO ROBBINS ENG. GENERAL C -L 1.00 1182 T 0.35 0.65 NOTES AND SYMBOLS SHEET FOR L -G 1.00 1182 T 0.35 0.65 ADDITIONAL SPECIFICATIONS. G -F 0.74 959 T 0.31 0.43 ............. Webs ............. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge} every 10.0 Ft. Fasten to each truss w/ 3-X6d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 1253 Lbs Quality Control Factor 1.25 Trusks Des/, En neer: ThomasA A b n License #7~n773~7 I Address P O Box 280055, ]ampa, FI 33682 DaTe Sealed 8/29/2006 J~ I Mark Quan Type 3607003F2 B?6 ] 22 M100 U# J#J607003F2 Buildings B & ~ 2nd F/T Span P1-H1 Left OH Right OB 140608 10200 0 0 T06083084 Online Plus -- Version 19.0.034 RUI~ DATE: 29-AUG-06 CSI -Size ..... Lug/Der .... TC 0.59 3x 2 SPF-2100 BC 0.77 3x 2 SPF-2100 W~B 0.72 3x 2 SPF-STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 14- 6- 8 BC Cont. 0- 0- 0 14- 6- 8 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases Plus 1 BC LL Load Case(s) E -C 0.51 1480 T 0.14 0.37 ............. Webs ............. D -A 0.03 90 C D -H 0.59 1579 C H -G 0.62 906 T G -I 0.08 244 C G -J 0.16 460 C F -J 0.05 86 C E -K 0.09 270 C E -L 0.72 1045 T L -C 0.60 1598 C C -B 0.03 91 C TL Dell -0.39" in G -F L/438 LL Defl -0.30" in G -F L/559 Shear // Grain in J -K 0.42 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP ~ASED ON SPF & SYP LUM~ER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X ¥ JSI A LOCK 1.0x 3.0 Ctr Ctr 0.90 H LOCK 3.0x 6.0-0.8 Ctr 0.96 Jt React Uplft Szze Req'd I LOCK 1.0x 3.0 Cfr Ctr 0.90 Lbs Lbs In-Sx In-Sx J LOCK 3.0x 3.0 Ctr Ctr 0.65 D 699 0 2- 4 1- 8 K LOCK 1.0x 3.0 Ctr Cfr 0.90 C 705 0 2- 4 1- 8 L LOCK 3.0x 8.0 ctr Ctr 0.93 B LOCK 1.0x 3.0 Cfr Ctr 0.90 Membr CSI P Lbs Axl-CSI-Bnd D LOCK 3.0x 6.0 1.5 Cfr 0.85 .......... Top Chords .......... G LOCK 3.0x 6.0 Ctr Ctr 0.96 A -H 0.29 0 T 0.00 0.29 F LOCK 1.0x 3.0 Ctr Ctr 0.90 H -I 0.37 2303 C 0.08 0.29 E LOCK 3.0x 4.0 0.5 Ctr 0.99 I -J 0,45 2303 C 0.07 0.38 C LOCK 3.0x 6.0-1.5 Ctr 0.86 J -K 0.59 2431 C 0,05 0.54 K -L 0.59 2431 C 0.05 0.54 L -B 0.34 0 T 0.00 0.34 P~EVIEWED BY: ........ Bottom Chords ......... Robbins Engineering, Inc. D -G 0.31 1463 T 0.22 0.09 PO BOX 280055 G -F 0.77 2431 T 0.29 0.48 Tampa, FL 33682 F -H 0.77 2431 T 0.29 0.48 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss me~ber (s) . This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 2431 Lbs Quality Control Factor 1.25 Date Sealed 8/29/2006 Job M~k Quan Type Span P1-H1 Left OH Right OH Eng,n¢cnn8 I J607003F2_ B27 2 M100 140208 10200 0 0 T060g1792 1 U# J#J607003F2 Buildings B & C 2nd F/T 1-2-0 HO 1-2-0 ~0 1-2-0 AA H J L N P R T V Robblns Engineering, Inc./Online Plu~ APPROX TRUSS WEIGHT: 57.1 LBS R -T 0.00 0 T P LOCK T -V 0.00 0 T R LOCK Online Plus -- Version 19.0.034 V -X 0.01 0 T 0.00 0.01 T LOCK RLrN DATE: 16-AUG-06 X -W 0.04 2 T 0.00 0.04 V LOCK W -F 0.08 8 C 0.00 0.08 X LOCK CSI -Size ..... Lumber ................. Webs ............ W LOCK TC 0.14 3x 2 SPF-~2 C -A 0.11 39 C 0.00 0.11 F LOCK BC 0.08 3x 2 SPF-#2 F -D 0.11 39 C 0.00 0.11 WB 0.11 3x 2 SPF-STUD .......... Gable Webs .......... GW 0.11 3x 2 SPF- STUD AA-BB 0.11 42 C 0.00 H -G 0.04 125 C 0.00 J -I 0.00 113 C L -K 0.00 115 C N -M 0.00 115 C P -O 0.04 115 C R -Q 0.00 115 C T -S 0.00 115 C V -U 0.00 113 C X -¥ 0.04 125 C 0.00 W -Z 0.11 42 C 0.00 Brace truss as follows: O.C. From TO TC Cont. 0- 0- 0 14- 2- 8 BC Cont. 0- 0- 0 14- 2- 8 Loading Live Dead {psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 TL Dell 0.00" in X -W Plate Duration Factor 1.00 LL Defl 0.00" in X -W TC Fb=l.15 Fc=l.10 Ft=l.10 Shear // Grain in BB-G Plates for each ply each face. Jt React Uplft Size Req'd PLATING COBrFORMS TO TPI .......... Top Chords .......... Plate - ~RS 20 Ga, Gross ;trea M -O 0.10 18 C 0.00 0.10 K LOCK 1.0x 3.0 Cfr Ctr 0.90 O -Q 0.10 18 c 0.00 0.10 M LOCK 1.0x 3.0 Ctr Ctr 0.90 Q -S 0.10 18 C 0.00 0.10 0 LOCK 1.0x 3.0 Ctr Cfr 0.90 S -U 0.11 18 C 0.00 0.11 Q LOCK 1.0x 3.0 Ctr Ctr 0.90 ........ Bottom Chords ......... Z LOCK 1.0x 3.0 Ctr Ctr 0.90 C -AA 0.08 8 C 0.00 0.08 D LOCK 1.0x 3.0 Cfr Ctr 0.90 ~A-H 0.04 2 T 0.00 0.04 C LOCK 1.0x 3.0 Ctr Ctr 0.90 S -J 0.01 0 T 0.00 0.01 AA LOCK 1.0x 3.0 Cfr Ctr 0.90 J -L 0.00 0 T H LOCK 1.0x 3.0 Ctr Ctr 0.90 N -P 0.00 0 T L LOCK 1.0x 3.0 Ctr Ctr 0.90 F )lx3r X W Scale 0 425" = 1' 1.0x 3.0 Ctr Ctr 0.90 1.0x 3.0 Ctr Ctr 0.90 1.0x 3.0 Ctr Ctr 0.90 1.0x 3.0 Ctr Cfr 0.90 1.0x 3.0 Ctr Ctr 0.90 1.0x 3.0 Ctr Ctr 0.90 1.0x 3.0 Ctr Ctr 0.90 0.11 B~VIEW~D BY: 0.04 Robbi~s Engineering, Inc. PO Box 280055 Tampa, FL 33682 P~EFER TO ROBBINS ENG. GENEB/~L NOTES A~D S~I~BOLS SHEET FOR ADDITION~L SPECIFICATIONS. 0.04 NOTES: 0.11 Trusses F~anufactured by: TRIANGLE BUI~ING PRODUCTS L/999 Analysis Conforms To: L/999 ANSI/TPI 95 & 02 0.29 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1}, 20.0 psf. This truss must ~ installed as shown. It cannot be installed upside-down. Max comp. force 125 Lbs Quality Control Factor 1.25 License # ~773~7-1 Address PO Box280055, lampa Fr 33682 Date Sealed 8/16/2006 g JOb Ma=k Quan Type Span P1-H1 Left OH Right OH 5ng,neerm6 J607003F2 B28 i MiO0 210312 10200 0 0 T06081792 U# J#J607003F2 Buildings B & C 2nd F/T HO i 2-0 &lx3 HO 1-2-0 &3x3- ,2x4 ~ (W) 2x4 ~ 2X4-- A F H J L N Sl P R T V X Z BB DD FF ~ Robbins Engineering, Inc.~Online PlusTM A~PROX. TRUSS WEIGHT: 83.3 LBS Online Plus -- Version 19.0.034 RUN DATE: 16-AUG-06 TC 0.1! 3x 2 SPF-#2 BC 0,01 3x 2 8PF-#2 WB 0.08 3x 2 SPF- STUD GW 0.04 3x 2 SPF- STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 21- 3-12 BC Cont, 0- 0- 0 21- 3-12 Loading Live Dead (psf) TC 50.0 18.0 BC 0,0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Jt React Uplft Szze Req'd .......... Top Chords .......... Z -BB 0.10 5 C 0.00 0.10 ........ Bottom Chords ......... M -0 0.00 0 T o -Q 0.00 0 T Q -s o.oo o T AA-CC 0.00 0 T CC-EE 0.00 0 T EE-~G 0.00 0 T D -A 0.07 63 C 0.00 0,07 C B 0,08 44 C 0.00 0,08 ....... Gable Webs .......... I -H 0.00 115 C K -J 0.00 115 C M -L 0.00 115 C 0 -N 0.00 115 C Q -P 0.00 115 C S -R 0.04 115 C U -T 0.00 115 C W -V 0.00 115 C Y -X 0.00 115 C AA-Z 0.00 115 C CC-BB 0.00 115 C EE-DD 0.00 115 C GG-FF 0.00 115 C II-HH 0.00 115 C TL Defl 0.00" in AA-CC L/999 Shear // Grain in A -F 0.17 Plates for ~ach ply each face. S LOCK 2.0x 4.0 Ctr 0.5 0.60 U LOCK 2.0x 4.0 Ctr 0.5 0.60 %~ LO~K 2.0x 4.0 Ctr 0.5 0.60 Y LOCK 2.0x 4.0 Ctr 0.5 0.60 S2 LOCK W2.0X 4.0 Ctr Ctr 0.00 A-~ LOCK 2.0x 4.0 Ctr 0.5 0.60 CC LOCK 2.0x 4.0 Ctr 0,5 0.60 EE LOCK 2.0x 4.0 Ctr 0.5 0.60 GG LOCK 2.0x 4.0 Ctr 0.5 0.60 II LOCK 2.0x 4.0 Ctr 0.5 0.60 C LOCK 2.0x 4.0-0.5 0,2 0.60 Truss Design Engineer Thomas A Albani Li nsc #: 077357-1 A~:a~res.s P O Box 280055, Tampa. Fl, 33682 Dale Sealed 8/16/2006 Job ! Mark Quart Type Span P1-H1 Left OH Right OH I [n~,nccr,ng 3607003F2 I B29 ] 18 M100 210312 10200 0 0 ~_60~03F2~ B-~il~n3~--B ~ ~ ~d F/T ....... 1-2-0 Robbins Engineering, Inc./Online PlusTM A~PROX. TRUSS WEIGHT: 96.8 I~S Online Plus -- Version 19.0.034 RUN DATE: 29-AUG-06 CSI -Size ..... Lumber .... TC 0.85 3x 2 SPF-2100 BC 0.71 3x 2 SPF-2100 WB 0.53 3x 2 SPF-STUD Brace truss as follows: O.C. From TO TC Cont. 0- 0- 0 21- 3-12 BC Cont. 0- 0- 0 21- 3-12 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 4 Unbalanced Load Cases Plus IBC LL Load Case(s) Jt React Uplft Size Req'd .......... Top Chords .......... ........ Bottom Chords ......... B -A 0.02 82 C B ~L 0.42 1120 C L -K 0.23 333 T K -M 0.04 113 C J -N 0.10 147 T N -F 0.53 1409 C F -G 0.03 109 C F -G 0.03 109 C F -O 0.45 1200 C O -I 0.36 532 T I -P 0.09 278 C I -T 0.22 319 T S -T ~.05 164 C R -Q 0.10 151 T Q -E 0.44 1194 C E -C 0.02 62 C TL Dell -0.39" in B -K L/310 LL Defl -0.24" in E -K L/498 Shear // Grain in M -N 0.50 Plates for each ply each face. PLATING CONFOF~4S TO TPI Robbins Engineering, Inc. PO BOX 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES AND SYb~OLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TPJ3~GLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on MC per BOCA (section 1606.2.3), IBC/iRC~2003 and FBC 2004 (section 1607.1), 20.0 psf. Max gap between edge of brg and end vertical is 1/2". Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at [)ate Sealed 8/29/2006 $~ I ~k Quan Type Span P1-H1 Left OH Right OH I En~incerm~ J607003F2 B30A ,~ 14100 250008 10200 0 0 ! T06081792 U# J#J607003F2 Buildings B & C 2nd F/T Online Plus -- Version 19.0.034 RUN DATE: 16-AUG-06 TC 0.72 3x 2 8PF-2100 BC 0.76 3x 2 SPF-2100 WB 0.70 3x 2 SPF-STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 25- 0- 8 BC Cont. 0- 0- 0 25- 0- 8 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 4 UD3oalanced Load Cases Plus 1BC LL Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx E 516 0 2- 4 1- 8 J 1226 0 5- 8 1- 8 D 675 0 2- 4 1- 8 Membr CSI P Lbs Axl-CSI-Bnd Jt .......... Top Chords .......... A I -S 0.76 2239 T 0.30 0.46 B LOCK 2.0x 4.0 0.2 0.5 0.60 S -G 0.76 2239 T 0.30 0.46 G LOCK 3.0x 6.0 Ctr Ctr 0.93 G -D 0.31 1400 T 0.20 0.11 D LOCK 3.0x 6.0~1.5 Ctr 0.82 ............. Webs ............. E -A 0.02 82 C E -M 0.41 1090 C M -L 0.21 304 T L -N 0.03 104 C K -O 0.09 138 T O -J 0.49 1314 C J -P 0.04 115 C J -P 0.04 115 C J -Q 0.60 1599 C Q -I 0.70 i023 T I -R 0.09 282 C H -S 0.03 111 C S -G 0.09 254 C G -B 0.09 271 C G -T 0.60 877 T T -D 0.57 1512 C D -C 0.03 92 C TL Defl -0.34" in E -L L/349 LL Dell -0.20" in E -L L/581 Shear // Grain in N -O 0.46 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP LUMBER USING GROSS A~EA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RBS 20 Ga, Gross Area T~rpe Plt Size X Y JSI LOCK 2.0x 4.0 0.2-0.5 0.60 A -M 0.41 0 T 0.00 0.41 M LOCK 3.0x 4.0-0.5 Ctr 0.98 M -N 0.47 1292 C 0.02 0.45 N LOCK 2.0x 4.0-0.2-0.5 0.60 N -O 0.72 1292 C 0.01 0.71 O LOCK 4.0x 4.0 1.0-0.5 0.92 O -P 0.72 417 T 0.01 0.71 P LOCK 2.0x 4.0 Cfr-0.5 0.90 P -Q 0.31 417 T 0.06 0.25 Q LOCK 3.0x 8.0 Ctr Ctr 0.93 Q -Si 0.27 2239 C 0.02 0.25 Si LOCK W2.0x 4.0 Ctr Ctr 0.00 Sl-R 0.55 2239 C 0.07 0.48 R LOCK 2.0x 4.0-0.2-0.5 0.60 R -S 0.55 2239 C 0.07 0.48 S LOCK 3.0x 3.0 Ctr Ctr 0.71 S -B 0.56 2214 C 0.09 0.47 B LOCK 2.0x 4.0 Ctr-0.5 0.80 B -T 0.38 2214 C 0.06 0.32 T LOCK 3.0x 6.0 0.5 Ctr 0.97 T -C 0.26 0 T 0.00 0.26 C LOCK 2.0x 4.0-0.2-0.5 0.60 ........ Bottom Chords ......... E LOCK 3.0x 4.0 0.5 Ctr 0.98 E -L 0.41 1009 T 0.14 0.27 L LOCK 3.0x 3.0 Ctr Ctr 0.71 L -K 0.66 1292 T 0.17 0.49 K LOCK 2.0x 4.0 0.2 0.5 0.60 K -82 0.66 1292 T 0.17 0.49 S2 LOCK W2.0x 4.0 Ctr Ctr 0.00 S2-J 0.30 1292 T 0.19 0.11 J LOCK 3.0x10.0 0.2 Ctr 0.98 J -I 0.53 1326 T 0.17 0.36 I LOCK 3.0x 4.0-0.5 Ctr 0.96 REVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENEraL NOTES AND SYMBOLS SBEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed a~ shown. It cannot be installed upside-down. Max comp. force 2239 Lbs Quality Control Factor 1.25 Address P O Box 280055, Tampa, FL 33682 l)aI¢ Sealed: 8/16/2006 Job ~rk Quan Type Span P1-H1 Left OH Right OH J607003F2 B31 ~ M100 70900 10200 0 0 U# J#J607003F2 Buildings B & C 2nd F/T 'I'06081792 1-2-0 Robbins Engineering, Inc./Online Plum~ APPROX. TRUSS W~IGHT: 32.8 LBS Online Plus -- Version 19.0.034 RLrN DATE: 16-AUG-06 CSI -Size ..... Lumber .... TC 0.23 3x 2 SPF-#2 BC 0.17 3x 2 SPF-#2 WB 0.28 3x 2 SPF-STUD GW 0.17 3x 2 SPF-STUD Brace truss as follows: TL Defl -0.01" in H -J L/999 O.C. From To LL Defl -0.01" in H -J L/999 TC Cont. 0- 0- 0 7- 9- 0 Shear // Grain in G -I 0.24 BC Cont. 0- 0- 0 7- 9- 0 Plates for each ply each face. Loading Live Dead (psf) PLATING CONFORMS TO TPI O -F 0.01 0 T 0.00 0.01 P~FER TO ROBBINS ENG. GENEP~L ............. Webs ............. NOTES AND SFMBOL8 SHEET FOR C -A 0.28 69 C 0.00 0.28 ADDITIONAL SPECIFICATIONS. F -D 0.07 39 C 0.00 0.07 .......... Gable Webs .......... NOTES: S -G 0.04 50 C 0.00 0.04 Trusses Manufactured by: J -I 0.17 145 C 0.00 0.17 TRIANGLE BUILDING PRODUCTS L -K 0.00 109 C Analysis Conforms TO: M -N 0.02 117 C 0.00 0.02 ANSI/TPI 95 & 02 O -P 0.05 106 C 0.00 0.05 Design checked for LL on BC 0.90 0.90 0.90 0.90 0.90 0.90 per BOCA (section 1606.2.3) , IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 145 Lbs Quality Control Factor 1.25 License #: Date Sealed 8/16/2006 .......... Top Chords .......... H LOCK 1.0x 3.0 Ctr Ctr A -G 0.14 30 C 0.00 0.14 J LOCK 1.0x 3.0 Cfr Ctr G -I 0.23 33 C 0.00 0.23 L LOCK 1.0x 3.0 Ctr Ctr I -K 0.14 14 C 0.00 0.14 M LOCK 1.0x 3.0 Ctr Ctr K -N 0.11 13 C 0.00 0.11 0 LOCK 1.0x 3.0 Ctr Ctr N -P 0.10 10 C 0.00 0.10 F LOCK 2.0x 4.0 Ctr 0.5 P -D 0.07 6 C 0.00 0.07 ........ Bottom Chords ......... C -S 0.17 2 C 0.00 0.17 BEVIEWED BY: S -J 0.15 I T 0.00 0.15 Robbins Engineering, Inc. J -L 0.04 0 T 0.00 0.04 PO Box 280055 L -M 0.01 0 T 0.00 0.01 Tampa, FL 33682 M -O 0.01 0 T 0.00 0.01 JOb Mark I Quan Type Span Fl-H1 Left OH Right OB ~ngi.¢¢img J607003F2 B32 8 }{100 110200 10200 0 0 -[06081792 u# J#J607003F2 Buildings B & C 2nd F/T 1-2 0 Sca~e: 0 519' = 1' Robbins Engineering, Inc./Online Plu~ A~PROX, TRUSS WEIGNT: 53.7 LBS D -A 0.03 88 C Online Plus -- Version 19.0.034 D -I 0.40 1064 C RUN DATE: 16-AUG-06 I -B 0.29 423 T S -J 0.04 121 C CSI -Size ..... Lumber .... G -K 0.04 121 C TC 0.56 3x 2 SPF-#2 G -L 0.29 423 T BC 0.59 3x 2 SPF-#2 L -C 0.40 1064 C WB 0.40 3x 2 SFF-STUD C -~ 0.03 88 C Brace truss as follows: O.C. From TO TC Cont. 0- 0- 0 11- 2- 0 BC Cont. 0- 0- 0 11- 2- 0 ............. Webs ............. NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. TL Defl -0.14" in G -C L/889 LL Defl -0.08" in H -G L/999 Shear // Grain in A -I 0.40 Plates for each ply each face. Loading Live Dead {psf) PLATING CONFORMS TO TPI TC 50.0 15.0 PLATE VALUES MAY BE VERIED BC 0.0 5.0 WITH ROBBINS ENGINEERING, INC. Total 50.0 20.0 70.0 GRIP BASED ON SPF & SYP LUMBER Spacing 16.0" USING GROSS AREA TEST. Lumber Duration Factor 1.00 Plate - LOCK 20 Ga, Gross Area Plate Duration Factor 1.00 Plate - BRS 20 Ga, Gross Area TC Fb=l. I5 Fc=i.10 Ft=l.10 Jt Type Plt Siz~ x Y JSI BC Fb=l.10 Fc=l.10 Ft=l.10 A LOCK 1.0x 3.0 Cfr Ctr 0.90 A LOCK 1.0x 3.0 Ctr Ctr 0.00 Plus 2 Unbalanced Load Cases I LOCK 3.0x 4.0-0.5 Ctr 0.96 J LOCK 1.0x 3.0 Ctr Ctr 0.90 Jt React Uplft Size Req'd K LOCK 1.0x 3.0 Ctr Ctr 0.90 Lbs Lbs In-Sx In-$x L LOCK 3.0x 4.0 0.5 Ctr 0.96 D 504 0 3- 8 1- 9 B LOCK 1.0x 3.0 Ctr Cfr 0.90 C 504 0 3- 8 1~ 8 B LOCK 1.0x 3.0 Cfr Ctr 0.00 D LOCK 3.0x 6.0 Ctr Ctr 0.79 Membr CSI P Lbs Axl-CSI-Bnd H LOCK 3.0x 3.0 Ctr Ctr 0.76 .......... Top Chords .......... G LOCK 3.0x 3.0 Cfr Ctr 0.76 A -I 0.54 0 T 0.00 0.54 C LOCK 3.0x 6.0 Cfr Ctr 0.79 I -J 0.56 1338 C 0.02 0.54 J -K 0.27 1338 C 0.05 0.22 K -L 0.56 1338 C 0.02 0.54 P~EVIEWED BY: L -B 0.54 0 T 0.00 0.54 Robbins Engineering, Inc. ........ Bottom Chords ......... PO Box 280055 D -S 0.48 986 T 0.35 0.13 Tampa, FL 33682 H ~G 0.59 1338 T 0.48 0.11 G -C 0.48 986 T 0.35 0.13 REFER TO ROBBINS ENG. GENERAL NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) ever~ 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 1338 Lbs Quality Control Factor 1.25 l)ale Seated 8/16/2006 l J~ ~k Quan Type ~607002F2 _ B3~ i moo jU~ J#J607003F2 Buildings B i C 2nd F/T i K M O Q S R T N -P 0.01 0 T 0.00 0.01 P -R 0.01 0 T 0.00 0.01 Online Plus -- Version 19.0.034 R -T 0.01 0 T 0.00 0,01 RUN DATE: 16-AUG-06 T -V 0.02 1 T 0.00 0.02 U -F 0.05 7 C 0.00 0.05 CSI -Size ..... Lumber ................. Webs ............. TC 0.13 3x 2 SPF-%2 BC 0.05 3x 2 SPF-#2 WB 0.09 3x 2 SPF-STUD GW 0.10 3x 2 SPF-STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 11- 2- 0 BC Cont. 0- 0- 0 11- 2- 0 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases Lbs Lbs In-Sx In-Sx Plate - Cont. Brg 0- 1- 8 to 11- 0- 8 Jt Type 1081 0 Hz = 16 A LOCK A LOCK Membr CSI P Lbs Axl-CSI-Bnd G LOCK .......... Top Chords .......... I LOCK A -G 0.10 7 C 0.00 0.10 K LOCK G -I 0.11 8 C 0.00 0.11 M LOCK I -K 0.11 9 C 0.00 0.11 0 LOCK K -M 0.11 10 C 0.00 0.11 Q LOCK M -O 0.11 11 C 0.00 0.11 S LOCK 0 -Q 0.11 12 C 0.00 0.11 U LOCK Q -S 0.11 13 C 0.00 0.11 D LOCK S -U 0.13 17 C 0.00 0.13 D LOCK U -D 0.04 8 C 0.00 0.04 C LOCK ........ Bottom Chords ......... H LOCK C -H 0.01 0 T 0.00 0.01 J LOCK H -J 0.00 0 T L LOCK J -L 0.01 0 T 0.00 0.01 N LOCK L -N 0.01 0 T 0.00 0.01 P LOCK C -A 0.09 46 C 0.00 0.09 F -D 0.08 29 C 0.00 0.08 .......... Gable Webs .......... H -G 0.01 116 C 0.00 0.01 J -I 0.00 115 C L -K 0.00 115 C N -M 0.01 115 C 0.00 0.01 P -O 0.01 115 C 0.00 0.01 R -Q 0.00 114 C T -S 0.03 123 C 0.00 0.03 V -U 0.10 42 C 0.00 0.10 TL Dell 0.00" in T -V L/999 LL Dell 0.00" in T -V L/999 Shear // Grain in S -u 0.i9 Plates for each ply each face. PLATING CONFOFe4S TO TPI RRS 20 Ga, Gross Area Plt Size X Y JSI 1.0x 3.0 Ctr Ctr 0~90 1.0x 3.0 Ctr Ctr 0.00 1.0x 3.0 Ctr Ctr 0.90 1. Ox 3.0 Ctr Ctr 0.90 1.0x 3.0 Ctr Cfr 0.90 1.0x 3.0 Ctr Ctr 0.90 1. Ox 3.0 Ctr Ctr 0.90 1.0x 3.0 Ctr Ctr 0.90 1.0x 3.0 Ctr Ctr 0.90 1.0x 3.0 Ctr Ctr 0.90 1.0x 3.0 Ctr Ctr 0.90 1.0x 3.0 Ctr Ctr 0.00 2.0x 4.0 Ctr 0.5 0.90 1.0x 3.0 Ctr Ctr 0.90 1.0x 3.0 ctr Ctr 0.90 1.0x 3.0 Ctr Ctr 0.90 1.0x 3.0 Cfr Ctr 0.90 1.0x 3.0 Ctr Ctr 0.90 R LOCK 1.0x 3.0 Ctr Ctr 0.90 T LOCK 1.0x 3.0 Ctr Ctr 0.90 V LOCK 1.0x 3.0 Ctr Ctr 0.90 F LOCK 2.0x 4.0 Ctr 0.5 0.90 BEVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 ~EFER TO ROBBINS ENG. GENERAL NOTES AND SY~OLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 123 Lbs Quality Control Factor 1.25 Date Sealed: 8/16/2006 Job ~{ark Quan Type Span P1-H1 Left OH Right OH : En~ineenn~ J607003F2 B38 ~. M100 40900 10200 0 0 ]'06081792 U# J#J607003F2 Buildings B & C 2nd F/T W:308 R:1902 3x6c 4-9-0 ............ Scale 092T'=1 Online Plus -- Version 19.0.034 RUN DATE: 16-AUG-06 CSI -Size ..... Lumber .... TC 0.48 4x 2 SPF-2100 BC 0.55 4x 2 SPF-#2 W~ 0.57 4x 2 SPF-STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 4- 9- 0 BC Cont. 0- 0- 0 4- 9- 0 Loading Live Dead TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 Spacing (psf) 70.0 12.0" L%unber Duration Factor 1.00 Plate Duration Factor 1.00 TC ~=1.00 Fc=l.00 Ft=l.00 BC Fb=l.00 Fc=l.00 Ft=l.00 Load Case # 1 Girder Loading Lum~er Duration Factor 1.00 Plate Duration Factor 1.00 plf - Live Dead From To TC V 588 235 0.0' 4.8' BC V 0 0 0.0' 4.8' Jt React Uplft Size Req'd L~s Lbs In-Sx In-Sx D 1902 0 3- 8 1- 8 C 1902 0 3- 8 1- 8 E -C 0.55 1676 T 0.47 0.08 ............ Webs ............. D -A 0.09 386 C D -F 0.57 2256 C F -E 0.32 658 T E -G 0.22 891 C E -E 0.32 658 T H -C 0.57 2256 C C -B 0.09 386 C TL Defl -0.02" in D -E L/999 LL Defl -0.01" in D -E L/999 Shear // Grain in A -F 1.00 Plates for each ply each face. PLATING CONFORMS TO TPI Jt Type Plt Size X Y JSI A LOCK 1,0x 3.0 Ctr Ctr 0.90 F LOCK 4.0x 4.0-0.2-0.5 0.95 G LOCK 1.0x 3.0 Ctr Ctr 0.90 H LOCK 4.0x 4.0 0.2-0.5 0.95 E LOCK 1.0x 3.0 Ctr Cfr 0.90 D LOCK 4.0x 4.0 0.5 0.5 0.87 E LOCK 3,0x 6.0 Ctr Ctr 0.84 C LOCK 4.0x 4.0-0.5 0.5 0.87 REVIEWED BY: Robbins Engineering, Inc. PO Box 280055 Tampa, FL 33682 .......... Top Chords .......... REFER TO ROBBINS ENG. GENERAL A -F 0.44 0 T 0.00 0.44 NOTES AND SYMBOLS SHEET FOR P -G 0.48 2165 C 0,04 0.44 A~)DITION3-L SPECIFICATIONS. G -H 0.48 2165 C 0.04 0.44 H -E 0,44 0 T 0.00 0.44 NOTES: ........ Eottom Chords ......... Trusses Manufactured by: D -E 0.55 1676 T 0.47 0.08 TRIJ~NGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Girder Common Loading TC Spans 12- 6- 0 + 11- 0- 0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Use properly rated hangers for loads fr~u~ing into girder This truss must be installed installed upside-down. Max comp. force 2256 I2os Quality Control Factor 1,25 Date Sealed 8/I 6/2006 Job Mark I Quan Type Span P1-H1 Left OH Right OH I Engineering .!607003F2__ _B_39 .... 2--__M100 210012 ~07 ~ 0 ~1'0608 792_ U# J#J607003F2 Buildings B & C 2nd F/T Provide connection to prevent truss from sliding off bearing. H -G 0.58 1541 T 0.23 0.35 REVIEWED BY: G -D 0.38 1112 T 0.16 0.22 Robbins Engineering, Inc. Online Plus -- Version 19.0.034 ............. Webs ............. PO Box 280055 RUN DATE: 16-AUG-06 E E CSI -Size ..... Lumber .... L TC 0.97 3x 2 SPF-#2 K BC 0.60 3x 2 SPF-2100 J WB 0.45 3x 2 SPF-STUD J M Brace truss as follows: I O.C. From TO I TC Cont. 0- 0- 0 21- 0-12 I BC Cont. 0- 0- 0 21- 0-12 H G Loading Live Dead (psf) G TC 50.0 15.0 Q BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 4 Unbalanced Load Cases Plus i BC LL Load Case(s) : Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx E 564 0 3- 8 1- 8 I 953 0 3- 8 1- 8 D 559 0 1- 8 1- 8 A Membr CSI p Lbs Axl-CSI-Bnd L .......... Top Chords .......... B A -L 0.59 0 T 0.00 0.59 M L -B 0.65 1563 C 0.06 0.59 Si B -M 0.97 1563 C 0.06 0.91 N M -S1 0.91 723 C 0.00 0.91 O Sl-N 0.41 723 C 0.00 0.41 P N -O 0.89 723 C 0.00 0.89 Q O -P 0.95 1541 C 0.06 0.89 C P -Q 0.65 1541 C 0.06 0.59 E Q -C 0.59 0 T 0.00 0.59 K ........ Bottom Chords ......... J E -K 0.37 1123 T 0.17 0.20 I K -J 0.60 1563 T 0.24 0.36 S2 J -I 0.60 1563 T 0.24 0.36 S I -S2 0,35 1541 T 0.23 0.12 G S2-H 0,58 1541 T 0,23 0.35 D -A 0,02 84 C -L 0.45 1212 C -K 0.32 475 T -B 0.05 160 C -M 0.04 64 T -M 0.04 64 T -I 0.45 1201 C -N 0.04 120 C -N 0.04 120 C -O 0.44 1171 C -O 0.08 116 T -P 0.05 157 C -Q 0.32 463 T -D 0.45 1200 C D -C 0.02 84 C TL Doll -0.30" in E -K L/408 LL Defl -0.19" in E -K L/651 Shear // Grain in B -M 0.47 Plates for each ply each face. PLATING CONFOP~4S TO PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. USING GROSS APdA TEST. Plate - LOCK 20 Ga, Gross Area Plat~ - RBS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 2.0x 4.0 0.2-0.5 0.60 LOCK 1.0x 3.0 Ctr Ctr 0.00 LOCK 3.0x 6.0 Ctr Ctr 0.90 LOCK 2,0x 4.0-0.2-0.5 0.60 LOCK 3.0x 6.0 Ctr Ctr 0.89 LOCK W2.0x 4.0 Ctr Ctr 0.00 LOCK 2,0x 4.0 Cfr-0.5 0.90 LOCK 3,0x 4.0-0.8 Ctr 0.95 LOCK 2.0x 4.0 0.2-0.5 0.60 LOCK 3.0x 6.0 Ctr Ctr 0.89 LOCK 2.0x 4.0-0.2-0.5 0.60 LOCK 3.0x 6.0 Ctr Cfr 0.90 LOCK 3,0x 3.0 Cfr Ctr 0.85 LOCK 2.0x 4.0 Ctr 0.5 0.90 LOCK 3,0x10.0 Ctr Ctr 0.77 LOCK W2.0x 4.0 Ctr Cfr 0.00 LOCK 2.0x 4.0-0.2 0.5 0.60 LOCK 3.0x 3.0 Ctr Ctr 0.83 LOCK 3.0x 4.0-0.8 Cfr 0.97 Tampa, FL 33682 NEFER TO ROBBINS ENG. GENERAL NOTES AND SY]4BOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 {section 1607.1), 20.0 psf. Provide 2X6 continuous stro~gbacks (on edge) eve=y 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 1563 Lbs Quality Control Factor 1.25 Date Sealed 8/I6/2006 Job ] Mar~ Quan Type Span P1-H1 Left OH Right OH E,ginc~rinE J607003F2 [ B40 4 M100 120400 10200 0 0 f06081792 U# J#J607003F2 Buildings B & C 2nd F/T 1-2-0 &2x4-- HO 1-2-0 Scale 0 478" RObb~ns Engln~ring, Inc./Online Plu~ A~ROX. TRUSS ~7EIGBT: 56.1 L~S D -A 0,03 105 C D -I 0.46 1220 C Online Plus -- Version 19.0.034 I -E 0.42 610 T RUN DATE: 16-AUG-06 H -J 0.06 178 C G -K 0.06 178 C CSI -Size ..... Lumber .... G -L 0.42 609 T TC 0.63 3x 2 SPF-%2 L -C 0.46 1221 C BC 0.76 3x 2 SPF-~2 C -B 0.03 88 C WB 0.46 3x 2 SPF-STUD Brace tr~ss as follows: O.C. From TO TC Cont. 0- 0- 0 12- 4- 0 BC Cont. 0- 0- 0 12- 4- 0 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.O Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx D 580 0 3- 8 i- 8 C 564 0 3- 8 1- 8 TL Dell -0.26" ~n G -C L/534 LL Defl -0.17" in G -C L/816 Shear // Grain in I -J 0.43 Plates for each ply each face. PLATING CONFOP~4S TO TPI Plate - RHS 20 Ga, Gross A~ea Jt Type Plt Size X Y JSI A 0.00 I LOCK 3.0x 6.0 Ctr Ctr 0.90 J LOCK 1.0x 3.0 Ctr Ctr 0.90 K LOCK 1.0x 3.0 Ctr Ctr 0.90 L LOCK 3.0x 6.0 Ctr Ctr 0.91 B LOCK 1.0x 3.0 Ctr Ctr 0.90 D LOCK 3.0x 6.0 Ctr Ctr 0.90 H LOCK 3.0x 3.0-0.2 Ctr 0.90 G LOCK 3.0x 3.0 0.2 Ctr 0.90 C LOCK 3.0x 4.0-0.8 Ctr 0.99 Membr CSI P Lbs ~l-CSI-Bnd .......... Top Chords .......... A -I 0.58 0 T 0.00 0.58 REVIEWED BY: I -J 0.62 1630 C 0.04 0.58 Robbins Engineering, Inc. J -K 0.55 1630 C 0.04 0.51 PO Box 280055 K -L 0.63 1630 C 0.04 0.59 Tampa, FL 33682 L -B 0.59 0 T 0.00 0.59 ........ Bottom Chords ......... REFER TO ROBBINS ENG. GENERA~ D -E 0.61 1130 T 0.33 0.28 NOTES AND SYMBOLS SHEET FOR H -G 0.76 1630 T 0.42 0.34 ADDITIONAL SPECIFICATIONS. G -C 0.62 1131 T 0.34 0.28 ............. Webs ............. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design ohecked for LL on BC per BOCA {section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section I607.1), 20.0 psf. Max gap between edge of brg and end vertical is 1/2". Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at tzn/ss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 1630 Lbs Quality Control Factor 1.25 Dale Sealed: 8/16/2006 Job ~rk / Quan Type Span P1-H1 Left OH Right OH En~n¢¢mlg J607003F2 B41j 4 M100 100300 10200 0 0 T06081792 I U# J#J607003F2 Buildings B & C 2nd F/T 1-2-0 Provide connection to prevent truss from sliding off bearing. A G H I B J F lx311 3x32 HGR W:108 R: 509 R: 495 T~ 2-8-4 Scale: 0 576" = 1 Robblns Engineering, Inc./Online Plu~ ~PROX. TRUSS W~GHT: 45.5 LBS ............. Webs ............. Trusses M~nufactured by: D -A 0.03 85 C Online Plus -- Version 19.0.034 D -G 0.47 1264 C RUN DATE: 16-AUG-06 J -G 0.10 148 T F -B 0.03 88 C CSI -Size ..... Lumber .... F -I 0.25 371 T TC 0.72 3x 2 SPF-2100 I -C 0.39 1035 C BC 0.70 3x 2 SPF-2100 C -B 0.02 81 C WB 0.47 3x 2 SPF-STUD Brace truss as fellows: O.C. From To TC Cont. 0- 0- 0 10- 3- 0 BC Cont. 0- 0- 0 10- 3- 0 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases Plus 1 BC LL Load Case(s) : Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx D 510 0 3- 8 1- 8 C 495 0 1- 8 1- 8 TL Defl -0.37" in F -C L/320 LL Defl -0.24" in F -C L/488 Shear // Grain in G -H 0.45 Plates for each ply each face. P~TING CONFOBMS TO TPI PLATE VALUES MAY BE IrERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP LUMBER USING GROSS APdA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RSS 20 Ga, Gross A~ea Jt T~npe Plt Size X Y JSI A LOCK 1.0x 3.0 Ctr Ctr 0.90 G LOCK 3.0x 4.0-1.0 Ctr 0.94 H LOCK 1.0x 3.0 Ctr Ctr 0.90 I LOCK 3.0x 4.0 0.5 Ctr 0.93 B LOCK 1.0x 3.0 Ctr Ctr 0.90 D LOCK 3.0x 4.0 1.0 Cfr 0.94 J LOCK 1.0x 3.0 Ctr Ctr 0.90 F LOCK 3.0x 3.0 Ctr Ctr 0.71 C LOCK 3.0x 4.0-0.5 Ctr 0.93 Membr CSI P Lbs Axl-CSI-Bnd REVIEWED BY: .......... Top Chords .......... Robbins Engineering, Inc. A -G 0.70 0 T 0.00 0.70 PO Box 280055 G -S 0.72 1175 C 0.02 0.70 Tampa, FL 33682 H -I 0.51 1175 C 0.02 0.49 I -B 0.43 0 T 0.00 0.43 P~EFER TO ROBBINS ERG. GENERAL ........ Bottom Chords ......... NOTES AND SYMBOLS SHEET FOR D -J 0.70 1175 T 0.15 0.55 ADDITIONAL SPECIFICATIONS. J -F 0.70 1175 T 0.15 0.55 F -C 0.44 959 T 0.13 0.31 NOTES: TRIANGLE BUILDING PRODUCTS ~alysls ConfozTas TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 1264 Lbs Quality Control Factor 1.25 TrussDes/ hen neer:ThomasA AlbanJ Liccns~ # ~773~7-1 Address DO Box 280055, lampa, ll 33082 Date Sealed 8/I 6/2006 )'607003F2 i B42 s~ moo U# J#J607003F2 Buildings B & C 2nd F/T ' Sp~n ~i-H1 Left OH Right OH 221012 10200 0 0 T06081792 Provide connection to prevent truss from sliding off bearing. W:308 R: 470 TC~ 2-7-8 ] 5-2-4 3x3 Robbins Engineering, Inc./Online Plu~ A~PROX. TRUSS %{EIGHT: 101.2 LBS Online Plus -- Version 19.0.034 RUN DATE: 16-AUG-06 CSI -Size ..... Lua~oer .... TC 0.60 3x 2 SPF-#2 EX S1-D 3x 2 SPF-2100 BC 0.76 3x 2 SPF-#2 EX S2-E 3x 2 SPF-2100 WB 0.49 3x 2 SPF-STUD Brace truss as fellows: O.C. From To TC Cont. 0- 0- 0 22-10-12 BC Cont. 0- 0- 0 22-10-12 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Pactor 1.00 Plate Duration Pactor 1.00 Plus 4 Urdoalanced Load Cases Plus IBC LL Load Case(s) Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx F 570 0 3- 8 1- 8 J 1108 0 3- 8 1- 8 E 526 0 1- 8 1- 8 Membr CSI P Lbs A~xl-CSI-Bnd .......... Top Chords .......... J -S2 0.76 1340 T 0.42 0.34 S2-I 0.66 1340 T 0.18 0.48 I -B 0.66 1340 T 0.18 0.48 H -E 0.41 1034 T 0.14 0.27 ............. Webs ............. F -A 0.03 88 C F -M 0.46 1236 C M -L 0.38 553 T L -B 0.06 184 C K -C 0.07 213 C K -N 0.45 650 T N -J 0.47 1268 C J -O 0.06 190 C J -P 0.49 1302 C I -P 0.09 133 T H -Q 0.04 116 C H -R 0.22 329 T R -E 0.42 1117 C E -D 0.02 82 C TL Defl -0.36" in B -E L/339 LL Defl -0.22" in S -E L/554 Shear // Grain in P -Q 0.47 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES MAy BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross A~ea Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 2.0x 4.0 0.2-0.5 0.60 A LOCK /.Ox 3.0 Cfr Cfr 0.00 B C LOCK 3.0x 6.0 Ctr Ctr 0.92 LOCK 2.0x 4.0-0.2-0.5 0.60 LOCK 2.0x 4.0 0.2-0.5 0.60 LOCK W2.0x 4.0 Ctr Ctr 0.00 LOCK 3.0x 6.0 Ctr Ctr 0.94 LOCK 2.0x 4.0 Ctr-0.5 0.60 LOCK 4.0x 4.0-1.0-0.5 0.91 LOCK 2.0x 4.0 0.2-0.5 0.60 LOCK 3.0x 4.0 0.5 Ctr 1.00 LOCK 2.0x 4.0-0.2-0.5 0.60 LOCK 3.0x 6.0 Ctr Ctr 0.92 LOCK 3.0x 9.0 Ctr Cfr 0.99 LOCK 3.0x 3.0 0.2 Ctr 0.96 A -M 0.54 0 T 0.00 0.54 S1 M -B 0.60 1658 C 0.06 0.54 N B -C 0.45 1658 C 0.07 0.38 O C -S1 0.45 1658 C 0.07 0.38 P S1-N 0.30 1658 C 0.01 0.29 Q N -0 0.35 436 T 0.06 0.29 R O -P 0.75 436 T 0.00 0.75 D P -Q 0.77 1340 C 0.02 0.75 p Q -R 0.49 1340 C 0.03 0.46 L R -D 0.41 0 T 0.00 0.41 K ........ Bottom Chords ......... j LOCK 3.0x 8.0 Ctr Ctr 0.90 F -L 0.61 1145 T 0.38 0.23 S2 LOCK W2.0x 4.0 Ctr Ctr 0.00 L -K 0.76 1658 T 0.52 0.24 I LOCK 2.0x 4.0-0.2 0~5 0.60 K -J 0.59 1104 T 0.35 0.24 H LOCK 3.0x 3.0 Ctr Ctr 0.71 E LOCK 3.0x 4.0-0.5 Ctr 1.00 per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section i607.1), 20.0 psf. strongbacks (on edge) every truss member(s). Date Sealed: 8/16/2006 Job I ~ark Quart Type J607003F2 B43 1 moo U# J#J607003F2 Buildings B & C 2nd F/T Span P1-H1 Left OH Right Oil Engineering 221012 10200 0 0 T06081792 ~0 1-2-0 lx3= HO 1-2-0 (W) 2x4= -/////J-~////}~.LZ////////L~_//////////~I_//// /////// S2 (W) 2x4= 21-4 ~ 22101 Scale: 0273" = 1' Online Plus -- Version 19.0.034 RUN DATE: 16-AUG-06 CSI -Size ..... Lunar .... TC 0.13 3x 2 SPF-#2 BC 0.01 3x 2 SPF-#2 WB 0.13 3x 2 SPF- STUD .......... Top Chords .......... ........ Bottom Chords ........ EE-GG 0.00 0 T JJ-C 0.01 0 T 0.00 0.01 ............. Webs ............. D -A 0.08 45 C 0.00 0.08 C -B 0.13 56 C 0.00 0.13 G -F 0.00 116 C I -H 0.00 115 C M -L 0.00 115 C S -R 0.00 115 C U -T 0.00 115 C W -V 0.00 115 C Y -X 0.00 115 C AA~Z 0.00 115 C CC-BB 0.00 115 C E~-DD 0.00 115 C GG-FF 0.00 115 C II-HH 0.00 113 C JJ-~ 0.03 127 C 0.00 0.03 LL Dell 0.00" in JJ-C L/999 Shear // Grain in ~-B 0.20 Plates for each ply each face. pLATING CONFOR~ TO TPI I LOCK 2.0x 4,0 Cfr 0.5 0.60 S LOCK 2.0x 4.0 Ctr 0.5 0.60 U LOCK 2.0x 4.0 Ctr 0.5 0.60 W LOCK 2.0x 4.0 Ctr 0.5 0.60 Y LOCK 2.0x 4.0 Ctr 0.5 0.60 AA LOCK 2.0x 4.0 Ctr 0.5 0.60 CC LOCK 2.0x 4.0 Ctr 0.5 0.60 EE LOCK 2.0x 4.0 Ctr 0.5 0.60 GG LOCK 2.0x 4.0 Ctr 0.5 0.60 II LOCK 2.0x 4.0 Ctr 0.5 0.60 JJ LOCK 2.0x 4.0 Ctr 0.5 0.60 C LOCK 2.0x 4.0-0.2 0.5 0.60 [russ Design Engineer Thomas A Albam Date Sealed: 8/16/2006 Job Mark Quan Type Span P1-H1 Left OH Right OH Engin¢cr,ng J607003F2 B44 1 M100 50500 10200 0 0 T06081792 U# J#J607003F2 Buildings B & C 2nd F/T 1-2-0 W:308 W:308 R:2129 R:2129 Robbins Enginemrinq, Inc./Online PlusTM APPROX. TRUSS ~EIG~T: 37.4 LBS E -C ............. Webs ............. Online Plus -- Version 19.0.034 D -A RUN DATE: 16-AUG-06 D -F F-E CSI -Size ..... Lumber .... E -G TC 0.56 4x 2 SP-2400 E -H 0.39 BC 0.69 4x 2 SPF-#2 E -C 0.70 WB 0.70 4x 2 SPF-ST~ C -B 0.10 follows: TL Defl -0.03" in D -E TO LL Dell -0.02" in D -E 5- 5- 0 Shear // Grain in A -F 5-5-0 (psf) O.C. From TC Cont. 0- 0- 0 BC Cont. 0- 0- 0 Loading Live Dead TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 Spacing Scale: 0 927" TC Fb=l.00 FC=i.00 Ft=l.00 Jt Type Plt Size X Y JSI BC Fk~=l.00 FC=i.00 Ft=l.00 A LOCK 1.0x 3.0 Ctr Ctr 0.90 F LOCK 4.0x 6.0 Ctr-0.5 0.90 Load Case # 1 Girder Loading G LOCK 1.0x 3.0 Ctr Ctr 0.90 Lumber Duration Factor 1.00 H LOCK 4.0x 6.0 Ctr-0.5 0.90 Plate Duration Factor 1.00 B LOCK 1.0x 3.0 Ctr Cfr 0.90 plf - Live Dead From To D LOCK 4.0x 4.0 0.8 0.5 0.97 TC V 575 230 0.0' 5.4' E LOCK 3.0x 6.0 Ctr Ctr 0.95 BC V 0 0 0.0' 5.4' C LOCK 4.0x 4.0-0.8 0.5 0.97 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx REVIEWED BY: D 2130 0 3- 8 1- 8 Robbins Engineering, Inc. C 2130 0 3- 8 1- 8 PO Box 280055 Tampa, FL 33682 Membr CSI P Lbs Axl-CSI-Bnd 70.0 12.0I' USING GROSS AREA TEST. 1.00 Plate - LOCK 20 Ga, Gross Area 1.00 Plato - PJ{S 20 Ga, Gross Area Plates for each ply each face. This truss must be installed PLATING CONFORMS TO TPI as shown. It cannot be PLATE VAJ~Lr~S F~%Y BE VERIED installed upside-down. WITH ROBBINS ENGINEERING, INC. Max comp. force 2777 Lbs GRIP BASED ON SPF & SYP LLR4BER Quality Control Factor 1.25 .......... Top Chords .......... REFER TO ROBBINS ENG. GENERAL A -F 0.50 0 T 0.00 0.50 NOTES AND SYMBOLS SHEET FOR F -G 0.56 2777 C 0.06 0.50 ADDITIONAL SPECIFICATIONS. G -H 0.56 2777 C 0.06 0.50 H -B 0.50 0 T 0.00 0.50 NOTES: ........ Bottom Chords ......... Tr~sses Manufactured by: D -E 0.69 2149 T 0.60 0.09 TRIANGLE BUILDING PRODUCTS Da~e Sealed 8/16/2006 0.69 2149 T 0.60 0.09 Analysis Conforms TO: 0.10 431 C Girder Common 0.70 2736 C Loading TC 0.39 799 T Spans 8- 0- 0 + 15- 0- 0 0.25 1000 C Design checked for LL on BC 799 T per BOCA (section 1606.2.3), 2736 C IBC/IRC-2003 and FBC 2004 431 C (section 1607.1), 20.0 psf. Prevent truss rotation at all L/999 bearing locations. L/999 Use properly rated hangers for 0.95 loads framing into girder Job ~rk Quan Type Span P1-H1 Left OH Right OH J607003F2 B45 4 M100 70608 10200 0 0 U# J#J607003F2 Buildings B & C 2nd F/T T06081792 1-2 0 from sliding off bearing. HO 1-2-0 RObbins Engineering, Inc./Online Plus~ A~PROX. TRUSS WEIGHT: 34.1 LBS Online Plus -- Version 19.0.034 RLrN DATE: 16-AUG-06 CSI -Size ..... Lu~ber .... TC 0.51 3x 2 SPF-#2 BC 0.42 3x 2 SPF-#2 W~ 0.24 3x 2 SPF-STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 7- 6- 8 BC Cont. 0- 0- 0 7- 6- 8 Loading Live Dead (psf) TC 50.0 15.0 EC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Lead Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx D 347 0 1- 8 1- 8 C 346 0 3- 8 1- 8 Membr CSI P Lbs Axl-CSI-Bnd D -A 0.03 102 C D -G 0.24 657 C F -G 0.03 52 T E -H 0.03 52 T H -C 0.24 657 C C -B 0.03 102 C TL Defl -0.07" in E -C L/999 LL Defl -0.06" in D -F L/999 Shear // Grain in A -G 0.39 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Jt Type Plt Size X Y JSI A LOCK 1.0x 3.0 Ctr Ctr 0.90 G LOCK 3.0x 3.0-0.2 Ctr 0.92 H LOCK 3.0x 3.0 0.2 Ctr 0.92 B LOCK 1.0x 3.0 Ctr Ctr 0.90 D LOCK 3.0x 3.0 0.2 Ctr 0.92 F LOCK 1.0x 3.0 Ctr Ctr 0.90 E LOCK 1.0x 3.0 Ctr Ctr 0.90 C LOCK 3.0x 3.0-0.2 Ctr 0.92 REVIEWED BY: Robbins Engineering, Inc. PO Box 280055 .......... Top Chords .......... Tampa, FL 33682 A -G 0.51 0 T 0.00 0.51 G -E 0.42 610 C 0.01 0.41 ~EFER TO ROBBINS ENG. GENERAL S -B 0.51 0 T 0.00 0.51 NOTES AND SYMBOLS SHEET FOR ........ Bottom Chords ......... ADDITIONAL SPECIFICATIONS. D -F 0.42 610 T 0.17 0.25 F -E 0.42 610 T 0.17 0.25 NOTES: E -C 0.42 610 T 0.17 0.25 Trusses Manufactured by: .............. Webs ............. TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20~0 psf. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 657 Lbs Quality Control Factor 1.25 l'russ Design Engineer Thomas A Albani L tense t! ~77357-1 Address PO Box 280055,]ampa. Fl. 33682 Date Sealcd 8/16/2006 J607003F2 ] B46 / 4 Mzoo 140704 10200 0 0 T06081792 U# J~0~3F2 Buiid~-ngs B- & C '2nd ~/T 1-2-0 Provide connection to prevent truss from sliding off bearing. R: 676 TC 2-7-8 5-2-4 G ............. Webs ............. D -A 0.03 92 C Online Plus -- Version 19.0.034 D -S 0.57 1514 C RUN DATE: 16-AUG-06 S -G 0.60 877 T G -I 0.09 274 C CSI -Size ..... Lumber .... G -J 0.13 359 C TC 0.57 3x 2 SPF-2100 F -J 0.04 121 C BC 0.74 3x 2 SPF-2100 E -K 0.08 253 C WB 0.64 3x 2 SPF-STUD E -L 0.64 928 T L -C 0.57 1521 C Brace truss as follows: C -B 0.03 93 C C.C. From To TC Cont. 0- 0- 0 14- 7- 4 TL Defl -0.36" in G -F L/471 BC Cont. 0- 0- 0 14- 7- 4 LL Defl -0.27" in G -F L/636 Shear // Grain an I -J 0.39 Loading Live Dead (psf) TC 50.0 15.0 Plates for each ply each face. BC 0.0 5.0 PLATING CONFORMS TO TPI Total 50.0 20.0 70.0 PLATE VALUES MAY BE VERIED Spacing 16.0" WITS ROBBINS ENGINEERING, INC. Lumber Duration Factor 1.00 GRIF BASED ON SPF & SYP LUMBER Plate Duration Factor 1.00 USING GROSS AREA TEST. TC Fb=l.15 Fc=l.10 Ft=l.10 Plate - LOCK 20 Ga, Gross Area BC Fb=l.10 FC=i.10 Ft=l.10 Plate - RHS 20 Ga, Gross Area Jt Ty~e Plt Size X Y JSI Plus 2 Unbalanced Load Cases A LOCK 1.0x 3.0 Ctr Ctr 0.90 H LOCK 3.0x 6.0-0.5 Ctr 0.98 Jt React Uplft Size Req'd I LOCK 1.0x 3.0 Ctr Ctr 0.90 Lbs Lbs In-Sx In-Sx J LOCK 3.0x 3.0 Ctr Ctr 0.71 D 676 0 3- 8 1- 8 K LOCK 1.0x 3.0 Ctr Ctr 0.90 C 676 0 1- 8 1- 8 L LOCK 3.0x 6.0 0.5 Ctr 0.98 B LOCK 1.0x 3.0 Ctr Ctr 0.90 Membr CSI P Lbs Axl-CSI-Hnd D LOCK 3.0x 6.0 1.5 Ctr 0.82 .......... Top Chords ......... G LOCK 3.0x 6.0 Ctr Ctr 0.93 A -H 0.26 0 T 0.00 0.26 F LOCK 1.0x 3.0 Ctr Ctr 0.90 S -I 0.38 2215 C 0.05 0.33 E LOCK 3.0x 4.0 0.5 Ctr 0.87 I -J 0.57 2215 C 0.08 0.49 C LOCK 3.0x 6.0-1.5 Ctr 0.82 J -K 0.52 2257 C 0.04 0.48 K -L 0.52 2257 C 0.04 0.48 L -B 0.33 0 T 0.00 0.33 NEVIEWED ST: ........ Bottom Chords ......... Robbins Engineering, Inc. D -G 0,31 1402 T 0.19 0.12 PO Box 280055 G -F 0.74 2257 T 0.26 0.48 Tampa, FL 33682 F -E 0.74 2257 T 0.26 0.48 E -C 0.47 1409 T 0.13 0.34 REFER TO ROBHINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at t~uss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 2257 Lbs Quality Control Factor 1.25 Dale Sea]ed: 8/16/2006 Job Mark Quan Type J607003F2 B47 4 moo U# J#J607003F2 Buildings B & C 2nd F/T Span Fl-H1 Loft OR Right OB 5aginecrin8 170108 10200 0 0 T06081792 1-2 0 J Provide connection to prevent truss from sliding off bearing. HO 1-2-0 HO 1-2-0 "~ 2-7-8 5_2[_4 5-2-4 I 7-9-12 9-3-12 11-11-4 14-6-0 17-1-8 [2~ ?-9:i2 I I I I Online Plus -- Version 19.0.034 RUN DATE: 16-AUG-06 TC 0.94 3x 2 SPF-#2 BC 0.70 3x 2 SFF-2100 WB 0.80 3x 2 SPF-STUD Brace truss as follows: S.C. From TO TC Cont. 0- 0- 0 17- 1- 8 BC Cont. 0- 0- 0 17- 1- 8 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 A Plus 2 Unbalanced Load Cases I J Jt React Uplft Size Req'd K Lbs Lbs In-Sx In-Sx L D 793 0 1- 8 1- 8 S1 C 793 0 1- 8 1- 8 M N .......... Top Chords .......... D A -I 0.45 0 T 0.00 0.45 S I -J 0.70 2770 C 0.25 0.45 S2 J -K 0.94 2770 C 0.25 0.69 G K -L 0.59 3228 C 0.16 0.43 F L -S1 0.87 2770 C 0.25 0.62 E S1-M 0.94 2770 C 0.25 0.69 C M -N 0.70 2770 C 0.25 0.45 N -B 0.45 0 T 0.00 0.45 I -H 0.80 1165 T H -J 0.08 249 C H -K 0.26 706 C G -K 0.07 109 T F -L 0.07 109 T L -E 0.26 706 C E -M 0.08 249 C E -N 0.80 1165 T N -C 0.68 1825 C C -B 0.03 90 C TL Dell -0.53" in G -F L/385 LL Defl -0.37" in G -F L/542 Shear // Grain in J -K 0.41 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SEP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross ~trea Plate - RHS 20 Ga, Gross Area Jt Type Pit Size X Y JSI LOCK 2.0x 4.0 0.5-0.2 0.60 LOCK 3.0x 8.0-0.5 Ctr 0.98 LOCK 2.0x 4.0 Ctr-0.5 0.60 LOCK 3.0x 3.0-0.2 Ctr 0.99 LOCK 3.0x 3.0 0.2 Ctr 0.99 LOCK W2.0X 4.0 Ctr Ctr 0.00 LOCK 2.0x 4.0 Ctr-0.5 0.60 LOCK 3.0x 8.0 0.5 Ctr 0.98 LOCK 2.0x 4.0-0.5-0.2 0.60 LOCK 3.0x 6.0 1.5 Ctr 0.98 LOCK 3.0x 6.0-0.5 Ctr 0.99 RHS W2.0x S.0 Ctr Ctr 0.00 LOCK 2.0x 4.0-0.2 0.5 0.60 LOCK 2.0x 4.0 0.2 0.5 0.60 LOCK 3.0x 6.0 0.5 Ctr 0.99 LOCK 3.0x 6.0-1.5 Ctr 0.98 ........ Bottom Chords ......... REVIEWED BY: D -H 0.36 1690 T 0.26 0.10 Robbins Engineering, Inc. S -S2 0.56 3228 T 0.34 0.22 PO Box 280055 S2-G 0.70 3228 T 0.34 0.36 Tampa, FL 33682 G -P 0.70 3228 T 0.34 0.36 F -E 0.70 3228 T 0.34 0.36 REFER TO ROBBINS ENG. GENERAL E -C 0.36 1690 T 0.26 0.10 NOTES AND SYMBOLS SHEET FOR ............. Webs ............. ADDITIONltL SPECIFICATIONS. D -A 0.03 90 C D -I 0.68 1825 C NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-20$3 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each t~uss w/ 3-16d nails at trues member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 3228 Lbs Quality Control Factor 1.25 Truss Desigl ~,n En neet: Thomas A Albani L, iccnse # 0773~7-1 Address P O Box 280055, Tampa, II, 33682 Date Sea[ed: 8/16/2006 J~ Ma~k Quan Type J607003F2 I 048 lo M100 U# J#J607003F2 Buildings B & C 2nd F/T Span Fl-H1 Left OH Right OH Enginccnn8 250008 10200 0 0 /06081792 Provide connection to prevent truss from sliding off bearing. HO 1-2-0 (W) 3x4-- HO 1-2-0 · c ~-~-~ ~ ~-~-, ~-~-0 ~0-~-~2 ~2-~-, ~-0-~ ~?-~-~-~0-~ ~-~-0 , ~-0-, Online Plus -- Version 19.0.034 RUN DATE: 16-AUG-06 CHI -Size ..... Lumber .... TC 0.59 4x 2 SPF~2100 EX Si-C 4x 2 SPF-#2 BC 0.81 4x 2 SFF-2100 WB 0.79 4x 2 8PF-STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 25- 0- 8 BC Cont. 0- 0- 0 25- 0- 8 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 12.0" Lumber Duration Factor 1.00 Plato Duration Factor 1.00 F -D 0.27 1948 T 0.21 0.06 REVIEWED ............. Webs ............. Robbins Engineering, Inc. E -A 0.01 68 C E -K 0.56 2098 C K -J 0.79 1603 T J -L 0.04 165 C J -M 0.29 1111 C M -I 0.46 942 T I -N 0.05 229 C E -O 0.03 127 C O -G 0.18 537 C G -P 0.05 226 C G -Q 0.33 671 T Q -F 0.29 1110 C F -B 0.04 160 C F -R 0.79 1600 T R -D 0.56 2103 C D -C 0.01 67 C TL Dell -1.16" in S -G L/256 LL Defl -0.83" in S -G L/360 Shear // Grain in N -O 0.28 Plates for each ply each face. PLATING CONFOP~4S TO TFI PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & 8YP LUM~ER USING GROSS APdA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RSS 20 Ga, Gross Area Jt Type Pit Size X Y JSI A LOCK 2.0x 4.0 0.2-0.5 0.60 LOCK 3.0x 8.0 Ctr Ctr 0.98 LOCK 2.0x 4.0 Ctr-0.5 0.60 LOCK 3.0x 4.0 0.2 Ctr 1.00 LOCK 2.0x 4.0-0.2-0.5 0.60 LOCK 3. Ox 3.0 Ctr Ctr 0.71 LOCK W3.0x 4.0 Ctr Ctr 0.00 LOCK 2.0x 4.0 Ctr-0.5 0.60 LOCK 3.0x 4.0 Cfr Ctr 0.83 LOCK 2.0x 4.0 Ctr-0.5 0.60 LOCK 3.0x 8.0 Ctr Ctr 0.98 LOCK 2.0x 4.0-0.2-0.5 0.60 LOCK 3.0x 4.0 0.5 Ctr 0.99 LOCK 3.0x 8.0-0.8 Ctr 0.98 PHS W3.0x 7.0 Ctr Ctr 0.00 LOCK 3.0x 4.0-0.5 Cfr 0.89 LOCK 2.0x 4.0 0.2 0.5 0.60 LOCK 3.0x 6.0 Ctr Ctr 0.71 LOCK 3.0x 8.0 0.8 Ctr 0.98 LOCK 3.0x 4.0-0.5 Cfr 0.99 Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx E 872 0 1- 8 1- 8 D 872 0 1- 8 1- 8 Membr CSI P Lbs A~i-CSI-Bnd K .......... Top Chords .......... L A -K 0.15 0 T 0.00 0.15 M K -L 0.23 3429 C 0.09 0.14 N L -M 0.26 3429 C 0.13 0.13 O M -N 0.51 5128 C 0.16 0.35 Si N -O 0.50 5128 C 0.11 0.39 P O -81 0.59 5081 C 0.31 0.28 Q S1-P 0.99 5081 C 0.72 0.27 B P -Q 0.88 5081 C 0.65 0.23 R Q -B 0.54 3431 C 0.31 0.23 C E -R 0.44 3431 C 0.28 0.16 E R -C 0.24 0 T 0.00 0.24 J ........ Bottom Chords ......... S2 E -J 0.28 1943 T 0.21 0.07 I J -S2 0.52 4459 T 0.49 0.03 H S2-I 0.57 4459 T 0.49 0.08 G I -8 0.81 5128 T 0.40 0.41 F H -G 0.81 5128 T 0.40 0.41 D G -F 0.55 4459 T 0.49 0.06 PO Box 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES AND SI~4~OLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANHI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must bo installed as shown. It cannot be installed upside-down. Max comp. force 5128 Lbs Quality Control Factor 1.25 At'dress 00 Box 280055, Tampa FI 33682 Date Sealed: 8//6/2006 Job i Mark I Quan Type Span P1-H1 Left OH Right OH I J60~70_031:2_ I B49 [ i mOO 170000 10200 0 0 I T06081792 US J#J607003F2 Buildings B & C 2nd F/T 1-2-0 HO 1-2-0 lx3 lx3 Robbins Engineering, Inc./Online PlusTM APPROX. Online Plus -- Version 19,0.034 RUN DATE: I6-AUG-06 CSI -Size ..... Lumber .... TC 0.18 3x 2 SPF-#2 BC 0.14 3x 2 SPF-#2 TRUSS WEIGHT: 68.1 X -Z 0.01 0 T 0.00 0.01 Z -BB 0.03 0 T 0.00 0.03 B~~DD 0.10 3 DD~C 0.14 6 C 0.00 0.14 D -A 0.09 46 C 0.00 0.09 C -B 0.20 58 C 0.00 0.20 .......... Gable Webs .......... Brace truss as follows: J -I 0.00 O.C. From To L -K 0.00 TC Cont. 0- 0- 0 17- 0- 9 N -M 0.01 BC Cont. 0- 0- 0 17- 0- 0 P -O 0.01 Loading Live Dead (pmf} T -S 0.01 TC 50.0 15.0 V -U 0.01 BC 0.0 5.0 X -W 0.01 Total 50,0 20.0 70.0 ,Z -¥ 0.00 Spacing 16.0" BB-P.~ 0.11 Lu~ber Duration Factor 1.00 DD-CC 0.10 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-$x Cont. Brg 0- l- 8 to 16-10- 8 1050 0 Hz = 29 116 C 0.00 0.Ol 115 C 115 C 115 C 0.00 0.01 115 C 0.00 0.01 115 C 0.00 0.01 115 C 0.00 0.01 115 C 0.00 0.01 116 C O,O0 0,01 111 C 136 C 0.00 0.11 45 C 0.00 0,10 TL Defl 0.00" in BB-DD L/999 LL Dell 0.00" in EB-DD L/999 Shear // Grain in ~%-CC 0.22 face. Plates for each ply each PL~%TING CONFOP/~S TO PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP LI/MBER USING GROSS AREA TEST. Membr CSI P Lbs AXl-CSI-Bnd Plate - LOCK 20 Ga, Gross Area .......... Top Chords .......... Plate - RHS 20 Ga, Gross Ares A -G 0.10 7 C 0.00 0.10 Jt Type Plt Size X ¥ G -I 0.11 8 C 0.00 0.11 A LOCK 2.0x 4.0 0.2-0.5 0.60 I -K 0.11 9 C 0.00 0.11 A LOCK 1.0x 3.0 Ctr Ctr 0.00 K -M 0.11 10 C 0.00 0.11 G LOCK 2.0x 4.0 Ctr-0.6 0.60 M -0 0.11 11 C 0.00 0.11 I LOCK 2.0x 4.0 Ctr-0.5 0.60 0 -Q 0.11 12 C 0.00 0.11 K LOCK 2.0x 4.0 Ctr-0.5 0.60 Q -S 0.11 14 C 0.00 0.11 ~4 LOCK 2.0x 4.0 Ctr-0.5 0.60 S -Sl 0.11 15 C 0.00 0.11 O LOCK 2.0x 4.0 Ctr-0.5 0.60 S1-U 0.10 15 C 0.00 0.10 Q LOCK 2.0x 4.0 Ctr-0,5 0.60 U -W 0.11 17 C 0.00 0.11 S LOCK 2.0x 4.0 Ctr-0.5 0.60 W -¥ 0.11 19 C 0.00 0.11 91 LOCK W2.0x 4.0 Ctr Cfr 0.00 Y -AA 0.13 19 C 0.00 0.13 U LOCK 2.0x 4.0 Ctr-0.5 0.60 AA-CC 0.18 32 C 0.00 0.19 W LOCK 2.0x 4.0 Ctr-0.5 0.60 CC-B 0.10 22 C 0.00 0.10 Y LOCK 2.0x 4.0 Ctr-0.5 0.60 ........ Bottom Chords ......... ~ LOCK 2.0x 4.0 Ctr-0.5 0.60 D -H 0.01 0 T 0.00 0.01 CC LOCK 2.0x 4.0 Ctr-0.5 0.60 H -J 0.00 0 T E LOCK 2.0x 4.0-0.2-0.5 0.60 J -L 0.01 S T 0.00 0.01 B LOCK 1.0x 3.0 Ctr Ctr 0.00 L -N 0.01 0 T 0,00 0.01 D LOCK 3.0x 3.0 Cfr Ctr 0.71 N -P 0.01 0 T 0.00 0.01 E LOCK 2.0x 4.0 Ctr 0.5 0.60 P -EE 0.00 0 T J LOCK 2.0x 4.0 Ctr 0.5 0.60 EE-R 0.00 0 T L LOCK 2.0x 4.0 Ctr 0.5 0.60 R -T 0.01 0 T 0.00 0.01 N LOCK 2.0x 4.0 Ctr 0.5 0.60 P LOCK 2.0x 4.0 Ctr 0.5 0.60 EE LOCK W2.0X 4.0 Ctr Ctr 0.00 R LOCK 2.0x 4.0 Ctr 0.5 0.60 T LOCK 2.0x 4.0 Ctr 0.5 0.60 V LOCK 2.0x 4.0 Ctr 0.5 0.60 X LOCK 2.0x 4.0 Ctr 0.5 0.60 Z LOCK 2.0x 4.0 Ctr 0.5 0.60 BB LOCK 2.0x 4.0 Ctr 0.5 0.60 DD LOCK 2.0x 4.0 Ctr 0.5 0.60 C LOCK 3.0x 3.0 Ctr Ctr 0.71 ANSI/TPI 95 & 02 per BOCA (section 1606.2.3), Date Sea]ed 8/16/2006 Job }{ark Quan Type Span P1-H1 Left OH Right OH ] Engineenn8 J607003F2 B50 5 MiO0 170000 10200 0 0 'I'06081792 U# J#J607003F2 Buildings B & C 2nd F/T I _ Online Plus -- Version 19.0.034 RUN DATE: 16-AUG-06 CSI -Size ..... Lumber .... TC 0.89 3x 2 SPF-#2 BC 0.61 3x 2 SPF-2100 WB 0.77 3x 2 SPF-STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 17- 0- 0 BC Cont. 0- 0- 0 17- 0- 0 K -J 0.77 1118 T J -L 0.08 245 C J -M 0.24 638 C I -M 0.07 108 T H -N 0.07 108 T N -G 0.24 638 C G -O 0.08 245 C G -P 0.77 1118 T P -C 0.67 1778 C C -B 0.03 90 C TL Defl -0.48" in I -H L/406 LL Defl -0.34" in I -H L/571 Shear // Grain in A -K 0.39 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing i6.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 BC Fb=l.10 FC=I.10 Ft=l.10 Jt Type A LOCK Plus 2 U~balanced Load Cases A LOCK K LOCK Jt React Uplft Size Req'd L LOCK Lbs LbB In-Sx In-Sx M LOCK D 776 0 3- 8 1- 8 N LOCK C 776 0 3- 8 1- 8 Sl O Plates for each ply each face. PLATING CONFOP~4S TO TPI 3.0x 8.0-0.2 Ctr 0.99 2.0x 4.0 Ctr-0.5 0.60 3.0x 3.0-0.2 Ctr 0.89 3.0x 3.0 0.2 Ctr 0.89 LOCK W2.0X 4.0 Ctr Ctr 0.00 LOCK 2.0x 4.0 Ctr-0.5 0.60 Membr CSI P Lbs Axl-CSI-Bnd p LOCK 3.0x 8.0 0.2 Ctr 0.99 .......... Top Chords .......... B LOCK 2.0x 4.0-0.2-0.5 0.60 A -K 0.45 0 T 0.00 0.45 B LOCK 1.0x 3.0 Ctr Ctr 0.00 K -L 0.69 2684 C 0.24 0.45 D LOCK 3.0x 8.0 1.0 Ctr 0.91 L -M 0.89 2684 C 0.37 0.52 J LOCK 3.0x 6.0-0.5 Ctr 0.95 M -N 0.54 3097 C 0.31 0.23 S2 PHS W2.0x 7.0 Ctr Ctr 0.00 N -Si 0.85 2684 C 0.37 0.48 I LOCK 2.0x 4.0-0.2 0.5 0.60 S1-O 0.89 2684 C 0.37 0.52 H LOCK 2.0x 4.0 0.2 0.5 0.60 O -P 0.69 2684 C 0.24 0.45 G LOCK 3.0x 6.0 0.5 Ctr 0.95 P -B 0.45 0 T 0.00 0.45 C LOCK 3.0x 8.0-1.0 Ctr 0.91 ........ Bottom Chords ......... D -J 0.35 1647 T 0.25 0.10 J -S2 0.52 3097 T 0.47 0.05 REVIEWED BY: S2-I 0.61 3097 T 0.32 0.29 Robbins Engineering, Inc. I -S 0.61 3097 T 0.32 0.29 PO Box 280055 E -G 0.61 3097 T 0.32 0.29 Tampa, FL 33682 G -C 0.35 1647 T 0.25 0.10 ............. Webs ............. REFER TO ROBBINS ENG. GENERAL D -A 0.03 90 C NOTES AND SYMBOLS SHEET FOR D -E 0.67 1778 C ADDITIONAL SPSCIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on EC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at t~-uss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 3097 Lbs Quality Control Factor 1.25 Truss Design En, neet: Thomas A A ban h~cense ti 0773~7-1 Address P O Box 280055, Tampa, FI 33682 [)ate Sealed 8/16/2006 J607003F'2 ~ B51 U# J#J607003F2 Buildings B Quan Type Span P1-H1 Left OH Bight OH [ Engineering 7 M100 160604 10200 0 0 i '106081792 & C 2nd F/T 1 2-0 HO 1-2-0 HO 1-2-0 (W) 20G-P,.qS - 2 x7 = Scale: 0366" = 1' Robbins Engineering, Inc./Online PlusTM APpRox. TRUSS W~IG~T: 78.1 LBS D -A 0.03 90 C REFER TO ROBBINS ENG. GENERAL D -K 0.65 1735 C NOTES AND SYMBOLS SHEET FOR Online Plus -- Version 19.0.034 RUN DATE: 16-AUG-06 CSI -Size ..... Lumber .... TC 0.84 3x 2 SPF-#2 BC 0.53 3x 2 SPF-2100 WB 0.74 3x 2 SPF-STUD O.C. From TO TC Cont. 0- 0- 0 16- 6- 4 BC Cont. 0- 0- 0 16- 6- 4 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 K -J 0.74 1074 T J -L 0.08 239 C J -M 0.21 575 C I -M 0.07 111 T B -N 0.07 111 T N -G 0.21 575 C G -O 0.08 239 C G -P 0.74 1074 T P -C 0.65 1735 C C -B 0.03 90 C TL Defl -0.45" in I -H L/426 LL Dell -0.32" in I -B L/599 Shear // Grain in A -K 0.39 Plates for each ply each face. PLATING CONFOFe4S TO TPI PLATE VALUES MAY BE VERIED WITH ROBBINS ENGINEERING, INC. USING GROSS AR~A TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Plus 2 Unbalanced Load Cases Jt Type Plt Slze X Y JSI A LOCK 2.0x 4.0 0.2-0.5 0.60 Jt React Uplft Size Req'd K LOCK 3.0x 8.0-0.2 Ctr 0.97 Lbs Lbs In-Sx In-Sx L LOCK 2.0x 4.0 Ctr-0.5 0.60 D 760 0 3- 8 1- 8 M LOCK 3.0x 3.0 Ctr Ctr 0.98 C 759 0 3- 8 1- 8 N LOCK 3.0x 3.0 Ctr Ctr 0.98 S1 LOCK W2.0x 4.0 Ctr Ctr 0.00 Membr CSI P Lbs Axl-CSI-Bnd O LOCK 2.0x 4.0 Ctr-0.5 0.60 .......... Top Chords .......... p LOCK 3.0x 8.0 0.2 Ctr 0.97 A -K 0.46 0 T 0.00 0.46 B LOCK 2.0x 4.0-0.2-0.5 0.60 K -L 0.68 2603 C 0.22 0.46 B LOCK 1.0x 3.0 Ctr Ctr 0.00 L -M 0.84 2603 C 0.34 0.50 D LOCK 3.0x 6.0 1.5 Ctr 0.94 M -N 0.54 2977 C 0.29 0.25 J LOCK 3.0x 6.0-0.5 Ctr 0.91 N -81 0.84 2603 C 0.34 0.50 S2 RHS W2.0x 7.0 Ctr Ctr 0.00 81-O 0.76 2603 C 0.34 0.42 I LOCK 2.0x 4.0-0.2 0.5 0.60 O -P 0.68 2603 C 0.22 0.46 H LOCK 2.0x 4.0 0.2 0.5 0.60 P -B 0.46 0 T 0.00 0.46 G LOCK 3.0x 6.0 0.5 Ctr 0.91 ........ Bottom Chords ......... C LOCK 3.0x 8.0-1.0 Ctr 0.89 D -J 0.34 1607 T 0.24 0.10 J -82 0.48 2977 T 0.45 0.03 S2-I 0.53 2977 T 0.30 0.23 REVIERED BY: I -S 0.53 2977 T 0.30 0.23 Robbins Engineering, Inc. H -G 0.53 2977 T 0.30 0.23 PO Box 280055 G -C 0.34 1607 T 0.24 0.10 Tampa, FL 33682 ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 2977 Lbs Quality Control Factor 1.25 [)ale Sealed 8/16/2006 Job ~ark Quan Type Span P1-H1 Left OH Right OH / ~ngin¢¢rin~ J607003F2 B52 3 moo ~ U~ JfiJ607003F2 Buildings B & C ~fi~ F/T HO 1-2-0 2X4H 3x10: 2x411 3x6-- A K L M i-~-o ~ "~ · c 2-*-. ~ ~-~-~ *-~o-~ ~o-~-~ 3X6- (W) 2x4m 2x41~ N S1 O Online Plus -- Version 19.0.034 RUN DATE: 16-AUG-06 CSI -Size ..... Lumber TC 0.67 3x 2 SPF-2100 EX S1-B 3x 2 SPF-~2 BC 0.90 3x 2 SPF-2100 WB 0.91 3x 2 SPF-STUD Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 18- 6- 4 BC Cont. 0- 0- 0 16- 6- 4 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx D 853 0 3- 8 1- 8 C 853 0 3- 8 1- 8 Membr CSI P Lbs Axl-CSI-Bnd 0 .......... Top Chords .......... p A -K 0.27 0 T 0.00 0.27 B LOCK K -L 0.42 3060 C 0.15 0.27 B LOCK L -M 0.63 3060 C 0.15 0.48 D LOCK M -N 0.67 3692 C 0.11 0.56 J LOCK N -Sl 0.63 3058 C 0.I5 0.48 S2 RHS Sl-O 0.99 3058 C 0.50 0.49 S2 LOCK O -P 0.77 3058 C 0.31 0~46 I LOCK P -B 0.46 8 T 0.00 0.46 H LOCK D -K 0,74 1981 C K -J 0.91 1322 T J -L 0.09 266 C J -M 0.35 946 C I ~M 0.04 59 T I -M 0.04 59 T H -N 0.04 59 T H -N 0.04 59 T N -G 0.35 942 C G -O 0.09 262 C P -C 0.74 1982 C C -B 0.03 91 C TL Defl -0.65" in S2-I L/331 LL Defl -0.48" in S2-I L/446 Shear // Grain in S1-O 0.44 Plates for each ply each face. PLATING CONFORMS TO TPI APPROX. TRUSS W~IGHT: 86.4 ~EPER TO ROBBINS ENG. GENERAL NOTES AND SY14BOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 3692 Lbs Quality Control Factor 1.25 ........ Bottom Chords ......... G LOCK 3.0x 8.0 Ctr Cfr 0.95 D -J 0.38 1835 T 0.28 0.10 C LOCK 3.0x 8.0-1.2 Ctr 0.99 J -S2 0.59 3692 T 0.56 0.03 S2-I 0.89 3692 T 0.41 0.48 I -H 0.90 3692 T 0.41 0.49 REVIEWED BE: H -G 0.90 3692 T 0.41 0.49 Robbins Engineering, Inc. G -C 0.38 1836 T 0.28 0.10 PO Box 280055 ............. Webs ............. Tampa, FL 33682 D -A 0.03 92 C Date Sealed 8/16/2006 Span P1-H1 Left OH Right OH ] Engineenng 150000 10200 0 0! T06081792__, J607003F2] B53[ 5 moo U# J#J607003F2 ~'uil-dings B & C 2nd F/T W:308 5-2-4 Scare 0396"= RObbins Engineering, Inc./Online Plus~ ~PROX' TRUSS WEIGHT: 69.6 LBS D -A 0.03 93 C Online Plus -- Version 19.0.034 D -K 0.58 1539 C RUN DATE: 16-AUG-06 K -J 0.66 958 T J -L 0.09 263 C CSI -Size ..... Lumber .... E -N 0.04 121 C TC 0.61 3x 2 SPF-2100 N -G 0.14 376 C BC 0.78 3x 2 SPF-2100 G -O 0.09 278 C WB 0.66 3x 2 SPF-STUD G -P 0.62 897 T P -C 0.57 1532 C Brace truss as follows: C -B 0.03 92 C O.C. From TO TC Cont. 0- 0- 0 15- 0- 0 TL Defl -0.39" in H -G L/440 BC Cont. 0- 0- 0 15- 0- 0 LL Defl -0.29" in S -G L/590 Shear // Grain in L -N 0.40 Loading Live Dead (psf) TC 50.0 15.0 Plates for each ply each face. BC 0.0 5.0 PLATING CONFORMS TO TPI Total 50.0 20.0 70.0 PLATE VALUES MAy BE VERIED Spacing 16.0" WITH ROBSINS ENGINEERING, INC. Lumber Duration Factor 1.00 GRIP BASED ON SPF & SYP LUMBER Plate Duration Factor 1.00 USING GROSS AREA TEST. TC Fb=1.15 FC=i.10 Ft=l.10 Plate - LOCK 20 Ga, Gross Area BC Fb=l.10 Fc=l.10 Ft=l.10 Plate - RHS 20 Ga, Gross A-rea Jt Type Plt Size X Y JSI Plus 2 Unbalanced Load Cases A LOCK 1.0x 3.0 Ctr Ctr 0.90 A LOCK 1.0x 3.0 Ctr Ctr 0.00 Jt React Uplft Size Req'd K LOCK 3.0x 6.0-0.5 Ctr 0.99 Lbs Lbs In-Sx In-Sx L LOCK 1.0x 3.0 Ctr Ctr 0.90 D 683 0 3- 8 1- 8 N LOCK 3.0x 3.0 Ctr Ctr 0.71 C 682 0 3- 8 1- 8 O LOCK 1.0x 3.0 Ctr Ctr 0.90 P LOCK 3.0x 6.0 0.5 Ctr 0.99 Membr CSI P Lbs Axl-CSI-Bnd B LOCK 1.0x 3.0 Ctr Ctr 0.90 .......... Top Chords .......... B LOCK 1.0x 3.0 Ctr Ctr 0.00 A -K 0.32 0 T 0.00 0.32 D LOCK 3.0x 6.0 0.5 Ctr 0.99 K -L 0.58 2300 C 0.05 0.53 J LOCK 3.0x 4.0-0.5 Cfr 0.90 L -N 0.58 2300 C 0.05 0.53 H LOCK 1.0x 3.0 Ctr Ctr 0.90 N -0 0.61 2250 C 0.09 0.52 G LOCK 3.0x 6.0 Ctr Ctr 0.95 O -P 0.40 2250 C 0.06 0.34 C LOCK 3.0x 6.0-0.5 Ctr 0.99 P -B 0.26 0 T 0.00 0.26 ........ Bottom Chords ......... D -J 0.50 1426 T 0.13 0.37 J -H 0.78 2300 T 0.27 0.51 S -G 0.78 2300 T 0.27 0.51 G -C 0.31 1419 T 0.19 0.12 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms TO: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-16d nails at truss member(s}. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 2300 Lbs Quality Control Factor 1.25 Date Sealed 8/16/2006 Job Mark i Quan Type Span P1-H1 Left OH Right OH Engineerin~ J607003F2 B54 I ~ moo ~soooo ~o2oo o o j .... T060§1792 U# J#J607003F2 Buildings B & C 2nd F/~ .... Online Plus -- Version 19.0.034 RUN DATE: 16-AUG-06 CSI -Size ..... Lumber .... TC 0.39 3x 2 SPF-#2 BC 0.04 3x 2 SPF-#2 WB 0.13 3x 2 SPF-STUD GW 0.30 3x 2 SPF-STUD Brace truss as follows: O.C. From TO TC Cont. 0- 0- 0 15- 0- 0 BC Cont. 0- 0- 0 15- 0- 0 Loading Live Dead (psf) TC 50.0 15.0 BC 0.0 5.0 Total 50.0 20.0 70.0 Spacing 16.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 Plus 2 Unbalanced Load Cases Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx Cont. Brg 0- 1- 8 to 14-10- 8 1365 0 Sz = 0 A .......... Top Chords .......... I S -U 0.24 3 C 0.00 0.24 Y U -W 0.11 6 C 0.00 0.11 B W -Y 0.12 6 C 0.00 0.12 B ........ Bottom Chords ......... H L -N 0.01 0 T 0.00 0.01 P N -P 0.01 0 T 0.00 0.01 T P -T 0.04 0 T 0.00 0.04 V Robbzns Engineering, Inc./Online PlusTM APPROX. TRUSS WEIGHT: 59.9 LBS T -V 0.01 0 T 0.00 0.01 X LOCK 1.0X 3.0 Ctr Ctr 0.90 V -X 0.01 0 T 0.00 0.01 Z LOCK 1.0x 3.0 Ctr Ctr 0.90 X -Z 0.00 0 T C LOCK 2.0x 4.0 Ctr 0.5 0.90 ............. Webs ............. i Gable studs to be attached D -A 0.08 46 C 0.00 0.08 with 2.0x4.0 plates each end. C -B 0.13 55 C 0.00 0.13 .......... Gable Webs .......... REVIEWED EY: H -G 0.04 116 C J -I 0.00 115 C N -M 0.04 97 C P -O 0.30 189 C T -S 0.29 189 C 0.00 V -U 0.04 97 C 0.00 X -W 0.00 116 C Z -Y 0.03 126 C 0.00 Shear // Grain in O -S 0.00 0.04 0.00 0.30 0.29 0.04 0.03 L/999 L/999 0.34 Plates for each ply each face, PLATING CONFOP~4S TO TPI USING GROSS ~A TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Ar~a Jt Type Plt Size X Y JSI A LOCK 1.0x 3.0 Ctr Cfr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.00 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Cfr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Cfr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.00 LOCK 2.0x 4.0 Ctr 0.5 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Cfr Ctr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 LOCK 1.0x 3.0 Ctr Cfr 0.90 LOCK 1.0x 3.0 Ctr Ctr 0.90 Robbins Engineering, Inc. PO BOX 280055 Tampa, FL 33682 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: TRIANGLE BUILDING PRODUCTS Analysis Conforms To: ANSI/TPI 95 & 02 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 189 Lbs Quality Control Factor 1.25 Dale Sealed 8i16/2006 Job ~rk Quan Type Span Pi~H1 Left OH Right OH End,ncc'r,% J607003F2 B55 :t M100 30508 10400 0 0 T0{,081792 U~J#a60700iF2~l~lildings ~-~ C 2n~7~ .............. 1 4-0 HO 1-4-0 lx3 c Scale: 0824" = 1' Online Plus -- Version 19.0.034 RUN DATE: 16-AUG-06 CSI -Size ..... Lumber .... TC 0.19 3x 2 SPF-#2 BC 0.02 3x 2 SPF-#2 WB 0.18 3x 2 SPF-STUD GW 0.02 3x 2 SPF-STUD Brace tr~ss as follows: C.C. From TO TC Cont. 0- 0- 0 3- 5- 8 BC Cont. 0- 0- 0 3- 5- 8 F -D 0.14 58 C 0.00 0.14 .......... Gable Webs .......... G -H 0.02 155 C 0.00 0.02 TL Defl 0.00" in C -G L/999 LL Dell 0.00" in C -G L/999 Shear // Grain in A -H 0.23 Plates for each ply each face. PLATING CONFORMS TO TPI PLATE VikLUES MAY BE VERIED WITH BOBBINS ENGINEERING, INC. GRIP BASED ON SPF & SYP LUMBER USING GROSS AREA TEST. Plate - LOCK 20 Ga, Gross Area Plate - RHS 20 Ga, Gross Area Loading Live Dead (psf) Jt Type Plt Size X ¥ JSI TC 50.0 15.0 A LOCK 1.0x 3.0 Ctr Ctr 0.90 BC 0.0 5.0 E LOCK 1.0x 3.0 Ctr Ctr 0.90 Total 50.0 20.0 70.0 D LOCK 1.0x 3.0 Cfr Ctr 0.90 Spacing 16.0" D LOCK 1.0x 3.0 Ctr Ctr 0.00 Lumber Duration Factor 1.00 C LOCK 1.0x 3.0 Ctr Ctr 0.90 Plate Duration Factor 1.00 G LOCK 1.0x 3.0 Ctr Ctr 0.90 TC Fb=l.15 Fc=l.10 Ft=l.10 F LOCK 2.0x 4.0 Ctr 0.5 0.90 Design checked for LL on BC per BOCA {section 1606.2.3), IBC/IRC-2003 and FBC 2004 {section 1607.1), 20.0 psf. This truss must he installed as shown. It cannot be installed upside-down. Max comp. force 155 Lbs Quality Control Factor 1.25 Jt React Uplft Size Req'd REVIEWED BY: Lbs Lbs In-Sx In-Sx Robbins Engineering, Inc. Cont. Erg 0- 0- 0 to 3- 5- 8 PO Box 280055 300 0 Hz = 0 Tampa, FL 33682 Membr CSI P Lbs Axl-CSI-Bnd REFER TO ROBBINS ENG. GENERAL .......... Top Chords .......... NOTES AND SYMBOLS SHEET FOR A -S 0.19 11 C 0.00 0.19 ADDITIONAL SPECIFICATIONS. H -D 0.18 9 C 0.00 0.18 ........ Bottom Chords ......... NOTES: C -G 0.02 0 T 0.00 0.02 Trusses Manufactured by: G -P 0.02 0 T 0.00 0.02 TRIANGLE BUILDING PRODUCTS ............. Webs ............. Analysis Conforms To: C -A 0.18 64 C 0.00 0.18 ANSI/TPI 95 & 02 Trux'~ Desim En ,ineer lhomasA Albar/i I iccnse il ~)773~;~-I Address P 0 Hox 280055, 'Iampa, ['L 33082 OH FM-- [] [] ® BLOCK CURB DROP CURD WALL EDGE OF PAVEMENT OVERHEAD WIRES WATER MAIN F~RE LiNE FORCE MAiN // / I 42¸1 / & S 24'02'49" W 297:'g~' MIDDLE ROAD ', (C.R. 48) (NORTH ROAD) I S 19'33'39" W 1. THiS SURVEY WAS PREPARED FOR A SPECIFIC PURPOSE, AND IS NOT iNTENDED TO BE USED FOR A TRANSFER OF TITLE OR ANY FINANCIAL PURPOSE, TI-IlS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT AND THEREFORE, THE EXISTENCE OF ANY COVENANTS, RESTRICTIONS, EASEMENTS AND/OR RIGHTS OF WAY OF RECORD, IF ANY. ARE NOT SHOWN OR ADDRESSED. 5. pROPERTY CORNER MONUMENTS WERE NOT PLACED AS PART OF THIS SURVEY. 4. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS PART OF THIS SURVEY, 5, THE OFFSETS OR DIMENSIONS SHOWN FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE ~N THE ERECTION OF FENCES, RETAINING WALLS, POOLS. PATIOS, PLANTING AREAS, ADDITIONS TO BUILDINGS OR ANY OTHER CONSTRUCTION, D. UNDERGROUND SANITARY AND WATER LOCATIONS PROVIDED BY NAYLOR ENGINEERING P,C. ADDITIONAL UTILITIES, ~F ANY. NOT SHOWN. 7. LOT AREA = 510.64-7 SO. FT, OR 7.13 ACRES. B. ELEVATIONS SHOWN HEREON REFER TO N.G.V. DATUM. Sur~yed by: SK Drd~l by: PR J Cl~eck~l by: WJB · i ~ F Barreff Bonacci & m J i ~ Van Weele, PC Civil Engin~rs 175A Commerce Drive Hauppauge, NY 11788 ~u~ors T 631.435.1111 PJanners ~ 631.435,1022 ~.bbv~.com Tax Map: DIS~I~ 1~ SE~ON 45 BL~K 1 LOT 2.1 JULY10,2~8 1"= ~' A~ I of 1 I III II J"- A~P P.R OVA L OF CONSTRUCTED WORKS Date UL ;~ I 2008 t-l.a,.a,~r ) --50 NORTH ~ .~ La~ Panamo~, N~ Tork ~ (~31) ~2~-2~ (Fax) ~lver~, Nero ?ork II~l ~ (~1) ~-~5~ (~sl.) ~~ (~51) ~5~-~41~ (Fax) -~ILT ~E~ NE 2. ~iI drawing has b~n prepared far *e ipec,flc ~ ~ UILT ~ATE E the sole pmpe~ of, dohn W. N~lor, ar*, P.E ~,i draw,rig AS-~UILT FOrE H~IN --FM-- w~o~ ~e expm.~ wilton con.nt of John W* N.ylor. Jr., D~IX E POOL~/ ~ pu~mem will ba pm.c~d ~ tha full a~ent of criminal and ~ V ~ c~il ~nw, pomiemiIon of any copy of thil drawing not ~n~lnlng % AS-~ILT~EBE~ H~aE CONNECTION .~. ~ / k h / I ~ / ~ / JCN I' = ROAD (C.R. 48) '52- O/4' SB2 '-- ~FD ........ FD'~ 5O E~UILDi '0 "E" -52 Revision/Issue (~,1) ~29-2~0 (Tel,) (~31) 529-2~5cJ (Fax) na ~lor~opt<m~ll~e~et JWN 3~)4- ~ JON I' = ¢2 oF ¢5 LDIh 6 ,/ NO, B-! TEST BOH/N¢ NO, B-1 / 29~,94' W . OH I I BUILDit, O "E" e 52- OH S W --I '39" W OH-- OH / / / / t OH / / / / (8~1) ~29-28~0 (Tel,) (~1) 92~-2¢B9 (Fax) na~lor~neoJ~tonlln~net ~ Tedaldl, ~ana~ln~ Par~er JWN JCN ~, JLUN Job No. Drawing No. Z 40.00 ~TATION 12" O STEEL 5LEE'/E .l LEGEND: ELEv. 44.~0 I!1 I I i 4~.00 MAIN ~RA¥1T¥ 5ELLIEf~ MAIN UJASTEUJATEI~ FOI~CE MAIN II II Revision/Issue NA"r'LOt~ EN~INEEt~INC~, Lak~ Panamoka, N~uJ Yo~. 119E, 1-1~2~, (~31) ~2=J-2~E:,O (Tel,) (~51) "52~J=2E, D¢j (Fax} ,Job No. Drown By: JCN 1' = Checked By: Drawing No, JUN 04 oF Ab-Ed//T ]-OC~ T/ON i:?~4 T,4 - bEYJE/~ M,,41N~ NC ~/.rE 5T,4 TIONINO IN FRONT OF/gUIL/?INO ~ F/~?M MU~ No. 2 TO 2,4 ~/Y-H / HC WTH / HC ,94.1 / ,933 ~.4 / I25.1 //293 I26. 7 / I2,9-? / 1-82.3 /29. 7 / 133.4 1~3~ / 116.9 / 117.,9 fl,9. 7 //~9~, 133.~~ / 134.69 134~ / 135.6 136./ / ]3 7.~ 137.6 / 13,9.3 U/C WYE 5T/~TIONIN~ /N FRONT c2= ~gUI£LDIN~. C /=ROM Mu/2 TO 2H ~.rH / U/C LU.rH / u/C 134.~ / 134.,9 136. 7 /13 7.5 /39P / IdL 7 / 143./ 1,9].9 / 1,93.2 1442 / 145. 7 146.,9 / 14,9.2 M9.4 / I5~. 7 1520 / I53.4 2]I.~* / 213.5, / 215.5,/Nb 3.9. 7 / 35.~ 35.3 / 363 36.9/37.4 3,9.4 / 3,~_ 9 39.9 / 4~. 7 4L4 / 42.] 723 / 75.3 73~ / 76.d 75P / 77.~ 76.3 / 793 / /57.1 ~4C WYH 5TAT/ON/N~ /N ¢RONT O~ tgUI£LDIN~ 0 FROM Mu/4 TO 4,,4 WY',_= / 14C &/'rE / u/C 34.1 / 35.6 35.4 / 36. 9 55.1 / 56.9 76.4 / 77.2 7,93 / ~.] 93.,9 / 95.4 94.5 / 97.I I~2.9 / I~4.3 I~3. 7 / I~5.1 //LI / II3.P /13.5 / I]5.6 u/C wY'H 5T, A TIONINo M FRONT OF ,~UII Z:::'IN~. H FROM Mu~ 4 TO 4~ 9,~3 59. 7 6 L9 122.2 ,9.4.4 122.9 ,,4b-~d// T L 0C,4 T/ON l::~,.~ TA - MC CLH,,4NOUT / 0C,4 Tlc?Nb Revision/Issue N,z,'r'LOt EN INEI:::'t iN .' P.C., Lak~ P&na~nol~, N~tu York (,~31) ~2~-2~60 (Tel.) (~,31) ¢J2':3-28.5'::J (Fax) ~a~loremeoptonllnsnst CLIFFSIDE A&SOCIATE~ / B~EEZY 50LINID East l"laln ~r~t, 2n~ Floor ~ Ts~a[~l, Mana~ln~ (~31) ~53-~13 (Fax) By: Job No. JLUN dON NONE OWN oF .N ,.34',34.'32" E -- .. ~ _ -./ 'H.es' LONG ISLAND SOUND -- 52.90' -- ___,.~54-.O4.'____ .- 50.22,~ -- ,-- 5,3.2e' ..... 57.85, -. 2g'I.5'52', · 20.68' EIUILDiNo MIDDLE ROAD (C.R. 48) ('NORTH ROAD) PROPERTY SI TU ATE GREENPORT TOWN OF SOUTHOLD SUFFOLK [~OUNT?, N.Y. JL ~'~ WJB JUNE 23, 2006 ~.= 20' FOUNDATION LOCATION .N ,7,4'$4',:]2" E - _ -~ - / ~.65' LONG ISLAND SOUND .. --~ -- 52.90' --- _.~4.04' --~ -- 50.22' --- .-- 53.26' .... 57.85' --. 20.68' / CONCRETE FOUNDatiON BUILDING i1 ~. ~ S 24'02'49' W 297.94' ROAD (C.R. 48) (NORTH ROAD) I I MIDDLE 1. LOT AREA m 31D, 647 SF OR 7,13 ACRES 2. ELEVATIONS REFER TO NJ~.V. DATUM. RE~SIONS 175A Commere~ Drive, Hau~auge, NY 11788 ~L.~631/4~- 1 ] 11 FAX 631/435-1022 www.bbvpc.mm PROPERTY Sl TU ATE GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. FOUNDATION LOCATION dUNE 23, 2006 1"-- 20' ut O.FI. ~n Cu~: O.H. in Fie 19-4-0 17-4-0 X X X B36 B36 II (4) 5-6-0 1-1 BI] ',4) 7-4-0 BI0 AHU- HU526 ] i BgA ~o 16-6-0 7-4-0 839 Ii il 14k0-c 10-6-0 C..u'c Field · 3-6-0 6-10-0 F:oot:in~s rec~.ulred ~o support: posts above not: ~,homn on founclot:ion plan 11-8-0 BV16 I! lO-6-o~, 7-6-0 4, Cut O.H. In Field ETA - ] II B40G 840 h ir 10-6-0 B9G B7A -o-~ I 9- I1-6-0 833 838 XB7 Cut O.H. in ?[eld 7-8-0 5[DELAP TtELJ55 DETAIL A K 8-3-0 required X: TOENAIL O HUS2&(D6pcs) 0 HHdS2&(2pcs) O H®US26(2pcs) 30-100-0 7-6-0 4, BVt6 10-6-0 Cut: O.H. In field 7-4-0 ~96 839 839A 19-4-0 17-4-0 B~6 826 BlS 833 7-8-0 ~ Cut O.H. In flelcl 3-6-0 4-0-0 (3) Bi] (4) 5-6-0 7-4-0 DIDELAP TtEUS5 DETAIL Bi0 l HUD2& 30-10-0 BSG B7A 4' 11-6-0Z 16-6-0 .0-0 HHU526-'P In ~lelcl 0 >- <[ L~] Z 0 I, 0 © DRAWN: J.E.S. SCALE: N/A JOB#: d607q~ DATE: 08/16 SHEET NU~ 19 1-10-0 START 19-4-0 7-4-0 10-6-0 11-2-0 10-6-0 7-6-0 10-6-0 11-2-0 10-6-0 7-4-0 19-4-0 B43 12-6-0 (9) L B4£(4) B39 339 B16 B16 BlZ (6) 5-6-0 7-4-0 16~ o,c, B27 B26(4) 10-5-0 Line up trusses B41(4) 14-0-0 6-6-0 Bll ~TART 16n o,c, B33 B47(4) 16# o,c, B27 346:4) :7) 14-3-0 tine up 3-6-0~ 6-10-0 10-10-0 10-10-0 (9) B27 C B28 B24 B33 32-2-0 :8) ,'4) B4E :4) p~ Line B27 B2E(7) 10-5-0 ',4) B31 10-10-0 B2~:(9) I ,'9) ,'9) 16~ O,C, Line BP trusses Att dimensions 7-6-0 i2~ o,e, B23 14-0-0 6-6-0 B43 ore Peet-inches-sixteenths B24 B28 32-8-0 ~,3-6-0 6-10-0 Une 4-0-0 Bll 11-6-0 BI6 316 B16 B1z :6) (4) Bi£ -- START 16' -3/4~ x ~' L~L By Others B4E B391 B19 B13 1-10-0 7-4-0 16-6-0 11-6-0 30-10-0 7-6-0 30-10-0 ,F 16-6-0 START 16' /~REViSiONS: ~'~ DRAWN: J.E.S. SCALE: N/A JOB#: J607005R DATE: 08/16/06 SHEET NUMBER -2 9-4-0 , 7-4-0 it B19; B20 B22 II~- o 10-8-0 ~13) d 10-6-0 Provide continuous beoring (by others) B27 B13 1-10-0 4' 4' 5-6-0 4-0- ,3-6-0 B16 14-0-0 6-6-0 I m6 4' P ~4) Bll BlO,'7) 4' 11-2-0 10-6-0 7-6-0 4' 10-6-0 4' 11-2-0 10-6-0 7-4-0 19-4-0 7-4-0 B7 ii B6 ' START 16-6-0 4' 11-6-0 4' B33 B27 ;ti I II J ~11 3 1 I Line up trusse~ 10-10-0 (9) B29(i B33 ~1 Ii B27 j -- Ill B3c I;I :15) 7;L II ' ~1'1 32-2-,0 J 7-6-0 10-10-0 D Provide continuous bearin9 (by others) B27 10- (15) I] 9(9) fO B28 I1 32-2-0 B?4 -3±12 Trusses B22 lO-8zO B20 14-0-0 B23 B16 4' 6-6-0 , BiS :I Chase openeings are 2'-2~ wide dimensions Ceet-ioches-sixteenths ~re :13) ~ B19 II s BiZ '1 ' 5-7-4 -- ~ j B13 Bl[(7) 7-4-0 B7 / d 6-10-0 B6 B8 i B6 " 30-10-0 7-6-0 4' 30-10-0 4' il-6-O 4' 16-6-0 /~REVISIONS: % Z Z 125 m DRAWN: J.E.S. SCALE: N/A JOB#: J60700,3F1 ATE: 08/17/06 SHEET NUMBER ~1-10-0 &O-II-O 15-10-0 I-/-0-0 ID-IO-O c~-8-0 A& D -q -0 Al Al& A21 Alc 7 Al ~-q-O Al& Al AIO A~ D-q-O Al '~-8-0 21-D-O ID-O-O 14-&-O '~-&-O &O-II-O 121-10-0 14-6-0 &O-II-O ~I-D-O ID-O-O ~-8-0 REVISIONS: DRAWN: J.E.S. SCALE: N/A JOB#: J604004F2 DATE: 11-15-06 SHEET NUMBER L-I REVISIONS: ~ 11-14-06 I '~ 121-10-0 &O-II-O &O-II-O 2-8-0 15-10-0 I-/-0-0 11-4-0 :?8-2-0 11-4-0 I't'-O-O 15-10-0 2-8-0 ,1' ~' ,t' ,t' / ,[' 4' 2 ,t' 14-1-0 14-1-0 21-5-0 25-0-0 14-&-O 14-&-O :25-0-0 21-5-0 ,t' .t' .~ A' ,t' .t' 2 -8-0 15-0-0 -/-& -0 ~2 -0-0 -'i'- & -0 ~2 -0-0 -/-~ -0 I D--O--O ~--810 121--10--0 DRAWN: J.E.S. SCALE: N/A JOB#: J604004F2 DATE: 11-03-06 SHEET NUMBER L-I l' -8-0 1:21-10-0 60-11-0 60-11-0 15-10-0 I-1-0-0 z~' 28-2--0 z~z -I' 14-1-0 ,I' ~4-1-0 ,t' ..... A41~ ,i A41; iAI4 II AX/lO 10-8-0 ~, 6-4 0 ~z ~: X X X~ XA~ I A2_.. 2.-8-0 15-O-O 2-8-O ~0-11-0 12-1-10-0 60-11-0 -28-06 ~ III I oc~7 -- 7 DRAWN: J.E.S. SCALE: N/A JOB#: J606004R DATE: 10-31-06 SHEET NUMBER 48-0-0 (21.~/~"x 1-;~8~ L¥ Eop,et Bl Ot~er I Placement Plan _ ~ 2x4 Plate 6" 4" ~-10 L~ 48-0-0 Check tcuss position for drain for tub Wall Overlay ~RIANGLE Cliffside Resort Clubhouse Floor Truss Placement Plan Status: PRELIMINARY Floor Loading TC Live: 50 00 psf TC Dead: 15.00 psf BC Live. 0.00 psf BO Dead: 5.00 psf TC Stress Inc 0.00 BC Stress Inc: 0.00 Account: LSM Developm~ Job: J608004FC Designer. JES Checke~ JES Date: 02-01-07 C~ o) o) Cliffside Resort Clubhouse Roof Truss Placement Plan PRELIMINARY Roof Loading TC Live: 30 00 psf TC Dead 7 00 psf BC Live: 0,00 psf BO Dead: 8 00 psf TC Stress Inc: 15.00 BC Stress Inc: 15.00 Job: J606004RC Designer JES Checker. JES Date: 02-01~07 21-10-O ~2 -8-0 15-10-0 z~z 60-11-0 I-1-0-0 28-2-0 60-11-0 I-1-0-0 2-8-0 A~5 10-8-0 ¸Il Ii AVIO Ii II ii ~ A2q: ~ h 6-1!0-0 2-0-0 AVIO II IO-8-o -8-0 2.-8-0 92-0-0 ,)(, '1-6-o z~ 32-0-0 z~' -1-6-o ztz 15-o-o /~ ,,~ 60-11-0 z~z 60-11-0 121-10-0 4lz 11-28-06 DRAWN: J.E,S. SCALE: N/A JOB:fl:: J606004R DATE: 10-31-06 SHEET NUMBER L-I '~1-10-0 REVISIONS: 60-11-0 2-8-0 ID-IO-O A-7 I~-0-0 A26 Z Al6 60-II-O 28-;2-0 A21 Ali -4-0 ~ I'7-O-O I D,-IO-O 2-8-['~ A26 A'7 A""t AD, D,_cf_O Al D,-4-0 Al 2 -~ -0 2 I-D,-O 2.5-0-0 14-6-O ID,-O-O -7-6-0 D,2-O-O 60-II-O -7-6-0 121-10-O 14-6-O ~2-O-O 60-II-O -/-6-0 2 I-D,-O DRAWN: J.E.S. SCALE: N/A JOB#: J604004F2 DATE: 11-15-06 SHEET NUMBER L-4 1-14-06 1 121-10-0 ~z 60-11-0 ~ 60-11-0 14-1-0 14-1-0 i 14_411~ 14 4 I~ : : : : : :: - ~ - ) A~ ~) J-- - 12l-IO-O DRAWN: J.E.S. SCALE: N/A JOB#: J604004F2 DATE: 11-03-06 SHEET NUMBER L-5 SI PLAN TOWN OF SOUTHOLD SITUATE PORT SUFFOLK COUNTY, OWNER L~APPLICANT BREEZY SOUND J6~Sup Av6~i.i~ QuOgue, NY 11959,,, _ CORP. NEW YORK LOCATION MAP i / ~ LONG~ ISLAND SOUND / / LIST OF DRAWINGS ~ 1 DIMENSIONAL P I._,,,,,H I 3 ROAD PROFILES &:: SlT~:~-bETAILS SUBJECT PROPERTY / 5 ERosION CONTROL PLAN / / 6 sANITARY SEWER &: WATER MAIN PLAN [ 7 WATER MAIN, DRAINAGE AND SANITARY DETAILS ~iTE DATA SITE AREA 310,647 SF OR 7.13 ACRES TAX LOT No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 REQUIRED PROPOSED ~0~~----~.. FRONT YARD 3~/ MIN. 50' ~ ~ SIDE YARD 15 MIN. 30' ZONE HD ~ REAR YARD 35' MIN. 1B5'~ ~[ ,~o._~_,~l HAMLET DENS'~ , i~ } PAVED AREAS (INCL. SIDEWALKS · PARKING ) ,608~ CONDOMINIUMS I SPACE PER UNIT ~;~s,o.*~ 69 UNITS--TOTAL REQUIRED 69 SPACES pORT PARKING PRODDED 80 SPACES NCL. 5 HANDICAP SPAC S) ~ Dep~ent of He~th Se~s ~, ~laffng to w~r i [ aupply and sewage d~posat. ~eg~lesa cf ~y o~sa~ons, I ......... I a~ce ~ ~e a~ched pe~ con~fio~ ~d app~c~le [ CERTIFICATION ~E~UlR[O [ r [ ] e~s 3 ye~ ~m ~e nppmv~ ~, ~ess ~d~ or ~. KEY PLAN DRAWINGS PREPARED BY Barrett, Bonacci & VanWeele, P.C. CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppauge, NY 11788 TEL 631/435-1111 FAX 631/435-1022 www.bbvpc.com 2005 PRODUCT No. A00044~ i 23'1620 E N 28'0210' ~' ""'~'~"'~' E N 223549 E N 24'2520 E N 29'/552 52.90 54.04' 50.22' 5~.26 57.85 20.88 / .,= -..... ,.~,.~ f' '-/~:;~:~:'~:.-~., / / / NORTH ROAD ('~rDDLZ ROAD) (C.R. 48)'==* '~ ~'~ ~= POLE-MOUNTED SITE LIGN~?N~' WALL-MOUNTED L/CHI'ING: I I=~ND PROPOSED EXISTING CONCRETE CURB CONCRETE WALKWAY PARKING SPACES SITE LIGHTING TAX MAP No. DIIR'RIOT 1000, ~O'TIO~ 4~ IBLO(:~K 0% LOT P.1 REVISIONS Barrett, Bonacci & VanWeele, P.C. CIVIL ENGINEERS/SURVEYORS/PLANNERS i75A Commerce Drive, Hauppauge, NY 11788 TEL 631/435-i 111 FAX 631/435-1022 www.bbvpc.com GRAPHIC SCALE ( m ~'~i~-J' ) I in=h = 80 it. Amended Site Plan for CLIFFSIDE RESORT (~IEENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY NY DIMENSIONAL PLAN A 000~ DRAINAGE BAS~ ON A 6' STORM DRAINAGE $~TEM A ROOF 1,449 SF X 6/121 X 100~ -- 724.5 CF PA~ENT 4,761 SF X 6/I2 X 100~ -- 2,3~.5 CF W~ 664~X 6/12; X 100~ ---- 3,320 CF ~DSCAPE 1,451 SF X 6/12 X 15~ = 108.8 CF USE 3-12'¢ '~ 12' DEW DRAINAGE S~TEM B ~ C COMBINED ~DSCAPE §,217 SF X 6/12' X 15~ 391.3, CF 5,561.3 CF 5,561.3 CF ~ 100.87 = 55.1 ~ REQ'D. DRAINAGE S~TEM D DRAINAGE S~TEM E R~F 6,73,5 SF X 6/12' X 100~ ---- 3,,367.5 CF ~ PA~T 2,629 ~ X 6/12' X 100~ 1~3,14.5 CF ~ WA~ %181 SF X 6/12' X 100~ 590.5 CF ~ K 1,5g0 SF X 6 X--18] ----~119'3, CF [ ~ ~ ~ / ..55' LONG B~ 80~ 6,~52.~ CF + 100.87 = 65.0 ~ REQD DRAINAGE S~M F 5290' ~21~ DRAINAGE S~M K , / / / / / / / 1,3,50.0 CF 23,0.0 ~ 119.4 CF 3.343,.4 CF 3,343.4 CF .'- 100.87 = 3,5.15 VF REQ'D, USE 3-12'e ~ 12' BEEP 3,6 t~F PROVIDED 2,795.0 CF 1,569,0 CF 4,787.5 CF DRAINAGE SYSTEM d (iNCL RD-3;) R~F 5,590 SF X 6/12' X 100~ = W~ 867 SF X 6/12' X 100~ = ~NDSCAPE 20,920 SF X 6/12' X 15~ = ~ SUILDING ~1~ NORTH · / ROAD (MIDDLE ROAD) (C.R. 48) / DR~LL W/ MANHOLE COVER MANHOLE CATCH BASIN STORM DRAIN ROOF DRAIN SANITARY SE~R WATER MAIN/SER~CE H~RANT O~RHEAD WIRES FENCE CONTOUR SPOT GRADE TOP/BOT CURB DRADE FLOW ARROW TIMBER RETAINING Wall DRAINAGe RIDDE LiNe SITE lIGHTING SWALE -- G5 E5 T~ MAP No. DISTRICT 1OOO, SECTION 45, BLOCK O1, LOT 2.1 REVISIONS 8/7/03 $C.H.O. COMM£NI~ 10/$I/05 LOW POINT Barrett, Bonacci & VanWeele, D.C. CIVIL ENGINEERS/SURVEYORS/PLANNERS I75A Commerce Drive, Hauppauge, NY 11788 TEL 631/435-] 11 [ FAX 6311435-1022 www.bbvpc.com t/a 7/o~ FO~C~ Mm/V Amended Site Plan for CLIFFSIDE RESORT ~E~PORT TG~ OF SOU~OLD SUFFOLK COUNTY NY GRADING, DRAINAGE & UTILITY PLAN e/Z/OD PROJECT NO. A000446 GRAPHIC SCALE ENTRANCE ROAD SCALE: 1'=4' VE~T. CONCRETE CURB 6O MAIN ROADWAY SCALE: 1"=4' VE~T. CONCRETE SIDEWALK Y. TYPICAL ROADWAY SECTION C_C_ONGRETE CURB ~-- 8' ~RANULAR 37JB BASE (g5~ DRY DENSITY) PAVEMENT RESTORATION DETAIL NORTH ROAD r 8' x 4"--0' HEADER 8" x 8'--o' BA/ mN I'/F~.~ 81~ VL=W TIMBER RETAINING WALL REVISIONS 7/9/0I EEV. ENTRANCE ~/~/o2 ozoc.,s o a c Io/$~/o,$ LOW P~NT Barrett., Bonacci & VanWeele, P.C. CIVIL ENG[NEE RS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppau~e, NY 11788 TEL 63 [/435-1 t 11 FAX 631/435-1022 www.bbvpc.com Amended Site Plan for CLIFFSIDE RESORT GREF-NPORT TOWN OF SOUTHOLD SUFFOLK COUNTY NY ROAD PROFILES AND SITE DETAILS 8/7/00 ~ ~ ~.es LONG ISLAND SOUND ~ ~ 23'16'20," E N 2,~'02'10" E N 22'38'26" E N 22'~5'49" E N 24'25'20" A~TODEPLAN~DAD~LO~5. .~ '/' ~ _ / ~ [.~m'.% ..... . ::.-~ ~ ~.~ ~%% ~ %v/~ ~ ~ x' /ir ~ ~x~ t~ ~ ~ '~ ~, ~ a , [ ..... ~ ...... . ....... . . . .. .... . ..... : .... . . % ~ ~ .,. ~ ./ /' /' I ~.,.~ ~ &[:~........ '...~ ~ ~ x~ .~ ~_':,..v. 't '.>~./ /. _, .t'..,~ ~ -- . , - % ~ / ./ . ~ ~' , ,. .,~ · .~. '".'. · ~- ~ % x~ / / ~ ~~~..h~'.%~.:-:":." %~ -- · . / / / / ( \ \ \ I -PA / \ f NORTH ROAD (C.R. 48) (MIDDLE ROAD) ~EEI~ \ \ -- REINF. RUBBER HOSE ~A. }MIRE - TP, IIDTED AND LEFT LOOSE TIMED BALL DIA. CEDAR STAKED - DRIVE AT AN~LE AND DRAP~ VERTICAL r'ERR Y'IRAP - ONLY ~IHERE REOUIF~ED BY LAND. ARC. H. r',RO~N OF BALL TO BE DAME LEVEL AD IN NURSERY ,&" SAUCER REMOVE TOP I/~ OF BURLAP AND ALL ~IRE AND NON- BIODEDRADABLE MATERIAL .TOPSOIL BACKFILL, MIN. OF DO~ OF DOlL TAKEN PROM HOLE ~OMPAOT~D ,~OIL PEDESTAL PLANTIN® E)t TAIL F~,tZlNF. RUDDEP. HO5E 12 ~A. I'~IIP4~ T~IDTt--D AND LEFT LOOSE AN~LE AND D~ OF ROOT BALLTO BE SAME LEVEL AD IN NURSERY DAUCEP-. TOP I/S OF BURLAP AND ALL ~IRE AND NON- BIODEGRADABLE MATERIAL L BACKPILL - MINIMUM OF 50¢6 OF SOIL TAKEN FROM HOLE PLANTIN® DETAIL --~," DEEP SHREDDED BARK i'4ULOH SAUCER TOP I/~ OF BURLAP AND ALL ~IRE AN. ID NON- BIODE~P. ADABLE MATERIALS TOPSOIL BACK'PILL - MIN. OF EO'~ OF DOlL TAKEN FROM HOLE --COMPAOI'~D DOlL PEDESTAL SHP-.UD PLANTIN® ETAIL GUAN. 14 15 IO '7O 45 140 IOO I0 &l PLANT LIST KEY BOTANICAL NAME AP AC.ER PLATANOIDED TO PT JV EA lC LO TD TIBIA COR~ATA AMELANCHIER CANADENDIS PICEA ABIED PP-.UNUD CERADIFEF~A THUNDERCLOUD JUNIPERUD VIR~INIANA CORNUD DTOLONIF~RA EUONYMUD ALATi, JD COMPAe',TA ILEX G~NATA ~,ONVEXA ILEX ~LABP. A JINIPERUS CHINENDID 5AN ..JOSE LIDUDTPJJM OVALIFOLIUM I"~RICA PEND'r'LAVNICA PINUD MU~HO SPIREA ~OLD FLAME NOTE, ALL LANDD¢-.,APE AND OOMMON NAHE NORP, tA'r' MAPLE LI1-FLE LEAF LINDON NORI, NAY SPRUCE THUNDERCLOUD PLUM EASTERN RED CEDAR GON~X LEAF JA~ANESE HOLLY INKD~R~ HOLL~ ~AN dOD~ J~NI~ CALIFORNIA MU~HO PINE ~OLD FLAHE ~PI~A SIZE REI"IARKD 18-21" DPD 3-4' HT. .2-21/2' HT I,D-24" DPD lB-24" HT 1~-24" DPD FULL HEAD, ~IELL BRANCHED FULL HEAD, IalELL BRANCHED FULL, I~ELL BRAN"',HED FULL AND DENSE TO ~ROUND FULL, ~LL B~NGHEP FULL, ~ELL BRANCHED FULL, ~LL B~NQHED ~AL GONT ~ULL, ~LL D~NGHED PULL A~ DENSE LAP, iN AREA5 ARE TO DE IP-J~.I~ATED ~ITH AN AUTOI'4ATIO I~I~ATION 5¥STEM. PLANTIN® NOTES I. ALL PLANT MATERIALS TO BE OF HIGHEST ~UALIT'r' NERDERY ~oROldN DToC, K. 2. P-.~FER TO EN~INEERIN~ DRAI'qlN~D PRIOR TO ANY EXCAVATION ~0~ LOCATION OF ~GHANIOAL AND UTLI~ LINE5 AND 5T~G~5. I~ ANY CONFLICT EXIDT5, GONT~GTO~ 5Fl.&Lb NOTIFY LAND,GAPE A~GHITEGT FO~ ~U~¢E¢~P GHAN~ED. ALL PLANT ~IT~ TO ~E ~A~ILLED ~ITH TO~5OIL ~LENDED ~ITH DE~TILIZE~ AT THE RA~ O~ 5 ~OUND5 ~E~ ALL ~EE PITS AND 5H~D BEDD TO ~E HULOHED ~ITH D" DEEP F~¢H HILLED 5H~DDED DA~K MULCH. ALL T~E5 TO BE PLANED ANO STAKEO A5 PE~ DETAIL. ALL PLANT MATERIALS TO DE 6UA~NTIED FO~ A PERIOD OF ONE YEA~ PLANTING. I~ ANY DIDO~EPANOY EXISTS BETHEEN THE PLAN AND PLANT LI~T, THE ~LAN SHALL ALL PLANT MA~IALD A~ TO ~E ~AINTAINE~ HITH ~E~TILIZE~ AND OTHD~ ~UI~ED HATERIAL5 TO MAINTAIN A NEAT AN~ HEALTHY ALL PLANT MATERIALS A~B TO BE I~IDATED HITH A D~IP 1~I6ATION lO.ALL PLANTS HHIOH DIE O~ BECOME DIDEADE~ SHALL DB ~E~LAOED BY THE APPLIOANT. 3O 15 GRAPHIC SCALE ( IN FEET ) 1 ~zeh = 80 ft. 12o WILLIAM (BUDDY) JOHNSON LANDSCAPE ARCHITECT 2350 CLEARVIEW AVENUE SOUTHOLD, NEW YORK 11971 PHONE: ,~DI-'T&D-I'7~D REVISIONS 4-14-01 - PER TOI. NN '7-q-OI - REV. ENTRY I-1~,-02 - PER DITt--' PLN q-2'~-04 PER 51T~ PLN. '7-I2-05 PER SITE PEN. Barrett, Bonacci 8, VanWeele, P.C. CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppauge, NY 11788 TEL 631/435q 111 FAX 631/4,35-1022 www.bbvpc.com CLIFFSIDE RESORT G~ORT TOWN OF SOUTHOLD SUFFOLK COUNTY NY LANDSCAPE PLAN u/ar/oo PR0~CT NO, 4000446 / / / ! / 18LAND N 24'25' 57 R EROSION CONTROL LEGEND AREA REOUIR/NG EROSION CONTROL BUtNKEK. STABIMZED CONSTRUCT/ON ENTRANCE.. DROP INLET PROTECTION: EROSION CONTROL NO~8 OR I4fNTER OATS -- $ BUSHELS PER ACRE NO~-~BER ! TO MARCH ! MULCH il. fEY 2 ?~qS OF STRAW PER ACRE AND ANCHOR MULCH MARCH ! TD MA Y ! DOMESTIC RYE ERASS - 20 ~S PER ACRE OR SPRING DA~S - $ BUSHES PER ACRE MAY I TO AUGUST I SUNDANGRASS - JO TO 50 LBS. PER ACRE MIL~ET - $0 TO ~0 ~BS PER ACRE UME AND ~c~RUZER TD BE APPLIED AS NECESSARY. r~IJILDINQ "E' NORTH ROAD - (C,FL 48) GRAPHIC SCALE B. ~HERE ~NAL ~RA~E IS ACHIEVE~ , EYE AREA IS UME AND h~RUZER TO BE APPMED AND ~f~RKED INTO EYE ~P EYREE /NONES OF ~E ~ AS F~LO~' UMEST~E TO BE ADD~ ONLY IF A S~L ~r INOICA~ A pH B~OW 5.0 IF NE~AR~ PUL~RIZ~ UMES~E ~OU~ BE ~PU~ AT RA~ ~ 50 ~ P~ I~ S~ARE ~E~ ~RRUZ~ TO BE APPLIED AT A RA~ ~ 500 LBS P~ A~E MULCH ALL SEEDED AREAS Y~EY S~AH ERAIN STRAW (RYE, MARSH HAY ~ ~ RE~R HAY AT A RA~ ~ h5 ~ 2 ~S PER A~E AND AN~. S~AW MAY BE R~O~ Ah/~ ~REE ~S CRASS AREAS TO MAINTAINED AT A HEIGHT OF BE~EN ~0 AND EYRIE/NONES TO PRE~ENT Y~EED INFESTATION. INSTALL STABIUZED CONSTRUCT/ON ENTRANCE AT ACCES POINT (/NOICA TEDp PR/OR TO GRADING, SEE DETAIL ;'HIS SHEEr. ALL MEEYODS AND MATER/ALS USED FOR STABIUZAT/ON AND EROS?ON CONTROL SHALL CONFORM TO EYE STANDARDS AND SPEC(~?CATIONS OF EYE TO~ OF SOUEYOLD AND THE NEW YORK STATE ~U/DEUNES FOR URBAN EROSION AND .~'~/MENT CONTROL $. DISTURBED AREAS SHALL BE STAOIUZED AT A SLOPE OF NOT OREA~ER EYAN ! ON ~. ALL UNPADED ROADS USED DURING CONSTRUCT/CH SHALL BE TREATED ~f~EY CALCIUM CHLORIDE OR OTHER APPRDVE~ MATER/ALS TO CONIRO~ DUSK EYE CONTRACTOR SHAH CONSTRUCT AND MAINTAIN TEMPORARY SWA~E~ BERMS, POND/ND AREAS OR OEYER MEANS REQUIRED TO CONTAIN ON-SITE DRAINAGE. EYESE MEEYO~S SHAH BE USED PRIOR TO EYE INSTALLATION OF AND IN CONJUNCTION Y~EY PERMANENT ON--SITE DRAINAGE.. DISORARGE OF RUNOFF ONTO ADJACENT ROADS OR pROPERTIES IS pROHIBINED. ALL DRAINAGE STRUCTURES (ON-SITE AND ADJACENT TO SITE) SHALL BE ~EANED OF ALL SILT AND DEDRIS IMMEDIATELY UPON GOMPLETION OF OONSTRUCT/ON. STRAW BALE BARRIERS SHALL BE PRODDED AT INLEPS AND MA/NrA/NED DURING CCHSTRUCT/ON, SEE DETAIL EYlS SHEEK 10, EYE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES DURING CONSTRUCTION, AND ~VD SH~Z INSPECT AND REPAIR ~EASURES AS NECESSARY ON A REGULAR BASIS 11. 12. CLEARING SHALL BE UMITE~ TO EYOSE AREAS CURRENK Y UNDER CONSTRUCTION. EYE CONTRACTOR SHALL MINIMIZE EYE EXTENT OF C/EARING ~HERE pOSSIBLE ALL TREES/ND/CATE~ ON EYE PLANS TO RE~AIN SHAll BE PROTECTED FROM DAMAGE DURING CONSTRUCT/ON. CONTRACTOR SHALL INSTALL DISTURBED AREAS ARE TO BE STABIUZED ~TH VEGETATION (OR OEYER MEASURES CALLED FOR IN THIS PLAN) AS SOON AS POS~BLE At I~ D/SI~/RBANCE. AT THE END OF EACH WORKING DAY, EYE CONSTRUCT/ON ENTRANCE SHAll BE S~EPT CLEAN TO ENSURE NO DEBRIS OR SEDIMENT LEA~ES THE ALL EROS/CH AND CONTROL STRUCTURES SHALL BE CLEANED,INSEECTED, R~A/RED, AS NECESSARY AND ANY SOIL AND DERRIS C~ I FCTED SHALL BE REMO~E~ TO ENSURE EYE STRUCR/RES SOIL AND DEBRIS SHAU. BE DISPOSED OF' AT A PROPER AF?ER ALL WORK/S COMPLETE ALL EXCESS SOILS, DERRIS, ETO. SHAll BE REMOVED FROM EYE ALL SK~KPILES OF SOIL AND~ OR DE~R/S SHALL BE CONTAINED ~TH A SILT FENCE. ALL ~-MPORARY DISTURBED AREAS L~t r UNVEGE~A~-D FOR MORE THAN ~ ~4ON~HS MUST BE STAB/UZED ~TH SEED M/XES AS STATED /N NOEE No h (~.) OR SLORE SILT FENCE DETAIL 50' MIN. ,/ _STABILIZED CONSTRUCTION ENTRANCE STRAW STRAW BALE BARRIER AT INLETS REVISIONS 4/~/m ro~v columns 7/..o/01 REV. ENTRANCE &/7/o2 8~ a · c 7/2/02 ~ MMN 6/4/~ HO PARKIN~ Barrett, Bonacc & VanWeele, P.C. CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, HauppaufJe, NY 11788 TEL 631/435-1111 FAX 6311435-1022 www.bbvpe.com Amended Site Plan for CLIFFSIDE RESORT GREENPORT TOWN OF $OUTHOLD ~UNTY EROSION CONTROL PLAN ~o/~a/oo SMH-2 TO SMH-2C 5O SMH-2 TO SMH-2E 5O PUMP STATION TO SMH-5 REFER TO SHEET 7 FOR PRORLE OF FORCE MAIN, SMH5 TO SMH6 (EXIST.) 40.00 SMH-4 TO SMH-4A 2+ER SMH-4 TO SMH-4B SANITARY SEWER PROFILES SCALE: 1"-40' TEST BORBIG DATA 1"~-4' HORZ. VERT. ~m~ ~ ~ FOR BUILDINGS B ~ C ~WA~28.~ 47LF~550~ 3~.2 ) AD' ~R~J~ .. ~" PFC - I ~ NOTE8 - BAMTARY/BEWER8 ex~ml~e ~e workmana~o end moterlols being Inc~rp.?r~ted Into .~e pro]eot 1~e Die.ct a&el! be ~he scie Judge ~s ~o w~ether ~e c.~ns..~uco, - ---- UN/rS) 5/.OR 90 4~.~0 \ ~ 4aa DRYWELL W/ MANHOLE cOVER 50.58 MANHOLE CATCH BASIN ~ STORM DRAIN ~ ROOF DRAIN ..____.__..--~ ~ SANITARY SEWER TC 49 88 ~ m 52 75 ~0.~+ FORCE MAIN OVERHEAD WIRES OH : FENCE -- X- / CONTOUR -- 65' SPOT GRADE ~o~+ TOP/BDT CURS GRADE FLOW ARROW TIMSER RETAINING WALL SITE LIGHTING UNIT NUMBER ( ~ r.~m' ) 10. Il. TAX MAP No. DISTRICT 1OOO, SECTION 45, BLOCK O1, LOT 2.1 REVISIONS 7/'3/01 REV ~NI~AIf~ 7/2/'02 FOR~ MAIN Barrett, Bonacc~ & VanWeele, P.C. CIVIL ENG [NEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppauge, ~ 11788 TEL 631/435-1111 FAX 631/435-1022 www.bbvpc.lom Amended S~te Plan for CLIFFSIDE RESORT OF SOUTHOLD SUFFOLK COUNTY Nh SANITARY SEWER AND WATER MAIN PLAN de 11/21/00 AS SHOWN A000446 TECHNICAL SPECIFICATIONS 1.0. GENERAL CONDITIONS - WATER MAINS AND APPURTENANCES 2.0 SPECIAL CASTINGS 3.0 GATE VALVES 4.0 HYDRANTS 5.0 WATER MAIN FORCE MAIN FROM PUMP STATION TO SMH-5 DIAMEIER ~D) I/J~ ~ !I'-$' ~'-9" r~TJ' ~'-.0'2"-0 THRUST BLOCK DETAILS E I s' I u' I 8' I to' I ~sn~A non UYP)- (~w~ APPUCA~.Z) D NO~SS PIPE TRENCH DETAIL - WATER MAIN CATCH BASIN - TYPE I PIPE ZONE I~RC~ MAW j D DUAL PIPE TRENCH DETAIL ((~:~.VITY ~EWER & FORCE MAIN) pAm'MENr HYDRANT DETAIL WATER SERVICE DETAIL MORTAR (4'M/N,-12"MAX.) (~ oErAI,) .2' ( SANITARY SEWER MANHOLE WATER/SEW~ER CROSSING DETAIL CLOSE/V GLEANOUT DETAIL (~vm~ APFUC. mU0 / X ORA/N FO~T ~ /--8' $0' &fiN. AIR GAP WA ~ MAIN 0 RPZ ~..BVAI"I~N ("'I'Y~. FOR 8= & 4' DL=Vw~=! LEACHING BASIN VALVE ANCHORAGE DETAIL "Y" BRANCH ASSEMBLY 2.00 MIN. -- ENCLOSURE MOOEL HB6E-D (OR EO~IAL) 105% x M'J~ X 84'H (INEIOE DIMENEIGNS) SEWER SERVICE CONNECTION IIT'L x E,Y'IiI x 4' CONC~EE S1~8 ~qE[OA~l' ~ ~ NOa W~: 1. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, '~ANSPORT, AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H--20 LOADING AT THE COVER CONDITIONS SHOWN ON '~E PLANS 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PR/CAST CONCRETE STRUCTURES SHALL INCLUDE MANUFACTURER'S CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO WITHSTAND THE LOADS NOTED ABOVE. ~ F~NDAE~ ~ WA~ M~N ~ ~ E. PE~ ~AIN~AN~ MUSr ~ P~KD. BA~ ~PED IN~ ~PE Z DEW~ MUS~ Eft ~ NEW ~K SFA~ J 75A Commerce Drive, H~uppaugc, ~ [ ~ 788 ~AUN~ ~ r ~mAC~S AP~O~ ESr TEL ~3U435-1 [ 1 [ F~ 531/435-1022 ms~. www.bbvpc.com · ~,~ ~ ~ ~ ~ ,, ~ ~ ,o. ,~,~ ~ ~ ~,, ~ ~ ~ ~. CLIFFSIDE RESORT PIPE TRENCH DETAIL - RCP m ~/~/~/~ o/u~s mm ~zcr m ~ WATER MAIN, DRAINAGE P P-.' 0 P .0 F r ort NOTIFY BUILDING DEPARTMENT AT 765-1802 BAM TO 4PM FOR THE )'~J~-'-J COMPLY WITH ALL CODES, 1. FOUNDATION ' TWO REQUIRED NEW YORK STATE, I~LUA 'BER CEF 'TIFI 7 I~ GftILE iD C 2N? 'CAT E O! I'C~TiF ENTIBE~ OC~UF i ~ ~QLI IER ISEI) IN ~VA1 I.U n FOR POURED CONCRETE AS REQUIRED AND n mnllml- FRAMING & PLUMBING l. [t4~TION V/ SOUI~0LD TOWN ZBA 4. FINAL - CONSTRUCTION MUSTBE COMPLETE FOR C,O. ALL CONSTRUCTION SMALL MEET TNE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, CERTIFICATION OF ] 13~ ~VEm~NIN~ O0[~F:~5) 5HALL APPLY. SMALLER TO BE ErP~:PE 40. ALL BAR~5 TO BE HELDED TO BE ~%&DE 40. EXCEPT ~IN~ ~ITI~ HA~N~ JuRispmotmo . ~AH OR ~LL ~INFORC~N~ 5PAOIN~ A~ 2~ x 5-o OORN~ ~A~ HATOH~N~ e ~~~ EQUIREME SOFTE : ~, ,,,. 5. T~ A~VAL ¢ ~AN5 A~ I~UANGE OF ~E ~RHIT TO ¢~CT A ~L IN~R~L BEAM O~ ~LL ~INFO~IN~ 5PA~IN¢. 6L~ ~ ~D ~LAI[u F~ILITIE5 ~P~5 CO~?ANOE ~iT~ ~. MINI~M ~ FOR BAN5 A5 FOLLOW, ~IH~ ,,,,~¢ ~ r~~ ~ ~~ IN T~ FLOR 5~B AND HAY BE ~ED ELSENH~ O~T ~E~ APP~O~P BY E C~O ~ 5 OR H CECIFIOATION5 HITH A MINI~ C0~51~ 5~NSTH OF ¢ ~. HIN. C~NT) n 2 ~ ~LO Ne 5H~L BE O0~ IN AOOo~ANGE HI~ ~ ~OE. N A I ~P~D H~l~ 16' ~AOIN¢ ~ BL~K ~. m A~ BY ~ ~l~, ~ ~ USED FOR ~L 5LA~ OONC~ ~R~,~%~ ~, ~L 5~UO~L S~L ~ALL ~NFORH TO T~ LA~ST ~ITI~N,~j5=~O° ~, hl~ P~lc ~L ~[N~IN~ ~L ~ ~ e' HIN[~ At ~L ~LIC~ ~2 I~E~I~ Al~, ¢~IO~INO &L ~Hm~ INOLUPED IN T~ DESION EXT~IO~ 5~L TO ~ HOT-DI~ED 8ALVANIZEP, ~ 0~, . q. ALL 5~EL ~IST5 5H~ BE DETAILED, F~lOA~ A~ I~TALL~ IN AO~AN~ I ~AOIN¢ A5 ~I~OIN~ ;~,-a.t,I2:&*~.,~;.., _~;,,, , , ,~ A~A, ~ .~.,,._~&~ ' "-- .'AND ~T__ ~ ~. BE OA~ ~ NTO F RM HA~ ~ TO A ~ ~ ~ ~ ~ VOLUME HITH I0" (+/- I") 5LU~, ~" MAXIMUM LIFTS, VIB~. f , I',, ~A~TION ~¢~ATIONS. ~HO~ ALL ~E 5~H~, ~FT A~A5 A~ SPRINK~R ~O~, PLUMBING ~RETAIN ST0~M WATER m p~-~ AT O~1~ ~(~ ~N~NT TO ~ (+/-2~) 5TANDA~ pROCTOR ~ ~ I. ~L PtPIN~, FI~I~J~$ ~ INST~LATION TO OO~LY ~ITH ~ N.Y.F.I.~.O. , ~LL PbUMSINGWASTE PURSUANT TO SECTION ~ & W&TER LINES NEED k0F THE TOWN CODE ' ~ (+/-2~) 5TA~A~ ~Ot~ p~Sl~ (~ P-bq¢) PLA¢ 8" HAXI~ PA~O BY THE ARCHI~CT OF ~CO~,/ ................... ~% D. MAIN ~IN TO 5~ LOCATI~. , CTA~A~ FILL ~ ~ ~N-AC~ HITH A H~I~ PLASTICI~ I~EX ¢ ~ TO 2 ~RisDiCTiON ~FO~'A~ E~I~T 15 TO ~ INST~LED, DEVIATION FROM ~)LI~ ~N~ ~OAVATION a~ BACKFILL TO BE ~LE~P ~10~ TO ANT 501L ALLO~BLE ~IL BEARIIN¢ ~ ,.. ~000 PC,F, DE~ LOAD ~, A~ ~RK ~T ~ DO~ IN AO~ANCE HI~ THE APP~O~D BLUEP~IN~, ' 5T~ILIZATION ~ ~ ~E~ STABILIZATION OF THeE A~A5 TO DE OR ...... 4500 P.5.F TOTAL LO~ I~D BY ~E PI~ HA~AL, ~ O~ A~ NOT TO ~ ~P FOR ,,<,, ~. ~OP D~HIN~ OF ALL P~OAST CNO~, ~INFORC~ 5~EL A~ OLd5 "A" ¢. IF THE O~R AND/~ ~ ~N~OTOR ~1~ T~ ~IN~ER 5%5~ NiT.UT THROUGHOUT ALL OP THE ~UIL~IN¢5. OF Fl~ HA~l~¢ ~[N 5.EOIFIED ~ ~ TO MATOH HA~RiAL5 OF ADJACENT T~ FULL ~IEH ¢ ~ Ft~ HA~AL A~ ~ILDIN¢ D~AR~T, THEN T~ 5~TA. AP~O~P BT THE EN~INEE~ ~F~ ~ICATION. A HINI~H OF 2 ~EK5 ~L CON~CT~ A~/O~ 0~ ~ALL ~HE ~ONSIBLE TO ~O~LY Hl~ ALL .', ' ~CTO~ TO P~VI~ ~l~ P~ ~L EXOAVAT~O~ ~ A5 NOT TO CONTAMINA~ ~ ~LO~P FOR EN¢I~E~ TO ~/l~ ~OH ~HI~AL D~AR~T AHI~ CONS~TION 15 CO~D. ~ INSTALLE~ IN ALL ~UI LPtN¢S. Upl:' I ¢' MPLET[ON ' ' ' ~1~1¢, ~Te ~A~bk DI~NSION ~ALL BE I~ TO THE 5~O~L ENeI~ FOR ~ T~ 5~Uc~ EN¢INEER. AD~5~ A~ ~A~Y ~R USE e~INKL~ 5Ye~ F~ mE ENTI~ ~l~lNe FIRE A~EA BUiLdINg5 A, ~I~ID'LIHIT OF ~ A~ A H~J~ OF 2~ PA551~ ~00 51E~ ~L BE ~T OEJLINe. ALL ~ ~TION5 TO HA~ O~O~ ~N5 mOPE~T SiZe. ~ J~SP~JO~ 51~ ~ITJON5 ~ALL BE I~EDIA~L~ ~T TO THE A~NTION OF ~ CEIL~Ne A~ ~ g~ TO ~ ~PAI~D. " lO. I~T~LATION ~ ~0~0~ TO NFPA I~, AND LOO~ A~OlE5 HAVIN~ EGUlRED BEFORE ~T¢ O~l~ (~ 0~¢). A~HI~OT A~ EN~i~E~ r ~IS~ICTION. OPENING ' ' Il. T~ ~ ~L ~E ~L5 ~LP HA~ A CONSTANTLY FUNGTIONIN¢ g. T~ GON~GTOR 5HALL ~RIF? ~L BI--ION5 AND E~ATJO~ ~0~ 5T~T~N¢ "' ~1~ ~ULg ~ TO HImlN ~ ~T OF T~ ~ ~r~C~ m,~ ~ P~IN~. ID. ~AGIN¢, LOCATION, A~ P~ITION OF 5PRI~ ~L ~NFORM TO CHAIR 01LJ IO" x quO" POUPJED GONGRE'f~ pOU~ATION HALL ON IO"X20" POUI~E~ C,ONC~J~TE FOOTINE, NOTRE: I t NO TIE: 2"xlo"cc, A,'~\ UP ~L~-~ L pOOK, L=T '~ 5T~P FOUNDATION F*~,L_L FOOTIN¢ TO MAINTAIN MIN. L ' ~LU~ ON A ~ I I I I ~CrTO II '. ... ,i' FOUNDAT ON NOTES, U N ~ ~ T 0 N P L A N A,O,~o,~ BOLT 51ZE~ ~ * 5/5~ PlA, ANCHOR ~LT5 I/4"= I'-0 : ~ T~E ~,2 A NI~ ~" ~A~ ~E~ DESICN CRITERIA 8ROUND HIND SNOH ~ ~1~ ~OM ~T HIN~ I~ ~IE~ FLeD LI~ DE~ R~ ~LI~ LO~ ~g~ USE/ HEI~T FIRE ~PE OF LOAD (~) CA~R' LI~ ~51~ U~AY~NT HAZA~ LO~ LO~ 5~A~HIN¢ OCCUPANCY A~A CO~TION ~A~ ~ I~HI~TE DECAY ~. ~[~P ~GTION LOAD CLASSiFICATiON I ¸, N (4) 2X~, FLIf'Jd (.,GA UP' PN DECK--., gECK 5Lp~OqO BATE 125 CFP1 E BATH E~ATH O BATH C) ® ® ® lOP` DN. CCA LINE ABOVE lOP. FIRST FLOOR PLAN 4,128~ SF LIV'IN® SPAC, F: GE, ALE: I/4" = I'-0'l STAIR NOTE, "F'rPIOAL PLUMBIN® t~ISEP--. PlA®P-.Al,4 ~ALE. N.T.5 4x4 E, CA POET5 % DN UP FIRE E~EPAI~ATI ON BATH BATH BATH ; CFM CTOR BATH PECK ® ® PN. NOTE: ININDOH .SCHEDULE ]NINE~OIN5 f'4ANUFAC. TUf:~EE~ PEA-. 51LVEF2. LININ® 5F-P. IE5 I000 VINYL [POUBLE HUN®) 28,52 D4 1/4" x &5 I/4" [DOOR 5, CHEPULE ([POOP- ,4ANUFACTLIP`E[P pF:P- 51LVEP- LININ~ E~EP-IE5 5500 VINYL ~LIDiN® ®LA55 PATIO) NOTE= q04.5 F:II:~.E-t:~EDI~TANC. E RATIN~, THE PIF=-,E!-REDIDTANC, E RATIN® OP EXTtERIOR INALL5 P41TH A FIRF 5EPAP. ATION DIETANOIE OF -~P..EAIEP. THAN D FI=PT (1524 h4h4) DHALL DF RAIt-D FOP-. EXPO~UP-JE TO FIRE FROI"4 THE INEI[2E. q) 2: Z 2 LL HAN~ F~AIL5 42" ABOVE pECK/E~,ALCON'T'' SEE R. OOF T~US5 FRAi"IIN~ PLAN E~Y OTHERS ) 2X8 h~ %.%. I T DECK ® PECK. 4X4 [ &X~ C, CA POST5 4X4 E,C,A / / / / (D ~t .IVIN~ P~:DOH 4¢'2 I OETE~,TOP. 0 CLO$, Gl05. BATH BATH t E~ATH DATH ~ATH DATH = 'SECOND FLOOR PLAN 4,128 SF LtV'IN 5GALE: I/4" I'-0" SPA, CE / TABLEI~O'LI idlNII'4UH UNIFORHLT DISTI;~It~UTED LOADS, (PSI) .~TAIR NOTE, HINDOIH 50HEE>ULE (ALL HINOO145 I'4ANUpAC, TdP. ED PEd~ SILVEP- LININ® 5EP-IE5 IQ00 VINYL DOUBLD HUN¢) 1'40~EL ~OU'------------------~H OP~NIN~ OOIqI'4ENT5/ COLOtP. ~UANTIT'T' HHITE 28,52 D4 114" x 6D I/4" 1652 20 I/4" x &5 I/4" 1,4 H I T E O 0 0 I~. 5C, HEDULE (DOOR I-4ANUFAC.TUt;~.ED PER SILVER LININ® 5ERIE5 5500 VINYL SLIDINE, ®LASS PATIO) SYMBOL / NOI~INAL SIZE 7YF~ ROU~'H OPENtN~, C. Oi'-lbdENTS/ GOLO~. (~/ ~/0 x &/8OX ~2 I/,6" :< 80 I/4" ~ITE QUANTITY ASPHALT 5HINCLE ASPHALT 5~HIN~LE 66A VENT SCALE, I/4" VENT ~ HI®H FS~tLFOtq, STAIR TO CELLAt~- ALL 51PlN-~ TO BE "H~,t~,I-PLANt<" HORIZONTAL SIDINg' & EXPOSUf~4E SOUTH ELEVATION SCALE, I/4" I'-0" VENT Z 2): ~ -- I P. IDE, E VENT ASPHALT 5HINE~LE ~lP~ VENT A~PHALT 5HINIE, LE II1[11111 ELEV'ATIONB SC, ALE. I/,4" P, OOP TRLIDDES BY OTHERD, DEE T~UDD [PRAIdlN®S. FLOOR FLOOR TRU55 L_J IHt~. I:~ATED 14ALL DYDTt~I'4 PIER, NER-QA2.1q D.5.4 A~PttDL¥ 4 HARDIPLANK LAPSIDIN~ DEE FLOOR TRUSS I?I:~klNIN~S FOR FLOOR 5TRUC, TdRE, SIZE, ~t DIP-.ECTION IH~. PATED FLOOR PER, CA FILE NO. 5515 FOUNDATION MALL H/(22 ~5 BARD TOF~ ~t ~TTOh4 ON ALL FOOTIN~ ON VIRelN DOlL / HINI~H 4~*"~B.~. RIDC~E VENT A~N~.LE }'YPCRE1~ I0" PC ~OgNDATION TOP ~ B0~-01,I ON IO"X.?. P UP {~:-T HT OF I~kL.L t--ct< ~E) j FIRE SEPARATION FI~ ~GEpAI~,ATION I I'-' ~ 2'-~" ~'-~" ?-~" ~'-~" ~ ~ - · J ,*-~" w-~" L J I0~-~" 14'-I" 14'-I" I0'-¢" 1<2" x q'-O" POUP. ED CON(.,P. ETE pOUN~ATION tNALL ON IO"X2.O" i I/2" STANDARD STEEL PIPE OOLL~IN ON a FOUNDATION HALL ON lO"X20" (I)-HR. FiRE SEPARATION, S21T'rP ~) // R-Iq IN-'BJLATI ~- EXIT UNIT POURED CONCh. ETD FOOTINg, UNIT UNIT ~ NOTE~ GOLUHN ON ^ I ~ UeHT~ ~"X~O"XlS"C,ELm L 5HA~LL BE PROVIDE[2 PERL i00~.2JI.2 (TYP.) L / EXIT BELOIN ~ (lffdST BE ON VIRGIN J L--~ r--J _J F R-Iq UNIT UNIT UNIT I. I r '' DESI®N CRITERIA C,~P-.OUN~ HIND SEISMIC 51,.IBJECT TO DAMA~ HIN~R ICE ~I~P FLOOD LI~ DEAD ~OF UPLIFT LO~ ~L ~E/ HEICHT FI~ ~ OF 5NOH 5~ DESI~ ~P ~ST DESICN ONDE~A~HENT HAZA~5 LOAE LOAD ~EA~IN¢ ' OCC~ANOT A~A CONS~UCT~ON LI~ LOAD ~) CA~R~ ~AT~R)~ D~H ~INA~ DECAY ~, ~UI~D ~TION LOAD CLA55[FICATION 4); I D K ~ATH DN K ~ GLOB. BATH P~r~CrO~ tDATH N, ON iK UP 14: ~'- (~' ~er~cro~ {~--P~CTO~ (~--PETECTOeSMO~E. r~/ BATH 'O II ® ® (2) HO UNIT5 IN IDUILIDIN~ B ~l C FOt~ A TOTAL OF (4) LJNIT5 ® ® 2-2"×12" HDR ® ® ~lp= _8 > > ~i n $HEET NO 8 NORT,,H ELEVATION ~,~,, HIC. I I P-.AILFOf~. / q) ALL 5IPtN~, TO BE "H.A,,F~.I-PLANK" HORIZONTAL 51[PIN® ~ EXPOSURE [~ II II Z > J POST5 4X4C.~A 50UTH ELEVATION SC. ALE: I/4" I'-0" SHEET E V~NT ~,,~," HICH RAILFOR STAIR TO CELLAR ALL 51DINe TO BE 'H,A,.R?,,_,I-PLANK' HORIZONTAL 51PfN¢ 6' EXPOSUI:~E S I E:),,F, ,,ELEVATII ON BCALtE, I/4 = I-O SHINGLE ROOFIN~ II1'1111 IIIII1~ II II ALL BIE)IN® TO BE "HAt;~:;'I- SIDE ELEVATION BE, ALE: I/4" = I FOR × C) rn I0 ROOF T~PJJff:~E5 t~'T' OTHER~, 51~ TRU55 12RAININC,-~. SEE FLOOR TRUE.~ ORAININC;G FLOOR STRUC. TURE, SIZE, ~ I~I~C, TION IH~. ~D PLO0~ ~, 6A FILE ~. 5515 2".,~;," 5TUD~ I~," OC.,, R-Iq IN.SUL I/2" ~ 5,H~ATHIN~, 7h'M~K AN/~ HORIZONTA.J_ 51DIN~,. (6" IIHR. RATED k~IALL 5¥ST~t,d PF:R, NER-QA21q HAt;~:)IPLANK: LAt:~3IDI Ne~ 5FC, TION SCALE. I/4" I'-O" r~ 4 MILL VAPO~ FOOTINg, gl ROOF TT~JJ55E5 t~¥ OTHt=RS, 2"X6" 5~D5 16" OO, R-Iq IN~L I/2" PLY~OD ~A~IN~, ~K A~ 'HA~I-PLANK' ~IZONT~ __ 2852 I~. ~O ~LL 5~5~ / ~.5.4 ~MBLY 4 ~ __ F 0 0 T R ~ ~ ~ ] ~L5 ~ C~ILmNO ~E FLOOR ~55 D~HIN~ FOR FLOOR 5~C~, 51~, 5PACINe, ~ ~I~CTION ~R: ~A FILE NO. 5515 I ~ o.~"x~,,~ ,~. ,o,, ~.~ ~o.~,~ ~,o. ~ S~OTI( AkL FOOTIN~S ON VI~IN ~IL ~ SCALE: I/4" = I'-o" ON ALL FOOTINGS ON VIR~,IN SOIL NIIN N1UI'd 48" Z F II i, LEFT SIPE ELEVATION SCALE, I/4" = RIGHT SIE)E ELEVATION SCALE. I/4" I'-O" 0 FP--.ONT ELEVATION ~,,r SCALE: I/4"= I'-O" '7 C) FIRST FLOOR PLAN SCALE, I/4"= I'-O" : I/4" = l FIRST FLOOR PLAN SCALE: I/4" = I'-0" CEILIN® CONSTRUCTION ROOF CONSTRUCTION OFFICE IDININ~ I~OM FOOTIND. (TYP) T'r'PICAL FLOOR IO" POUF. El2 CONCRETE FOUNDATION ~*L-L ON A IO" X 20" pOUP-EP C.42Nd.,P. ETE FOOTIN~ G O R 0 S,.S SECTION 5GALE: I/4" = I'-0' _ TO SYSTEM \ ~, 10" Alorm Bell ' Flexible Cpl. PIPED TO OUTSIDE ~ FLOW SWITCH ' ' :~ w/ Tomper Sw. MISC. NOTES U-HOOK FASTENER SIZES 2, INSTALL FIRE EXTINQUISHERS PBR FIRE OODE, 2 1/2" To 5 1/2 .... Lag Screw 5/a" X 2 1/2" 5, ALL SPRINKLER B~DS TO BE DRY WHERE SUBJECT TO 4" To 6" Lag Scre~ 1/2" X 5" FASTENER SIZES FOR ~ EYE RODS ~ SIDE BEAM BRACKETS ALL THREA3 RD3 ~ 1. All hongers sholl be in occordonce with NFPA-15R (2002 ed.', / ~ end the GREENPORT Fire Depe~ment. GENERAL INSTALLATION NOTE with err Grid ring. Thls Fire Protection System has been designed end wi be instelled in ~STAN~AR~ PIPE STRAP forth by the GREENPORT FIRE DEPARTMENT. THREADED S[3E 3RAM 9RACKET, RD9 ~ RING "U" HANGER STAN3AR3 PIPE STRAP OENSITY , LIGHT = .re Up To and ~nci. 4" 5/B" in accordonce with NFPA ~15R. HANGFR ALl S (TYP) SrS N FIRESPRINKLERSYSTEHXNTHIS'UIL~ING82.1/2"UpT°ondlncL2"T° 6" 5/8"5/16" 6, Tomperswltchesto be provlded for ollcontroivolveS.wiring by others, ' CRITERIA 1/2" 7. All well penetmUofl. *ill be se.led with en epproved rated coulking, General Notes S~bols Numbemr of Sprinklers Dra~nl COVER P~N lob: S~l ~.or~pUon ro~ ~ sh..~ [ro~ ~ ~ ~573 ~U. CLIFFSIDE RESORT CONDOMINIUMS ca u er , IS' ~ TUSE FOOTINGS NIN, 48° [ 3ELDW GRADE (MUST SE DN VIRGIN<~ 18' ¢ TUSE FDDTINGS MIN, 48' ' I m ~' --- U ~ __ .I I , ~ i i ' --' ----~ e " '~ ~ ~ ~ ~ ~ ~ .~ ., ~r II ~ ~ ~ ~ =- ~ ~-X~l ' FOUNDATION WALL ON 10'X80' ~ ~ / -- ~' " II ~l ' ~ --% / ~ I ~ ~o· x 9'-o' POURED CONCRETE I I . FLOOR TRUSSES ~ ~,,c~ i ~ , ~ ~ ~ , r I I i I~1 -~ ~ ~ ,~1 , , ' ' ~ ' ~ ~ , ; ~ ~ ~ -~' , %AUN~ ~Y ~0o~4 ' ~ '~~- ~ ~~ ~~~ ~ 1 ~ . o ~ mJ~---- q'l iii ~'~¢ ~ J 18' , TUBE FOOTINGS MIN. 48' mm' I ' '--~'J ~ 2" ¢ TUBE FOOTINGS MIN 48' ;~ ~l ,, --~m ~ I I General Notes S~bols Number of Sprinklers nra~ng B~G. A - BASEMENT PIPING P~N Job: ~ [ ~- ~ /~ATH ~ ~' ~ FIRE SEPARATI )N I -- I tY~ I 'IRE SEPARA~ON : FIRE SEPARA~ON FIRE SEPARATIOI I ~ I I , ~ F ~E SEPARATION ~ ~ ~ ~ - ~,.uu,q ~ ) ~ ~ ~ , ~ ~¢ D E C K BE]RDBM ~ D E C ~ ~E C K FIRE SEPA~ ~ON FIRE SEPARATIOI[ 11'_ 0,' ~ , ATH ~ ~ FIRE SEPAl TION , , ~) BATH AT ( ~ TH I1~'°'' ~ ~ / X ,/ X () ~ATH '~ CLOS, ~ · " ~ BEDRODH BEDRDDP -- ' ' ~ BEDROOM BEDRDDH BEDRDDH BEDROOM I ~ [DECK DE~ ' I SYSTEM: WET REMOTE AREA NUMBER: ATTIC OCCUPANCY C~SSIFICATION: LIGHT HAZARD DENSI~: .12 GPM/SQ.~. AREA OF APPLICATION: 1500 SO.FT. i SO,. ~. PER HEAD: 130 NO. OF HEADS CALC'D: 17 ORIFICE SIZE: 1/2" ~ BI D 6, A P N D FI R R ~ P I P I N 6 PI a NSPRINKLER SYSTEM DEMAND: 326.~6 GPM AT e9.6S2 PSI AT BASE OF RISER HOSE STREAM REQUIRED: 100 GPM (INSIDE) 150 GPM (OUTSIDE) ~ C ,~1 ~ 1 / d // 1/ 0 TOTAL WATER REQUIRED: 576.46 CPM AT 55.057 PSI AT SOURCE ~1~~ % General Notes S~ol Deiorlp~on /4" Scale Ruler ' *~m~l By Zlre ~m~,ll Westhampton, NY 11977 P UP 19'-0" B'XIO' CCA LEDGER IL) 3-Bxl0 CCA //FLOOR @ 16" OC. R-1 I INSULATION // 15'-6" PCC',<ET 5'-6" EXIT UP 2'XS'CCA, CELLAR CONE, SLAB 1HR. RATED SEPARATION ISSES ~ 16" OD, STORAGE UNIT STORAGE UNIT CELLAR 4' POURED CDNC. SLAB 1HR, RATED FIRE SEPARATION fIN, 48" .10" 8" 10'-2" CELLAR. 4' POURED EDNC, SLAB i1HR, RATED FIRE SEPARATIE TRUSSES © 16"10C. ROOM 0 3-2M10 CCA I CELLAR 4' POURED FIRE SEPARATION FOOTINGS ON VIRGIN SOIL) NE DF C~4NTILEVER 12' ¢ TUBE FDBTINGB MIN, 48' BELOW GRADE (MUST BE ON VIRGIN SOIL) 'GCKET CELLAR 4' POURED CDNC, SLAS 1HR. RATED FIRE SEPARATION FLOOR ~RUSSES @ 16" OC.~ R%'~19 INSULA]]ON CELLAR 4'" P CDNC, /HR. RATED FIRE SEPARAIltN 7'-5" 2'-5" 10'-2" CELLAR. 4' POURED CQNC. gLAD 1HR. RATED FIRE SEPARATION FLO~R TRUSSES @i16" R-1 INSULATION F 12' ¢ TUBE FOOTINGS MIN, 48' BELOW GRADE (MUST BE ON VIRGIN SOIL> 12'-2" LINE OF CANTILEV 12" ¢ TUBE FOOiTINGS MIN. 48" BELOW (MUST BE ON VIF~GfN SOIL) 6'-10" STORAG~ UNIT UP lO CCA GIRDER ~ TUBE FOOTINGS MIN, 36' GRADE (MUST BE DN VIRGIN 2'XlO' CCA LEDGER IEAM POCKET 11'-5" FLOOR ~RUE @ UP EXIT 10'-2" 2'X8'CCA, CELLAR 4' PDURED CONC, SLAB 1HR, RATEO FIRE SEPAR, .© STORAG UNIT FLOOR TRUSSES STORAGE UNIT STORAGE UNIT © © 4' 6' 18' 10' 12' 14' 16' 18' 1/4"I Scale F~uler 11'-6" SCAI , 3 3ASFHF-NI k 1/d" 1' 0 125'-2" PIPING 16'-6" e 20 Dr=win~ BLDG, B - BASEMENT PIPING Job: C~FFSIDE RESORT CONDOMINIUMS SOUND AVE. GREENPORT, NY Conlraclon LTR Fire Design 108 Montauk Hwy, Westhampton, NY 11977 '-0" 4'-0' 13'-4" -4" DECK 2X8 10%6" 11'-2" 2X8 FLUSH CCA DECK 6X6 CCA POST (3) 2X8 FLUSH CCA D ECK UP BEBRIBOM DECK ON UP 3-0 DEC K BEDROOM D ECK. UP _IVING RBDM BEDROOM LIVING RBBM 13%11" LIVI RBBM FIRE RATED lING ROOM BATI -- SEPARATION LIV BEDR 9%11" LIVING ROOM 11%10" 10'-0" BEI)RDBM BATH CLOS, BATH CLOG, ~ BATH 10' BEDROOM .1" BATH FlEE SEPAE BEDROOM DN UP BATH 11" SEPARATION BEDROOM BEDROOM 10' '2" ~EDRDDM BATH 14%0" BATH 10%0" BEDROOM BEDROOM DN RATED FIRE DIE CK ON. 10%6" D -2" DN SEPARATION BED IBM ECK LIVING. ROOM 10'-4" 16%6" CLOS. BEDROOM 11'-6" RAMP W/ 1:12 SLOPE FOR HANDICAP E~U~LDING 'C" SEE SITE PLANS SCALk PIPING PI AN l/d ' RAMP W/ 1:12 SLOPE FOR H~ANDICAP ACCESS 2 IN SUILDING "B", 2 IN BUILDING "C" SEE SITE PLAINS CLOG. BEDROOM 11'-6" LIVING ROOM 10'-4" 16'-6" 4' 6' ' 2' 4' 6' 18 10' 1 1 1 1/4"" Scale Ruler 18' 20' General Notes Number of Sprinklers 1572 (i/2',K=4,E) CEN RDC-FR 160 NB CP nr..,t.g BLDG, B - 1ST TIUe FLOOR PIPING PLA~Job: ' ~l.io..: o.te: [ CLIFFSIDE RESORT CONDOMINIUMS u'~:[ SOUND AVE, GREENPORT, NY ! Contractor: LTR Fire Design 108 Montauk Hwy. Westhampton, NY 11977 I]ate t/4' - t-o 11-07-05 DECK DN DECK DECK BEDRBDH 10'-6" 18'-6" DECK 125'-2" DN 10'-6" DECK DECK BEBRDDH 10'-6" DECK DN LIVINQ RBBN RATED LIVING RDBM IATH LIVIN RBDH RATEE FIRE ~ [VING RDDN 15'-11" BAD -- FIRE SEPARATI LIVING RBBM BEDRDB~ LIVING RDDH BEBRBBM ~ OLDS, BATH BEBRBBM BATH ]BEI]RBDM OLD,g, BATH · IHR. RATED FIRE SEPARATION BEDRBDM 1HR. RATED FIRE SEPARATION BEDRBBM BATH BEBRBBN BATH 2X5 CCA BEBRBBM BEDRBOM BATH DE DEl rqBM DN RATED FIRE SEPARA D E'CK 10'__81' 10'-6" D _2" DN SEPARATION BATF RATED FIRE BEE BM C K INgPECTDR'S TEST- LIVING RBBM CLOS. BATH BEBRDBM 10'-6" 2' 4' 6' 8' 10' 12' 14' 16' 18' 20' 1/4" Scale Ruler SCAI SYSTEM: OCCUPANCY DENSITY: WET REMOTE AREA NUMBER: AN-lC CLASSIFICATION:LIGHT HAZARD · 12 OPM/SQ.FT. AREA OF APPLICATION: 1500 gQ.FT. SQ. FT. PER HEAD: 150 NO. OF HEADS CALC'D: 20 ORIFICE SIZE: 1/2" SPRINKLER SYSTEM DEMAND: 349.56 GPM AT 51.025 PSI AT BASE OF RISER HOSE STREAM REQUIRED: 100 GPM (INSIDE) 150 OPM (OUTSIDE) TOTAL WATER REQUIRED: 599.56 CPM AT 58.985 PSi AT SOURCE CLOS. " ~EBRBDM LIVING. RBBM PtPINO PI AN General Notes (i/2',K=5.6) CEN A 200° UP ~lrt~TM BLDG. B - aND FLOOR PIPING P~ Job: I~,l,,,: I .~, I CLIFFSIDE RESORT CONDOMINIUMS gontraot N~. I ----' ] SOUND AVE. Drama El, C~ I I GREENPORT, NY I I Contrac[or: a*~l, 1/4" - l-0 I [ LTE Fire Design ~.t. n-o?-o5 [ I 108 montauk Hwy. X ......I ay Fire M~rahatl I I Westhampton, NY 11977 P UP 12' ¢ TUBE FOOTINGS R'XIO' CEA LEDGER 36' GIN B-2xlO OGA n F 3 /// FLOOR TRUSSJS @ 16" OC. R-l' INSULATION BEAM FOCi l,o._s,,LS // UP EXIT B'XB'CCA, BEAM -- © 10'-2" CELLAR 4' POURED CONE, SLAB 1HR. RATED FIRE SEPARATION CELLAR 4' POURED CDNC, SLAB 1HR, RATED FIRE SEPARATION Ld ~,UNDR 12" ¢ TU 48" 8 TRUSSES 0 16"10C. ROOM FOOTINGS E ON VIRGIN SOIL) ,// FLOOR TRUSISES 0 16" OC, CELLAR 4' POURED CONE, SLAB t 1HR. RATED FRE SEPARATION 2'-5" T-b" 0 DF GANTItLEVER -- I ~ //2'XiO'CCA. CELLA~ 4' POURED CONE, SLAB 1HR. RATED FIRE SEPARATION h 3-2x10 CCA lB' ¢ TUBE FOOTINGS MIN, 48' BELOW GRADE (MUST BE ON VIRGIN SOIL) 10'-2" 14'-3" "1' CELLAR 4' POURED CONE, SLAB 1HR, RATED FIRE SEPARATION CELLAR 4' POURED CONG. BLAB 1HR. RATED,t FIRE SEPARATI lB' ¢ TUBE FDBTINGS MIN, 48' BELOW GRADE <MUST BE BN VIRGIN SOIL) LINE OF EANTILE% OM 1/,4" J© STORAGE UNIT ,8' 10' 12' 14' 16' 18' 20' Scale Ruler SSES © 16" OC. -19 INSULATION STORAGE UNIT 4*-- STORAGE UNIT DO, C SCAI F 1/,'1 SFMFNT PIPING PI AN Genera] Notes 61_ 19'-0" ~'XlD'CGA.\', ¢, GIRDER BEI SD] :i0 CCA TUBE FOOTINGS MIN, 36' GRADE (MUST BE ON VIRGIN I~ 8'XlO' CCA LEDGER FLO~R TRUSSES ~ 16~ R-i INSULATION 12" ¢ TUBE FOOTINGS MIN. 48" BELOW (MUST BE ON VIRGIN BOIL) CELLAR 4' POURED CONE, SLAB 1HR, RATED FIIRE SEPARATION I_ I J FLOOR TRUS 16" UP EXIT .CELLAR 4' POURED CONE, SLAB 1HR. RATED FIRE SEPARATION FLOOR TRUSSES STORAGE R-lg INSUL) UNIT UNIT STORAGE UNIT STORAGE UNIT B ......POCK B'XB'CCA, --e . Je- (I/D~K=4.B) CEN RDC-FR 160 NB CP ?lUe LOG. C BASEMENT PIPING P CLIFFSIDE RESORT SOUND AVE, GREENPORT, NY CONDOMINIUMS LTR Fire Design 108 Montauk Hwy. Westhampton, NY 11977 X (3) 2X8 FLUSH CCA 4X4CCA--~ 6X6 CCA .'~ f ~g D E C K II D E C K Kg - / BE~BBM II ' ( ' ~ ! FIRE SEPAR ,TMON ~ FiRE SEP~RA{i6N ~ ' , 6 I _ ~E~RBBM I r -r' ~ ~ ( .! ACCFS~ ~.'~ ~IImmMN~ R . 2 IN RAMP W/ 1:12 SLOPE FqR HANDICAP T ~ ~ : ~ mm ~ m ~ ~ ~ ~ ~UmLDm~ c ~E~ sm~ PLANS AOOESS ~ m~ mLDmN~ '~t 2 mN ~ ~ ~ ~ ~ ~ m) A~pm~l By ~re ~ar.ball Westhampton, ~ 11977 DECK DECK T-4" 13'-4" DECK ? DN D ECK BEDROOM DECK DN DECK BEDROOM DECK ON LIVIN6 RDDM BEDROOM BEDROOM 9'-11" RATED SEPARATION LIVING RBDM 13'-11" CLBS, BATH CLBS, BATH 3ATH LIVING RBDM BATH RATED FIRE LIVING RBDM FIRE LIVING. EBON BATH BEDROOM IHR. RATED-- FIRE SEPARATION 1HR. RATED FIRE SEPARATION BEDROOM BEDR[ LIVING RDBM CLDS, ,!~ BEDROOM .BEDRBDM BATH 10'-1 10'-2" 14'-0" 10'-0" BATH BEDRBBM BEDROOM BEDRnD~ D E DN 3EBRDE]M RATED FIRE 10'-8" 1(]'-6" 5'-6" 5'-6" 10'-6" RATED FIRE D DN BEDROOM : SEPARATION 10'-8" C K INSPECTOR'S LIVING ~BDM BATH CLOS, ~ BEDROOM SYSTEM: OCCUPANCY DENSITY: WET REMOTE AREA NUMBER: Alq-IC CLASSIFICATION:LIGHT HAZARD · 12 GPM/SQ.FT. AREA OF APPLICATION: 1500 SQ.Fq-. SQ. FT. PER HEAD: 150 NO. OF HEADS CALC'D: 20 ORIFICE SIZE: 1/2" SPRINKLER SYSTEM DEMAND: 549.56 GPM AT 52.548 PSI AT BASE OF RISER HOSE STREAM REQUIRED: 100 GPM (INSIDE) 150 GPM (OUTSIDE) TOTAL WATER REQUIRED: 599.56 OPM AT 59.058 PSI AT SOURCE S aN]3 PIPING PI AN CLOS. ~-2 LIV[NG RBBM BEDROOM F 1/,I" 28'-0" ~ .y 28'-0" General Notes Symbols Number or' Sprinklers Ur.,4.~ BLDG. C aND FLOOR PIPING PLAN Job: CO ,..,,,....,..._...,.,...,.,.,,..,,,,. .,,,. ..,,h, App~l By ~e larlhlll WesLhampton, NY 11977 ~ ~ ~ FLUSH ~ ~ ;, ~ ~ ' I · r ~ I . ~ F~UNDATIDN WALL ~N lO XSO 17-11 ~A~ PO~ ~T ~ / ~ ~ "~ ,~ .' ~ ~ / ~ , 17'-11' , m - m ~ 4 ~ ~ R-g NSULA~ON mm] ~ - I z I ~ / LTR Fire Design . FLOOR TRUSSES 0 1~ OC.N% I~_J b // FLOOR ~USSES ~ 16" OC. b 3-~'xln' CCA H9R ~ ~'~ CC~ H~R ~-- ~'X~A LE~ R BEAM POC~ T ~ FLOOR TRUSSES ¢ 16' ~ */ % --4~ FIRE SEP, RA,ON % - /h I ' FIRE Ski ARAGON ~' ~ ~ W ~ "-19 INSULATI( RY ~00~ L m ' . o ~ I I _AUh DRY ROOM ~3 e 0 lill ~a e 121'-10" DE LIVING ROOM BEDRDDN BATH BEDRDDH UP DN 5'-4" 3'-¢" RATED FIRE SEPARAT UP 1OR DN, 'SLAB DECK /lNG ROOM DE K BEDRODM BATH BEDRDE]N BEDRDDH 11'-0" 12"-I' D 10'-8" D E K 10'-8" D CK o BEDRDC 7-3 LIVIN ROOM LIVING BATH -- HR. RATED SEPARA~ON RATED 1HR. FIRE SEPARATION FIRE SEPARATll BEDRDDN UP DN. BEDRDDM BEDRDD 9'-10" DN. D 10'-4" 2X8 JST. DECK DN UP LIVING SEPARATION BEBROOM DN. SLAB, UP 1OR 12'-6" 7'-0" 12"-6" 'lNG ROOM 12'-0" ~-~ BEBRBDM ~' BEBRDDN 15'-0" D 1S I F-I n FR 1/4" - l' 0" 6' 8' 10' 12' 14' 16' 18' 20' "Scale Ruler Or..d.S BLDG. D - 1ST FLOOR PIPING PLAN Job: contraet ND, R.W~lol. s' Date CLIFFSIDE RESORT CONDOMINIUMS : SOUND AVE, D~,~ s~ C~ GREENPORT, NY LTR Fire Design Da~ n-o?-D5 108 Montauk Hwy, Approval By Fire MarShall Westhampton, NY 11977 NSPE I DE 10'-8" 11'-4" 14'-10" ON DECK )(~ ~o K D E K ROOM DN D CK D BED DECK // DN D E L' LIVING ROOM BEDR CLDS,~n .~EDRBBM 14'-0" DO, D SCAI DN LIVING ROOM TION BEDRBBM BATH BEDJ~BBM '-E, DECK UVING -- HR. RATED Ire SEPARATION BEDRBBM. ROOM BATH FIRE FIRE BEDRDDM BEBR DN 12'-6" D LIVING FIRE ~TH BIEDRDDM LINE R, BEDRBiDM 3'-4" 5'-4" DN 11' BEDRBBM 4' 6' 8' 10' 12' 14' 16' 18' 20' 1/4" Scale Ruler 8ND FI 1/,'1" / PTPTN© PI AN OH SYSTEM: WET REMOTE AREA NUMBER: ATTIC OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .12 GP,M/SQ.FT. AREA OF APPLICATION: 1500 SQ.FT. SQ. FI-, PER HEAD: 150 NO. OF HEADS CALC'D: 17 ORIFICE SIZE: 1/2" SPRINKLER SYSTEM DEMAND: 526.46 GPM AT 49.6.32 PSI AT BASE OF RISER HOSE STREAM REQUIRED: 100 GPM (INSIDE) 150 GPM (OUTSIDE) TOTAL WATER REQUIRED: 576.46 GPM AT 56.901 PSI AT SOURCE (1/2',K=5,6) CEN A 200' UP BM)G, D - aND FLOOR PIPING TJob: CLIFFSIDE RESORT CONDOMINIUMS SOUND AVE. GREENPORT, NY Contractor: LTR Fire Design 108 Montauk Hwy. Westhampton, NY 11977 12' ¢ TUBE FBBTINGS MIN. 48" ~ · BELOW/ GRABE (MUST BE BN VIRGIN 12 ¢ TUBE FBDTINGS RIN, 48" SOIL)~1 BELOW GRACE (RUST BE ON VIRGIN 2'-8" 1'-4q'-0" 12'-10" 8" 6'- 0" 8" 10'-4" 11'-4" 0'- 4" 8" 6'-0" 8" 10'-4" ,_~. - . ,, , , SBIL> . . ~ ~ UP ~ . , , ~ UP ~ . I I / /I /6 x6 PDST ' ' ...... .. ~-,.~0.~,,~, i~ ,, ~-~.~,o.~,~. _ ........ , ' % ' I ~ ~ ~SH~ ~ '~~~ ~SH ~ -tI L I i~ - ----flU~. :~ ~___ ~-~X~CC~,~ 4 ~ < I %i /TM ~-~'xl~' HgR. ~/ / ' ' - J ~ ~ I ~11 I ....... ~ ' ' FOUNDATION VALL ON tO'XSQ" -- ~. I / I ~1 ~ ~ ~ ~ -- % / ¢ ~ J ~ 1~,~9] POURED CONCRETE POURED CONCRETE FOBTIN6 ;' ~ ' ~ ~' ~ I : ~ FOUNDATION ~ALL ON tO'X20" ,' ~ ~ ~1 ¢¢ - ~ ] I -~ ~ ' ~ I I ~1 Jil - / ~ I,; ~-- :~ .... ~ .... ~ ~H~ .... ~ .... ] . ' ' &~ ~~~ 10'-4" 14'-5" 14'-5" 10' ~" 17-10 . , : ' ' .- ~ ~ . .. Ir II ~ ~ , , . ~-- ,= '~ ~ ~ .,~~~ ? ~ ~ .. ,~;. II II ~ ~ ~ ~ I . . ~ ~ ~ ~-~1-' ~ ' . ' ~ ~ ~ ,. ~~-~ d ~ / / - ,~ r-- ' J ,17-11 , ~ . '~' / {, ? =~ ,. ~ ' ~ _, I ~~ ~> ,-- . , ~ ~ ~ ~ ~ ~ ~ , , I ~ ~ ~ I I ~ > I ' I ~ I ~BE~POC~ Et I /, 17 -11 , I I ' //~ ~ ~ ~ ~ ~ / ' R-19 INSULATION--I ~l ~ ~ R-19 INSULA~ ]N ] ~ ~ ~ ~ ~ ] ] ~] .I ~ R-19 INSULATION i . Il Ii - .. I , I J .... ~ ~ -~ , ~ ~ II ~~ ~ _ ~ ~ ~, ~. , ~~, ~ ~ ~-- - ~j.,-- ~ S 'ORAGE STORAGE STORAGE m . m ,~:-- ~, . ~ ., .~ ~s.~, ~ ~,~,[~tl m' ~ , .-~'_~. ~ ~.~S,mlllll ~/ ~ , , T-6 mi, UNIT UNIT a UNIT ~ ~-- ~ ~ ~) ~ . . ,~~__ _ =0,-~., UILJr .. ~ __~ , ~o'-~-IIIlll ~ . ~ ~ ' ~ ~,. ~,. ,~ ~o I , m~ .,.., ., . ........ I 3-6" mai y-~ / I.m ~ ,L~-----~.mm.'~ I m 3'-4" m~ 3,6- m ~ i' .... ~~~' m~,.. I=..~ I ~- ~---~m r ' I I ~ , ~o,, ,f %~.,~,,~ ~.s~, ,o,-~. ~ .... II . .~ .~. , m ~ ', .~. .~. ~ ""~" ~~.~l~)~~-~: ,o./ , ,~ .,-o,, ~, ~,-~,, ~, .._~- I ,,, ~ ,2-. ~ 7.. m 12'-6" ]t ,z-~. I ._o,, ~'m 1~.. 2-8 5'-0" 3'-6" 8" 3'-4" ' ~ J2'-o" ~ '~ 3'-4" ) 3'-6" ~ ~ ~ 32'-0" ~ ~ - - .' z_z ~ m ~,_~,, , ~ ~, ., , . ' , ' ' "" ' '~ ' ' - -/) " - - Y ) ' ~ J 1~-0 ~ 2-8 SCA~ F', 1/4" l' 0" General Notes S~bols Number ol '~prinklers Dra~=s ~LDG. ~ - BASEMENT PIPING P~N Job: m m m m m m m immmm ,..,................,...._...,......... o ................ .... ...,..0. .._ mmmmmmmm ..,._..._.......... 2' 4' 6' 8' 10' 12' 14' 16' 18' 20'~l- ~ ..a~,....~,~....~.,..~.,.~,~. ~ ~'"~" 1' 17'-9" 10'-8" D E LIVING ROOM BATH BEDROOM 2X8 JST, UP UP 1OR DN, DN FIRE DN. SLAB 2X8 3'-4" RATED 10'-4" DECK :A dST. $ NO ROOM BATF BEDRDBM _D E K 10'-4" BATH ~ATH BEiDROBM K 6'-2" 11'-0" 11'-4" DE K D D 10'-8" 10'-4" 10'-4" 0 BEDRBB LIVIN ROOM LIVIN ~OOM CK DECK 11'-6" 2X8 JST, DN UP DECK BATH LIVING R( M ROOM BATH 12'-0 RATEB SEPARATION RATEB 1HR. RATE 1HR. BEDRBOM FIRE SEPARATION FiRE SEPARATION ~,+ 3'-4' -4" .~ BATH 7'-6" BEDRDBH BEDRODM ~EBRDBI' BEDRBBM 7'-6" UP UP 7'-6" 1OR 1OR 12'-6" DN, DN, BEDRBBM T IPIMO 1/Xl" / O# 8' 10' 12' 14' 16' Scale Ruler 18' 20' General Notes S~fl~bols Number of Sprinklers Dra~tng BLDG. E 1ST FLOOR PIPING PLAN Job: S~b°] D~scrlptton To., .~ Shea' 83 IT. ti' ~is ~ob 1573 TiUe CLIFFSIDE RESORT CONDOMINIUMS ~ ~ E C K 3EBEBBN ¢ ~ D E C K D E C K . * 9EBRBBN D E C" ~ ~ ~ D E C K BEDBOON ~ , D E C K n ~ ~ ,. ~ .~ .... ~ ~m ' ? ~ <D BEDRDDM ~ ]> - ~ ' 1HR RATE ~I~Z ~ [~ ....... ~ RRE SEPAR ~TION kq' ~- ~" ~d~ HR, RATED ~ DECK ~ DECK SYSTEM: WET REMOTE AREA NUMBER: ATTIC ~ OCCUPANCY C~SSIFICATION: LIGHT HAZARD ~ 31 D G, F ? N D FI ~ B R P I P T N G PI A NDENSI~: .12 GPM/SQ.~. AREA OF APPLICATION: 1500 SQ.FT. SQ. ~. PER HEAD: 150 NO. OF H~DS CALC'D: 17 ORIFICE SIZE: 1/2" S 0 Al k ', l / d /, 1/ 0// SPInNakER SYSTEM DEMAND: 526.46 GPM AT 49.632 PSI AT BASE OF RISER HOSE STREAM REQUIRED: 100 GP~ (INSIDE) 150 GPM (OUTSIDE) TOTAL WATER REQUIRED: 576.46 GPM AT 55.414 PSI AT SOURCE General Notes Symbols Number of Sp~nklers Dr=~ng BLDG, E 2ND FLOOR PIPING P~N Job: 2' 4' 6' 8' 1 O' 12' 14' 16' 18' 20' ,. All Pipe. and ,.n,,... ~ b. In,led p. ~A ~1~. ~ C, Bln, Hel,h~ 1/4 Scal R met ~~ NSPEOTO~S TEST -- 6'-6" 10'-1" .r .r I 12'-0" BEDROCM KITCHE LIVING/ DINING ROOM CLOS, BATH 7 BEDROOM FOYER OFFICE WOMEN BATH -I- T WRAP 1/2" CDX PLYWOOD SHEATHING ON 2'X4" MD. S~JDS @ 16" O,C, R-15 INSULATION \ OFFICE ATTIC TYPICAL CEILING CONSTRUCTION ~NSULATiO~N OVER L ROOF CONSTRUCTION SHINGLE ROOFING RDDFFELT ON 1/8' COX PLYWOOD ROOF RAFTERS @I6'D,C, LIVING/ DINING ROOM TYPICAL FLOOR TRUCTION I 3/4'X1! 7/8' TJI FLOOR JOISTS 16' D,C. 3/4' PLYWOOD 3UDFLDDR W/MIN. R-19 BATT, INSULATION 8' POURED CONCRETE FOUNDATION __WALL ON A 8' X 16' POURED 3' DIA, STANDARD WEIGHT CONCRETE FOOTING STEEL PIPE COLUMN ON A 30' X 30' X 15' POURED CONCRETE FOOTING, <TYP,) ICONS I 3/4 X FIRST FI CI U HBUSk SFCTIHN PI AN 1' SYSTEM: OCCUPANCY DENSITY: WET REMOTE AREA NUMBER: ATTIC CLASSIFICATION:LIGHT HAZARD · 12 GPM/SQ.FT. AREA OF APPLICATION: 1 lO0 SQ.FT. SQ. FT. PER HEAD: 110 NO. OF HEADS CALC'D: 10 ORUFICE SIZE: 1/2" SPRINKLER SYSTEM DEMAND: 156.12 GPM AT .35.198 PSI AT BASE OF RISER HOSE STREAM REQUIRED: 100 GPM (INSIDE) 150 GPM (OUTSIDE) TOTAL WATER REQUIRED: 406.12 GPM AT 64.277 PSI~ AT SOURCE FIRE DEPT. Flexible TO SYSTEM 10" Alarm Sell~ [~ ~ Flexible Cpl. CONNECTIOI~~ _ 2-1/2"X2" FROM SRC FLOW SWITCH ~.,,,~ 2" CHECK VALVE Tcmper Sw. 3ASFHFNT PIPING PI AN SCAI 4' I 6' 8' 10' 12' 14' 16' 1//4" Scale Ruler 18' 20' General Notes Symbols Number of Sprinklers Ora~iug CLUBHOUSE PIPING/SECTION PLAN Job: sln~bo! Deserlptl0rl T.~I ~ ~..t 41 Iraqi This Job 1573 ~u, CLIFFS[DE RESORT CONDOMINIUMS D.~ n-OW-GO 108 Montauk Hwy. App~l By ~re Marshal Westhampton, NY 11977 AT FIC 5/8" T~E X SHEE~OCK WAL~S L[VIN6 ROOH WALLS ~ CEiLiNG LIV[NQ ~ELLAR ~ ~ o ~ ~ ~' x ~0' x m' CELLAR I I LiGUiD MEM'RANE WATERPROOFING ~ ~ COVE OVER FOOTING 5/8" TYPE X SHEETROCK WALLS & CElUN~ ~ 3AT 3 LIVING ~ RBDH LIVINq ~ BAT ~EDROO ~ -- ~ _ _ ~TEEL PIPE COLUMN ~ ON A ~' X ~0" X ~D" CELLAR lO" POURED CONCRET~ FOUNDATION 4' POURED CONCRETE ~LAB ~ALL ON A 10"' X 20" POURED 4 MILL VAPOR BARRIER CONCRETE SI PLAN 0¢° SITUA'TE TOWN OF SOUTHOLD RT SUFFOLK COUNTY, NEW YORK OWNER / APPLICANT BREEZY SOUND CORP. Jeesup Avenue Quogue, NY 11959 LOCATION MAP / / LONG ISLAND SOUND LIST OF DRAWINGS 2 CONSTRUCTION PLAN '"<. ,' r ,~-'~-.4;:~ / / 5 ROAD PROFILES &: SITE DETAILS ~ "% // 'i' SUBJECT PROPERTY ~ / 5 EROSION CONTROL PLAN -. %..<'.__ / / ~,,~o-~,_,~ / ,,/' / / i/ SiTE AREA 310,647 SF OR 7.13 ACRES ~ ~ ZONING RR-- RESORT/RESIDEN TIAL ~ORT ~ ~ ~ ~ ~ REQUIRED PROPOSED , ~G~/, 0~ LANDSCAPE COVEERAGE 25 9~ N CONDOMINIUMS 1 sPaCE PER UNIT // 69 UNITS--TOTAL REQUIRED 69 SPACES l~..T~O~LLAG~OFGR~.. pORI 4~/~~~~,~ ¢ ~¢¢~¢;~¢u~'ADJAOENT OW~8¢~¢~/~?~sAND ADORE88 PARKING PROVIDED 80 SPACES (INCL. 5 HANDICAP SPACES) KEY PLAN DRAWINGS PREPARED BY Barrett, Bonacci 8, VanWeele, P.C. CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppauge, NY 11788 TEL 631/435-11 l I FAX 631/435-1022 www.bbvpc.com Ii II i ~AN 3 I PROJEOT No. A00044~ 3O GRAPHIC SCAI,E × \ POL~-MOUNTEO ~IT~ WALL-MOUN1ED ! ~r~'.~=t~n PROPOSED EXIS'T1NO CONCRETE CURB 297.94' ,c. CONCRETE WALKWAY ~ ~ ..... ~o~__~. ~ CHAIN LINK FENCE PARKING SPACES SI~ hIGH.NO NORTH ROAD I (MIDDLE ROAD~ (C.R. 48)'~=' ~"'"'''' REVISIONS 4/'9/01 1'OtW COmMENt'S t/7/02 BLDC,~ 8 & C Fiji02 FORCE MAIN 8/~/02 HC P~J?K/NE: NO~E ~/4/0~ NC PA~fflNG a,/7/o~ ~c.H.o. co~M~v~ 7/2/~ ~A~ ~NY Barrett, Bonaccl 8, VanWeele, P.C. CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppauge, NY 11788 TEL 631/435-111.1 FAX 631/435-1022 www.bbvpc.com 120 Amended Site Plan for CLIFFSIDE RESORT ~EENPOFIT DF SOUTHOLD SUFFOLK COUNTY NY DIMENSIONAL PLAN 10,/03/01 DRAINAGE BASED ON A 6' STORM 12'e DRYWELLS USED WI3t~ A CAPACITY OF 100.87 CF PER VF DRAINAGE SYSTEM A ROOF 1,449 SF X 6/12' X 100~ = 724.5 CF PAVEMENT 4,761 SF X 6/12' X 100~ = 2,390.5 CF WALK 664 SF X 6/12' X 100% = 332.0 CF LANDSCAPE 1.451 SF X 6/12' X 15% = 108.8 CF 5.545.8 CF 3545.8 CF ~ 100,87 = 38,15 VF REQ'B. USE 3-12'¢ Q 12 OEEP 38 VIc PROVIDED DRAINAGE SYSTEM B z, C COMBINED PAVEMENT W~K LANDSCAPE 9,896 SF X 6/12' X 100% = 4,948.0 CF ~44 SF X 8/12' X 100~ 222.0 CF 5.561.3 CF 5,561.3 CF '~ 100.87 = 55.1 VF REQ'B. USE 4-12'¢ 0 14' DEEP 56 VF PROVIDED DRAINAGE SYSTEM D ROOF 1,179 SF X 6/12' X 100% = 589.5 CF PAVEMENT 1,800 SF X 8/12' X 100% = go0.o CF WALK 152 SF X 6/12' X 100% = 66.0 CF LANDSCAPE 1,389 SF X 6/12' X 15~{ --104.2 CF 1,659.7 CF 1,659.7 CF ~ 100.87 = 16.5 VF REQ'D. DRAINAGE SYSTEM E ROOF 6,735 SF X 6/12' X 100% = 5,367.5 CF PAVEMENT 2629 SF X 6/12' X 100~{ = 1,514.5 CF WALK 1,181 SF X 6/12 X 100~ 590.5 CF LANDSCAPE 12,808 SF X 55/1~2' X 15% = 960.6 CF DECK 1,590 SF X 6/12 X 15X = 119,3 CF 6,352.4 CF 6,352.4 CF .'- 100,87 -- 63.0 VF REQ'D. USE 4-12'e Q 13' DEEP & 1-12~e 0 11' DEEP 63 VE PROVIDED DRAINAGE SYSTEM F PAVEMENT 4,234 SF X 6/12' X 100% ~ 2,117,0CF WALK 521 5F X 6/12' X 100~ = 260.5 CF LANDSCAPE 261 SF X 6/12' X 15~ 19.6CF 2,397,1 CF 2,397.1 CF ~ 100.87 = 23.8 VE REO'D. USE 2--12'¢ Q 12' DEEP 24 VF PROVIDED DRAINAGE SYSTEM G ROOF 5,886 SF X 6/12' X 100% -- 2,943,0 CF PAVEMENT 5.996 SF X 6/12' X 100% = 3,498,0 CF LANDSCAPE 15,531 SF X 6/12' X 15~{= 1,164,8 CF 7,605.8 CF 7,605.8 CF :- 100.87 = 75.4 VP REQ'O, USE 5'-12~¢ · 15' DEEP 75 VF PROVIDED DRAINAGE SYSTEM H ROOF 5.14~ SF X 6/12' X 100% --1,572.0 CF PAVEMENT 10643 SF X 6/12' X 100% = 5,321,5 CF WALK 1566 SF X 6/12' X 100% = 683.0 CF LANDSCAPE 19,447 SF X 6/12 X 15% = %4,58.5 CF 9,035.0 CF 9,035.0 CF ~- 100.87 = 89.6 VFREQ'D. USE 6-12'¢ ~ 15' DEEP 90 VF PROVIDED DRAINAGE SYSTEM I ROOF 2,700 SF X 6/12' X 100% = 1,350.0 CF PAVEMENT 3,348 SF X 6/12' X 100% = 1,674.0 CF WALK 460 SF X 6/12' X 100% = 230.0 CF LANDSCAPE 1,592 SF X 6/12' X 15% = 119.4 CF 3,545.4 CF USE 3-12'¢ ~ 12' DEEP DRAINAGE SYSTEM J (INCL. RD-3} ROOF 5.590 SF X 6/12' X 100~ = 2,795,D CF WALK 807 SF X 8/12' X 100% = 4G3.5 CF LANDSCAPE 20,920 SF X 6/12' X 15~ = 1,569.0 CF 4~797.5 CF 4,797,5 CF + 100,87 = 47,6 VE REQ'D. USE 4-12'¢ ~ 12' DEEP 48 VF PROVIDED GRAPHIC SCALE DRAINAGE SYSTEM K LANDSCAPE 7,860 SF X 6/12' X 15~ = 569.5 CF 589.5 CF 589.5 CR - 100.67 = 5.8 VE REQ'D. USE 1-12'e 0 6' DEEP 6 VF PROVIDED ROOF DRAIN RD-1 & RD-2 LANDSCAPE 2,446 SF X 6/12' X 100~ = h223.0 CF 6,202 SF X 6/12' X 15% = 465.2 CF 1,688.2 CF 1,688.2 CF:. - 100.87 = 16.7 VE REQ'D. USE 2-12'¢ ~ 9' DEEP 18 VF PROVIDED -/ ( m ~.? ) La. eh = 80 ~ ~ ~ ~ ~ ~.2" ~ LONG ISLAND SOUND " ~ ~ .~.~,~ ....... ~,., / - - ~ . ·' · · N x ~ ~ ~ ,~ , / ~ ~.~ /'~.~ ~ ~ '~ ~ / ~/,/ ~C CURS / ~ ~ ~~ ~ ~ / PAVEMENT / / ,".' ,.,~.. ~ .~ / ~ ~ ~ ~ ~ ~ ~ / / + ~ ~ ~ .&,' ' . . . ..,~.~,,.~ ~ ~ / / ,,, _.,,. i1~// X ~ .<x : .,. .. ~..~ ~ ii/ .~'~ ~ /~ ~ .'"~' ~, . . './7 / / / / / / / / / / c~/ \ \x--I / .-,. I NORTH ROAD (C.R. 48) ~'~ DRYWELL W/ MANHOLE COVER DRYWELL W/ CURS INLET MANHOLE CATCH BASIN STORM DRAIN ROOF DRAIN SANITARY SEWER SANITARY SEWER WATER MAIN/SERVICE UTILITY POLE ® Q © · D -- RD ® ~NALL BE TAK~I NOT TO DISTURB EXISNNG UEU~TE5' AND S="~WEE CONNECRON$ ('0~ PO~/ONS TNE~EG=') TAX MAP No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 REVISIONS 7/9/0I ADDED ~iEE. ANDS& · /~9/01 TOP,4V C'~MEN~ 7/'2/02 FORCE MAIN 8/2/02 REAR DRYSEflLS 6/4/03 HC PARKING · /~/0~ EEWA~(5 TRMNI' PAN1' a/7/~$ s,c. Hm. CO~/~ENTS ?O/St/OS LOW PC~N? Barrett, Bonacc' 8, VanWeele, P.C. CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppauge, NY 11788 TEL 631/435-I l I 1 FAX 6311435-1022 w%wv,bbvpc.com Amended Site Plan for CLIFFSIDE RESORT C-~q~NPORT TOWN OF SOUTHOLD SUFFOLK COUNTY NY GRADING, DRAINAGE & UTILITY PLAN 1%-30, A000446 ENTRANCE ROAD CONCRETE CURB MAIN ROADWAY SCALE: 1"=~' VERT. CONCRETE SIDEWALK TYPICAL ROADWAY SECTION CONCRETE CURB L~8' GRANULAR EU~ ~A~E ~95,~ DRY DENSITY} PAVEMENT RESTORATION DETAIL NORTH ROAD t" x 8'-0" $~R£TCHER ~.) YELLOW P/NE. TIMBER RETAINING WALL TAX MAP No. DISTI:IOT 1000, 8EOTION 45, BLOCK 01, LOT 2.1 REVISIONS 7/9/01 ~, ENTRANCE ~o/~/o~ LOW POWr Barrett, Bonacci & VanWeele, P.C. CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppauge, NY 11788 TEL 631/435-1111 FAX 631/435-1022 www.bbvpc.com Amended Site Plan for CLIFFSIDE RESORT GFIEENPORT TOWN OF SOUTHOLD SUFFOLK CO~UNTY NY ROAD PROFILES AND SITE DETAILS 8/x/oo SHOk~V A0oo448 ,/ ,/ / / N 34'3,Va2" e LONG N ISLAND SOUND HOUSE \ ~-4v~ ~,-EA- ~ 5EE~ / / NORTH ROAD (C.R. 48) (MIDDLE ROAD) ~2UAN. 14 ID IO '~O ,45 14~ IOO ~O lO &l PLANT LIST BOTANIC, AL NAME AP Ad, PA PT JV .J5 LO h4P TD A~,ER PLATANOIDED TILIA ~ORDATA AMELANC, HIER (..,ANADEN5 ID PIOEA ABLE5 PRUNU5 (..,E~&BJFERA THUNDERd, LOUD JUNIPERUB VIR~INIANA ~.oRNUB DTOLONIFE~-A EUONYMUD ALAT¢~ GOMPA6TA ILEX GRENATA CONVEXA ILEX DLABRA LI~U~TP, UNI OVALIPOLIUH HYRI(,,A PEN~¥LAVNIC.,A PINUS MU~HO BPIREA ~OLD FLAME TAXUD MEDIA DENDIFORMUB NOTE, ALL LANDEd, APE AND LAP, IN GOMMON NAt~4E NORP, IAY MAPLE LITTLE LEAF LINDON BERVlOEBBRf~.¥ NO RV'tA'"F' 5FR'.UC.,E THUN~ERCLOL.JD PLUH D~ARF lq Ni~,tED EUONYPIUB CON~X LEA~F JAPANESE HOLLY I NKBERRY HOLLY BAN ..JOEL JUtNIPER BIZ~ 21/2-B" r_,AL 21/2-B" GAL ~,-I0' HT '~-~' HT. 8-10~ HT B-&' HT 2112-B' Ht 2-21/2' HT ID-24" HT 2-'")1/2' NT Igc-21" ,EPD REMARK,5 FULL HEAD, Y, IELL BRANCHED B,~B B SAL ~,ONT FULL HEAP, P, IELL BRANd, HEP FULL, tNELL BRAN~.HED FULL AND DENDE TO .~RoUND FULL, 1"4ELL B~N~,HED PULL AND DENDE TO ~OUND FULL, ~LL D~N~HED PULL, ~LL D~N~HED FULL AND DENDE OALIPORNIA IPRIVET BAYBERRY MUBHO PINE 5OLD PLAHE! SPIREA D-4' HT. 2-21/2' HT 18-24" 5PD 18-24" HT 1~-24' BPD FULL, V'~LL BRANd, HEP FULL, V'~LL I~P, ANC, HED ~AL O~NT FULL, ~ELL ~ANOHED Af~EA5 ARE TO DF: IP,.P,.I~.ATED ~ITH AN AUTO'h4ATIC. IP, P, IBATION 5'r"DTEh4. PLANTIN® NOTES I. ALL PLANT MATERIALD TO BE OF HI~HEDT 42UALITY NERDERY ~ROP4N BTOCK. 2. REFER TO ~N~IN~IN~ D~A~IN~D P~IO~ TO ANY EXCAVATION ~O~ LO~ATION O~ NE~HANI~AL AND UTLI~ LINED A~ ~O~ED. I~ AN~ ~ONDLI~T ~XIDTD~ ~ONTRAOTO~ ~HALL NOTIFY LANDD~APE A~HITE¢T FOR 5U¢¢EDTED ¢HANBE5. 5. ALL PLANT PIT5 TO B~ BAO~PILLED ~ITH TOPDOIL BLENDED ~ITH 0-20-0 FERTILIZER AT THE RA~ OF 5 POUND¢ PER YARD. 4. ALL TREE PIT5 AND 5H~B BE~5 TO BE HULOHED ~ITH 5" PEEP FRESH HILLE~ 5HREDDE~ BA~ HULCH. 5. ALL ~E5 TO BE PLANED AND STAKED AS PE~ DETAIL. ALL PLANT MA~RIAL5 TO BE ~UA~ENTIED FO~ A PERIOD OF ONE ~EA~ APTE~ PLANTIN¢. ~. I~ ANY DIE¢~EPANO~ EXIST5 BETWEEN THE PLAN AND PLANT LIST, THE PLAN 5HALL ¢OVE~N. ~. ALL PLAN% MATERIAL5 A~B TO BE HAINTAINEO ~ITH PE~TILIZB~ AND OTHE~ ~B~UI~BD MATERIAL5 TO MAINTAIN A NEAT AND HBALTH~ APPEA~ANOE. q. ALL PLANT MATB~IAL¢ A~ TO B~ I~I~A~D ~ITH A DRIP I~LBATiON ~M. ID.ALL PLANT5 ~HIOH Ol~ O~ BEOOHB ~IEEABBO ~HALL BB ~BPLAOBD BY THE AP~LIOANT, 3O 2 TIME5 BALL DIA. PLANTIN® SH LJiD GRAPHI(C SCALE ( ~N IFEET ) DETAIL PLANTIN® --REINF. RUBBER HOBE ~A. ~IRE - T~IDTED AND LEFT LOODE C, EDA~ 5TAKE5 - DRIVE AT ANGLE AND DRAY~, VERTICAL TERR ~RAP - ONLY ~HERE REGtUIRED BY LAND· ARC. H. 4" DEEP SHREDDED BARK MULCN C~ROYtN OF BALL TO BE HAME LEVEL AS IN NURBERY ,6" ¢AU¢ER REHOVE TOP I¢ OF BURLAP AND ALL ~IRE AND NON- TOP¢OIL BAOKPILL, ~IN. OF HOLE ~INF. RUBBER HOBE I~ ~,A.~IRE TY~IBTED AND LEFT LOOSE ANCLE AND D~A~ VERTICAL 4" PEEP BHREDDED BARK MULCH OP ROOT BALLTO BE BANE LEVEL AB IN I'tURBERY TOP I/D OF BURLAP AND ALL ~IRE AND NON- BIODEGRADABLE MATERIAL P¢OIL BAOKFILL - MINIMUM OF= 50% OF 50iL TAKEN PROM HOLE BOIL PEDESTAL PLANTIN® DETAIL --5"DEEP SHREDDED BARK MULOH BAUCER I1~ OF BURLAP AND ALL ~IRE AND NON- BIODEGRADABLE MATERIAL5 TOPBOfL DACKFILL - MIN. OF 5096 OP 50IL TAKEN FRO~ HOLE -- C, OMPA~,TED 5OIL PEDESTAL C:'ETAIL WILLIAM (BUDDY) JOHNSON LANDSCAPE ARCHITECT 2350 CLEARVIEW AVENUE SOUTHOLD, NEW YORK 11971 PHONE: &BI--~&B-I"/q5 FAX~ &51-"TE~5-1~5~I REVISIONS .-14-0[ - PER TOY~N "T-q-OI - REV. ENTRY I-1~-02 - PER 51TE PLN :~-2q-04 PEP-, 5lTL PLN. "/-12-05 PER ~ITE PLN. Barrett, Bonacci 8, VanWeele, P.C. CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppauge, NY 11788 TEL 631/435-1111 FAX 631/485H 022 www,bbvpc.eom CLIFFSIDE RESORT GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY NY LANDSCAPE PLAN EROSION CONTROL LEGEND LONG 18LAND 80UND ~ / X 10% KENWAY BLUE. ASS (FOR KNI~N~) MULCH ALL S~EO AREAS ~ ~ALL ~AIN S~A~ (R~ MAR~ HAY ~ ~EAT) lo BE INSTAL~ ~ ALL RNI~ED ~ ~VA~R ~AN 10% (IN LIEU ~ ~ULCH) ~ ~ERE INDICA~, INSTALL A~ PER [ / NORTH ROAD ' (C.R. 48) GRkPHIC SCkLE SHALL MINIM/ZE EYE EXTENT OF CLEARIN~ ~rtERE POS~BLE. A~ TREES INDI~A~D ~ ~ PLANS REMAIN ~A~ BE PROnGeD ~ DAMA~ DURING ~S~C~, ~mACT~ ~A~ INSTALL C~S~UCN~ ~N~ AR~ND ~E~ ~ R~AIN PR/~ TO ANY ~EARING ~ ~ADIN~ (m~) (~E S~CnON) Posts (ri'P,) SILT FENCE DETAIL 50' STABILIZED CONSTRUCTION ENTRANCE (~ ~ ~o~) STRAW BALE BARRIER AT INLETS D/SlURRED AREAS ARE l0 BE STABIUZED ~EY VEGETAllON (OR OEYER MEASURES CALLED FOR IN EYIS PkAN) AS SOON AS POSSIBLE A~'fER OISIURRANCE. AT THE ENO OF EACH FORKING DAY, EYE CONSYRUC~ION ENTRANCE SHALL BE s~er CLEAN ro ENSURE NO DEDRIS OR SEDIMENT LEA VES EYE Sl~. ALL ERO~ON AND ~ON~ROL S[RUCIURES SHALL BE CLEANED, INSPECTED, REPAIRED AS NECESSARY AND ANY SOIL AND DEBRIS COLLECYED SNALL BE REMOVED ~0 ENGURE 1HE STRUCIORE'S ~tCllVENE~S $~t AND DEERIS SHALL BE DI~POSEO OF AT A PROPER LOCAHON. Ah ;tR ALL WORK IS COMPLEYE ALL EXCESS SOIL~, GE~RI~ ETC. SHALL BE REMOVED FRO~ HIE ElNa. ALL SIOORPILES OF SOIL AND/OR DEDRIS SNAIL BE CONTAINED ~ffEY A SILT FENCE ALL TEMPORARY DISIURBED AREAS LEFT UNVEGETAB-~D FOR MORE EYAN $ MONEYS MUST BE STABILIZED lffTH SEED MIXE~ AS STAIE~ IN NON~ No h TAX MAP NO. ~ '1000, 8E~rlON 48, BLOCK O1, LOT 2.1 REVISIONS ~/~$/05 SEWA~ 1RMNr PLNr 1 7/2/04 SKY~A~ t~fNr P~tr Barrett, Bonacc] 8, VanWeele, P.C. CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppauge, NY 11788 TEL 631/435-I 111 FAX 83]./435-1022 www,bbvpc.com Amended Site Plan for CLIFFSIDE RESORT GREIENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY NY EROSION CONTROL PLAN ~o/~a/oo 1~-$0' A000448 SMH-2 TO SMH-2C / / / / / / SMH-2 TO SMH-2E SANITARY SCALE: PUMP STATION TO SMH-5 REFER TO SHEET 7 FOR PROFILE OF FORCE MAIN. PROFILES SEWER ~"--2 HORZ.vERT. , - ~ : ~ + \ ~ / / '"'/I "' ~ / ~ ',.~.~ ,:.: ~,,..... +3~.oo / / .., ,, ~ ., ..,. ~ ~ ~ (~') , ..~:. / / ~ / T°mL~EM°YE° SMH5 TO SMH6 (EXIST.) BC 40,00 BC UNIT SMH-4 TO SMH-4A 20' J 5L [Z]/ / / + / ( " \ .,,o SMH-4 TO SMH-4B ~6.41 ~'~T~ I Z~' ~, TO 49.88 \ CATCH BASIN ~ ~ ~ ~S~N~ ~ BE A~PLI~ TO SA 75 ~ // , ~ ~NG ~ ~E~ BC 51,25 WA~R MAIN/SER~CE (~S~N~ (~A~SBY ~ ~ 19 3; / / U~Ll~ POLE INV NV/,I2.52 'z~ + L/ \ \ B. An ~4~roval to c~n~t~uct by SUFFOLK COUNt' DEPARTMENT Z 8. I0. All material ~d methods of =one~uctloe muat comp/ wlt~ ~e ~_~donta TAX MAP No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 REVISIONS ~/~/o~ ~/4~ HC PA~IN~ ~~r Barrett, Bonacci & VanWeele, P.C. CIVIL ENG[N£ERS/SURVEYORS/PLANNERS 11788 ~ 175A Commerce Drive, Hauppauge, NY /52 ,, STREET/~AFFIC SIGN TEL 621/435-1111 FAX 631/435-I022 . ~ _ ~ ,.~~o~.,.~ ~- .~,..~ ~ w ,~/o,~,~ Amended Site Plan for ~c ~zoo s/~/o~ NZ ~o. · ~ ~ ~"~ CLIFFSIDE RESORT ~ ~ O~RHEAD ~RES -- SH~ s t TOP.Om CURD GRADE SANITARY SEWER ~ ~' ~ - '~' '~ ~ ~ '~"~ ' / AND I ~ II 5~ 37 ~ o,-- -- ~ ® ~ OH FLOW ARROW ...~..~,.,.~ w~ - WATER MAIN J ~ [J ~AD IMPRO~F ~N$ d~ dE 11/2~/00 AS SHOWN 4000446 (~?) TECHNICAL SPECIFICATIONS - WATER MAINS AND APPURTENANCES 1.O. GENERAL CONDITIONS 2.0 SPECIAL CASTINGS 3.0 GATE VALVES 4.0 HYDRANTS 5.0 WATER MAIN I-IQF~ONTAL ~ THRUST BLOCK DETAILS o 6" 8" 1o" I 12" I EON (~'P) - AA~¢~O r-99 PIPE NOTES TRENCH DETAIL - WATER MAIN CATCH BASIN - TYPE I RE, IDeA ~7 (TYP7 -! APPLICABLE,) PIPE ZONE D FORCE MAIN DUAL PIPE TRENCH DETAIL (GRAVITY 8E~NEFI & FORC~ MAIN) r ID~STAB~ MANH~ r~BEr~U VALVE ANCHORAGE DETAIL / ~oz WATER SERVICE DETAIL CLEANOUT DETAIL WATER/$1=WER CROSSING DETAIL ON APPROVED E~JAL FON ENIS~TN~ EMN-,92 ~L~ ~B~ ~Nr (~) LB" ~ MIN. SANITARY SEWER MANHOLE "Y" BRANCH ASSEMBLY ~.00 ~ 8'# NPZ fODEI. OR EOUAL · "Y' BRANCH ASSEMBLY TRUNK L/NE r (~ES~ A~UC4SZ~) FORCE MAIN FROM PUMP STATION TO SMH-5 CUR8 UNE pA I/EMENT 3' MIN. COLLAR UNDERLYING SAND AND ~At, ET. STRATA NO~"~' M/N/MUM OF 12' BEIY/EEN POOI. E. RECTANGULAR Ge-~"NIN~' ID MATCH SIZE OF CA$~TN~ LEACHING BASIN pA~ENr 2' BEYOND FOR P~ VEMENY BESID~A nON (r~) - SOILS IffTHIN 9" OF PA VEMENI' SUBG~ADE COMPACTED ID .eSM OF MAXIMUM DENSITY PER SC~EENEO $0' MIN. AIR GAP rE~T COCK l17'L x 83'W x 'I" CONC~EE .F-~8 WES; 5[::::: h UNSU/rA p~E-SHAPEO FGUNDAII~N OR--/ PIPE TRENCH DETAIL - IRCP MIN. (n,P.) A MODEL SEO,' OR'£OUAL -- MiN. $0" MIN. CLEAR~NCE ID · O~STRUCEON ~f/HEN OPEN RPZ IN INSULATED ENCLOSURE fl. ~VCI. O~I~E ID 8E "NOT BOX/W~DR~"O~ff. ' ~ EOUAL. 12. ENCLOSURE ID BE NE~ YO~N DES/GNAT/ON. SEWER SERVICE CONNECTION TEMPERA~IJRE AND SHRINKAGE, ~ANSPORT, AND TO ALLOW THE STRUC~RE TO WI~STAND AASHTO H--20 LOADING AT ~E CO~R CONDI~ONS SHOWN ON ~E PLANS 2. ALL SHOP DRA~NGS AND DRILL SHEETS FOR PRECAST CONCRE~ S~UC~RES SHALL 3. ALL PRECAST S~CTURES SHALL BE MANUFACTURED ~ 4000 PSi / 28 DAY TAX MAP No. DIS'l'R~t'r 1000, 8EGqlON 48, BLOCK 01, LOT REVISIONS Barrett, Bonacc /:~1~~'~ & VanWeele, P.C. 4/14/05 SCDNS COMMENTS $/8/05 RPZ OETAIL BE~SF_O 8/2/05 RPZ DETAIL ,~WEEO 7/~2/0S NPZ DErAIl. REP~SEO CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppauge, NY 11788 TEL 631/435-1111 FAX 631/435-1022 www.bbvpc,com Amended Site Plan for CLIFFSlDE RESORT QREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY WATER MAIN, DRAINAGE AND SANITARY DETAILS de/DJ de 'JI a/7/oo SHOWN A000448 / GRAPHIC SCAI,~, - - ~ _ _ /N ~:~2' E 'ONe ~SCAND SOU'O ~ / ~******.*****.~.~,-~ .. ~ / ~ ~ 34DI'23. ~ / ~$- E N 23qe'2p' [ "28D2'10' E N 22'38'28' ~ ~ ~ 52.90 54.04' 50.22' - ., ., , /.:.. ~. ~ ~ , ,~ ~ . ,~ ..... , ~ .... ,~¢ :., ,:.;..,',:,.:'~.~,... .~< ,.,..~..~., ~ I / / :::'¥ ~,;} / , ,:," 25:,( / / .-~, ,; ~t ...-,: ~ ~ ~ -.. ~.~.':~,~,,.~, j ..... ., -:,..~ ~ / ~ /~ ~ ,.'.... -., I ;,',,' ~ NORTH ROAD (MIDDLE: ROAD) r- (C.R. 48)-=* --'''= SITE LlCrlTIN ,I]%'--- UTNONIA ARCNI~'CR]RAL W~/WP 2BW 2. J. GEJ~=RAL NOTE8 ALL MEEY~S ~F C~NS~UCTION SHALL C~F~M ~ ~E A~MCA~L~ STANDARDS AND ~K C~N~ OgPAR~T ~ PUBLIC ~A~C ~S AND S~IPIN; ~A~ C~ ~ ~ NANUAL ~ UN/F~ ~A~C ~ U~n~; ~Att ;RO~ A ~/N/~Um ~ omo tu~s ~ AR~I~Cm~AL ORA~ F~ Aoam~AL m~UlmlN~ O~TAIL~ (~ PA¢$ ~.) I.~(~1~ PROPOSED CONCRE'I~ CURB CHAIN LINK FENCE ~ r X PARKING SPACES EXISTING TAX MAP No. DISTRIOT 1000, 8EC-'T1ON 4~, BLOOK 01, LOT 2.1 REVISIONS DEPT. Barrett, Bonacci & VanWeele, P.C. CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppauge, NY 11788 TEL 631/435-1111 FAX 631/435-I022 www,bbvpc.com Amended Site Plan for CLIFFSIDE RESORT GREENPORT TOWN OF SOUTHOLB SUFFOLK COUNTY NY DIMENSIONAL PLAN / DRAINAGE BASED ON A 6' STORM 12'e DRY,ELLS USED Wf~-I A CAPACITY DF 100.87 CF PER VF DRAINAGE SYSTEM A ROOF 1,4,4.9 SF X 6112' X 100~ = 724-.5 CF PAVEMENT 4,761 SF X 6112' X 1O0~= 2,580.5 CF WALK 664 SF X 6/12' X 100~ = 3D2.0 CF LANDSCAPE %4.51 SF X 6/12' X 15X = 108.8 CF DRAINAGE SYSTEM B a: C COMBINED PAVEMENT WALK LANDSCAPE 9,896 SF X 6/12' X 100X = 4,9,48,0 CF ~'~ SF X 6/12' X 100~ 222.0 CF 5,217 SF X 6/12' X 15Z = 391.3 CF 5,561.3 CF 5,561,3 CF ~ 100.87 ,~ 55.1 '~' REQ'D. USE 4-12'e · 14' DEEP 56 'v~ PROVIDED DRAINAGE SYSTEM D ROOF 1,179 SF X 6/12' X 100~ = 589.5 CF PAVEMENT 1,800 SF X 6/12' X 100~ 900.0 CF WALK 152 SF X 6/12' X 100Z 66.0 CF LANDSCAPE 1,389 SF X 6/12' X 15~ = 104.2 CF 1,659.7 CF 1,659.7 CF -: 100.87 = 16.6 VI:' REQ'D. DRAINAGE SYSTEM ROOF PAVEMENT WALK LANDSCAPE DECK E 6,735 SF X 6/12' X 100~ = 3,587.5 CF 2629 SF X 6/12' X 100~ = 1,314..5 CF 1,181 SF X 6/12 X 100% = 590.5 CF 128D8 SF X 66/12' X 15~ = 960.6 CF 1,590 SF X 6/12 X 15~ 119.3 CF 6,552.4 CF 6,352A CF + 100.87 = 63.0 VF REQ'O. USE 4.-12'e · 13' DEEP 1-12'¢ O 11' DEEP 83 VF PROVtDED DRAINAGE SYSTEM' F PAVEMENT 4,234 SF X 6/12' X 100~ = 2,117,6 CF WALK 521 SF X 6/12' X 100~ = 26D.5 CF LANDSCAPE 261 SF X 6/12' X 15~ = 19.6 CF 2,397.1 CF 2,397.1 CF + 100,87 = 23,8 VF REQ'D. USE 2-12'¢ O 12' DEEP 24 'W PROVIDED DRAINAGE SYSTEM G ROOF 5,886 SF X 6/12' X 100~ = 2,94.3.0 CF PAVEMENT 6,996 SF X 6/12' X 100~ = 3,498.0 CF LANDSCAPE 15,531 SF X 6/12' X 15~= 1,164..8 CF 7,605,8 CF 7605.8 CF ~- 100.87 = 75,4 VF REQ'D. USE 5-12¢ · 15 BEEP 75 VF PROVIDED DRAINAGE SYSTEM H ROOF PAVE~IENT WALK LANDSCAPE 3,144. SFX 6/12' X 100~ = 1,572.0 CF 10,643 SF X 6/12' X 100~ 5,321.5 CF 1,366 SF X 6/12' X 100~ = 683.0 CF 19,447 SFX 6/12' X 15~ 1,458.5 CF 9,035,0 CF 9,035.0 CF ~ 100.87 - 89.6 VF REQ'D. USE 6-1~¢ · 15' DEEP 60'4~PRO~SED DRAINAGE SYSTEM I ROOF 2,700 SF X 6/12' X 100~ = 1,350.0 CF PAVEMENT 3,348 SF X 6/12' X 100~ = 1,674.0 CF WALK 460 SF X 6/12' X 100~ - 230.0 CF LANDSCAPE 1,592 SF X 6/12' X 15~ -- 119.4 CF 3,34.3,4. CF USE ,3-12¢ ~ 12 BEEP 36 VF PROVIDED DRAINAGE SYSTEM J (INCL RD-3) ROOF 5.590 SF X 6/12' X IOO~ = 2,795.0 CF WALK 867 SF X 6/12' X 100~ -- 43D.5 CF LANDSCAPE 20,920 SF X 6/12' X 15~ = 1,569.0 CF 4,797.5 CF 4~797.5 CF ~- 100.87 = 47.6 VF' REQ'D, USE 4-12'¢ · 12' DEEP 48 'VF PROVIDED DRNNAGE SYSTEM K LANDSCAPE 7,860 SF X 6/12' X 15~ -- 5S9.5 CF 589.5 CF 5B9.5 CE. - 100,87 = 5.8 VF REQ'D. USE 1-12'¢ 0 6' DEEP 6 VF PROVIDED ROOF DRAIN RD-1 & RD-2 LANDSCAPE 2,4.46 SF X 6/12' X I00~ = 1,223.0 CF 6,202 SF X 6/12' X 15~ = 465.2 CF 1,688.2 CF 1,688.2 CR - ln0.87 = 16.7 VF REQ'D. USE 2-12'¢ 0 9' DEEP 18 VF PROVIDED / / / / / / / / / / LONG 18LAND SOUND 2~6'20' E N 28~2'10' ~ ..... ,~=- r N 22'35'49' E N 24~5'20' E N 29~5'fi~- ~ 90 5~0~' 5~ ~, 53 26 57.85 20.~8'~ / ~ k / / / cu.. ~ k /// /// ~e~ ~ ~ ~ / / SIDEWALK ~~ ~ ~ ~) ~ ~ / / ~ PAVEMENT ~ ~ ~ ~ ~ / DR~LL W/ INLET x .... / / // ., . x -../--., / ~' 'o~ / / '' I / DRYWELL W/ MANHOLE COVER DRYWELL W/ CURB INLET MANHOLE CATCH BASIN STORM DRAIN ROOF DRAIN SANITARY SEWER SANITARY SEWER WATER MAIN/SERVICE UTILITY POLE STREET/TRAFFIC SiGN CLEANOUT WATER VALVE THRUST BLOCK HYDRANT OVERHEAD WIRES FENCE CONTOUR SPOT GRADE TOP/SOT CURB GRADE FLOW ARROW · MBER RETAINING WALL DRAINAGE RIDGE LINE SITE LIGHTING SWALE RD ~,. / / -~_ ~ ~ .~e~ ~.,, ~ ~ ~ ~, I /I ~ ~ ' ~ · ~ / ~.. _ ,, _ ~ ~. ~ . - _ _ _~_~_~ ., ~ ~ ~,-,_,~_~,_ NORTH RO~ (C.R. 48) ('MIDDLE ROAD) GRAPHIC SCALE (m~) I ~moh = 30 fL + .... I +, / .... / / + .... / TAX MAP No. DISTRICT 1OOO, SECTION 45, BLOCK 0% LOT 2.1 REVISIONS 4/~10! 70~1 CO~M~T~ · /~/o~ ro~v eoau~v~ 7/2/02 F~RCE MAIN · /4/05 NC PARKINg ~/25/0~ SE~A~ 7RMNT a~/o~ acaa COMM~Vr~ LOW PC~Nr Barrett., Bonacci & VanWeele, P.C. CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppau~e, NY 11788 TEL 631/435-1111 FAX 631/435-1022 www.bbvpc.com Amended Site Plan for CLIFF$1DE RESORT GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY~Y GRADING, DRAINAGE & UTILITY PLAN 8./z/oo PRO~CT NO, A000446 DET 'SEE C~UNTY OF ENTRANCE ROAD CONCRETE CURB $o.~o' vc ] ~oo' vc ] 10,$2 MAIN ROADWAY SCALE: 1'=4' VERT. CONCRETE SIDEWALK /V.~S TYPICAL ROADWAY SECTION CONCRETE CURB PAVEMENT RESTORATION DETAIL NORTH ROAD 8'x 8'.-0' D£ADMAN 8' x 4'.-0" HEADER ~ 8'-o" $~ETC~t"~ TIMBER RETAINING WALL TAX Midm ~ ~ '1000, ~071QN 4~, BLO¢~K 01, LOT 2.1 REVISIONS Barrett, Bonacci & VanWeele, P.C. CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppauge, NY 11788 TEL 631/435-I 111 FAX 631/435-1022 www.bbvpc!om __ __ Amended S~te Plan for CLIFFSIDE RESORT ]TOWN OF SOUTHOLD (~REENPOR~uFFOLK COUNTY NY ~ ??.eD' L.ON~i ISLAND SOUND ~ E ~ .~3'1e'20" E N 28'02'10" E ................. , .... ., . - x~-~ ~/~ X /~ ... . ........ .x.. ........ ... . ~'~.~:~~x ~ .~ ~ / ~ ~ .~ ~ ~ ....... / / .,..' .,'..: .: v., ..:..., ..~. c...,~ ',. "'. ':'. ..... x.: ,:~. '~ ~ :'~'. - ~ '~ ~ / ~. ~ ~ .~ - ~ ~ ~ ~'..' ~.-' '" ~. ~ / / / ~ ' ,' ,'"' ': '<: ..'....'.~:'.':"~:.~. '..,~ ' ~ ~ ~ ~x ~' ~/~ ~ ~'~.' .... ~.". . . ..... x..~ ......-,. -..~. ~ ~ -~ ~ ~ / ~ ~.....'~C ~.? ',, . ....... / / / , = ~ , .,.. ......... ... ~ - ~ ~ ~ ...... ~ .... .., .... ~ / 5[T~AO~ ~ ~. , ~...... '3.'~ :~, ' '. ,.:.~.~ ~ ~ . . ~ ~ ~/,',.': ','" ........, .,,. , ~. ' ~';..~::.~' '.( / X X ~_ ~~:~ .' ~ ..... .~ / 5E~D XX ~ .... ...... '"'',...~' ~ -- ~ ~ ", ~ / --~",. ...... '"' "'~ ...... ,.. '/ "~'" '"~.~' ' " /' ~ / // ~ : ¢ '" ' L/ / ,..,.,...,~: '.',.. ~ / ~ x .... ..,,..:... ~ · ...':).::..).. .,.. J ' ' · ":": '"' L / / :''~'" ' '" ':" ~ ~ ~ ~'DETB~KPROI J :~ ~ ...'..:,'..::.:,'.,. ;., "... ~ ~ .,, .(...~ ".:.'.. / / / ~ ~ NORTH ROAD (C.R. 48) (MIDDLE ROAD) ~UAN. 14 IE IO 5~ S '10 45 140 IOO ~o El Io 24 PLANT LIST BOTANICAL NAHE AP PA PT JV EA LO HP PH I'~' ACER PLATANOIDED TILIA GORDATA AHELANGHIER GANADENDI5 PIOEA ABIE5 PRUNUD C`E~DIFERA THUNDEROLOUD JUNIPERU5 VII~INIANA GORNU5 DTOLONIFERA EUONYHU5 ALATUD r',OMPACTA ILEX OI~.,ENATA OONVEXA ILEX eLABRA JINIPERUD C`HINENDID DAN .-loDE LI~UDTRUH OVALIFOLIUH MYRIGA PENDYLAVNICA PINU5 I',qUGHO TAXU5 ~EOIA DENDI~O~U5 NAME NORWAY MAPLE LITTLE LEAF LINDON DERVIOEBERRY NORY',[AY 5PRUC, E THUNDERCLOUD PL.UH DWARF WlN~DED EUION'YHLJS CONVEX LEAF JAf=='ANEDE HOLLY INKBERRY HOLLY DAN .,lOSE JUNIPEf~ CALIFORNIA PP. IVI--T HU~HO PINE ~OLD FLAHE DPIR[EA SIZE 21/:2-5" GAL 211:2-5" C.,AL D-ID" HT "'¢-D ' HT. D-ID' HT '~D-&~ HT 2712-5' HT :2-21/2' HT ID-24" HT 2-:21/:2' HT 1~-2l" DPD 5-4' HT. 2-21/.2' HT 1~5-:24" DPD 1~-24" HT FULL HEAD, WELL BRANCHED FULL HEAD, WELL BRANCHED FULL, WELL tDRANGHED FULL AND DENSE TO ~UNg FULL, ~ELL B~ANGHED FULL AND DENSE TO ~OUND FULL, ~ELL B~ANGHED 5 ¢AL C, ONT FULL AND DENSE B~B FULL, WELL P-,RAN~,HED BiB FULL, WELL BRANCHED 5 ~AL C`ONT FULL AND DENSE B GAL GONT FULL, ~ELL B~ANOHED NOTE: ALL LANDDd__,APE AND LAP, IN AP-,EA¢ AP-.E TO BE I~.P-.I~ATED KtlTH AN AUTOMATIC iP-,P-.IDATION 5'r'DTEM. PLANTIN® NOTES I. ALL PLANT HATERIALS TO BE OF HIGHEST ~2UALI"PT' NERDER¥ ~ROF',IN STOCK. 2. REFER TO EN~INEERIN~ DRAWINGS PRIOR TO ANY EXCAVATION FOR LOCATION OF MECHANIC, AL AND UTLITY LINE5 AND STRUGTUR, ED. IF ANY CONFLICT EXISTS, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR SUggESTED GHAN~E5. ALL PLANT PITS TO BE BAC..,KFILLED WITH TOPSOIL BLENDED WITH 0-20-0 FERTILIZER AT THE RATE OF 5 POUNDS PER YARD, 4. ALL TREE PITS AND SHRUB BEDS TO BE HUL~',HED WITH 5" DEEP FRESH HILLED ALL T~EED TO BE PLANTED AND STAKED AD PER DETAIL. ALL PLANT IVlATERIALD TO BE ~UARENTIED FOR A PER, lOS OF ONE YEAR AFTER PLANTINg. 'T. IF ANY DIDC, REPANG'T' EXISTS BETV~EN THE PLAN AND PLANT MDT, THE PLAN SHALL ALL PLANT HATERIALD ARE TO BE HAINTAINED WITH FERTILIZER AND OTHER REOUIRED H~.TE~IALD TO MAINTAIN A NEAT AND HEALTHY APPEARANC`E. ALL PLANT HATERIALD ARE TO BE IRRIE~ATED WITH A DRIP IRRI~ATION DYDTEH. ID.ALL PLANTE YqHIC`H PIE OR BEC`OHE DISEASED SHALL BE REPLAC`ED B'Y THE APPLIC, ANT. a0 -- REINF. RUBBER HOSE ~A. J~lt~ - T~IDTED AND LEFT LOOSE 2 TIHED BALL DIA. GEDAR STAKED - DRIVE AT AN~LE AND DRAk~ VERTICAL TERR ~RAP - ONLY WHERE REGUIRED BY LAND. AROH. 4"DEEP SHREDDED BARK MULCH CROWN OF BALL TO BE DAHE LEVEL ADINNURDER¥ &" SAUCER REHoVE TOP I/5 OF BUle. LAP AND ALL PIIRE AND NON- BIODEGRADABLE MATERIAL TOPSOIL BACKFILL, HIN. OF EO¢6 OF DOlL TAKEN FROM HOLE OOHPAGTED DOlL PEDESTAL PLANTIN® DETAIL GRAPHIC SCALE ( IN FEE~' ), 1 inch = 30 ft. 2 TINE5 BALL DIA, E /E ®FIEEN T EE REINF. RUBBER HOSE 12 ~,A.~IRE T~IDTED AND LEPT LOO~E ANDLE AND DRAP,[ VERTICAL MULCH DAHE LEVEL AS IN NURDER'r' TOP I/5 OF BURLAP AND ALL ~1~ AND NON- BACKFILL - HI~IHUH O~ 50~ OF 5OIL TAKEN ~OM HOLE PEDESTAL PLANTIN® DETAIL --5"DEEP SHREDDED BARK TOP I/~ OF BURLAP AND ALL ~IRE AND NON- TOPSOIL BACKFILL - MIN. OF 50% OF BOIL TAKEN FISH HOLE C`OHPAC`TED DOlL PEDESTAL SHtR. UB PLANTIN® DETAIL WILLIAM (BUDDY) JOHNSON LANDSCAPE ARCHITECT 2350 CLEARVIEW AVENUE SOUTHOLD, NEW YORK 11971 PHONE, ~51-"/&E-I'i'c~5 FAX= ~'51-"/&E-1~55q REVISIONS 4-14-01 - PER TOWN '/-~I-01 - REV, ENTRY 1-15-02 - PER SITE PLN. =/-2q-O4 PER SITE PLN. '/-12-05 PER SITE PLN. Barrett, Bonacc] & VanWeele, P.C. CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppause, NY 1 I788 TEL 631/435-11 t 1 FAX 631/435-1022 www,bbvpc.com 120 CLIFFSIDE RESORT GREENPORT TOWN OF $OUTHOLD SUFFOLK COUNTY NY LANDSCAPE PLAN CHECgED BY A000445 ~ ~ ~ ~ ~ 34'~4'32' E EROSION CONTROL LEGEND ~ ~ ~ ~ ~;.es' LONQ 18LAND 80UND ~ ~ =.~, 28~210 E N 22'38'26" E N 22~549 E N F / ~ )f~~~A~)~/ / ~ % 70x TALL ~S~ES // ~ ~ /// / ~~~ ~ *~ON C~*OL BLANKET (NOR, AM~ICAN ~,CN S,AW EROSi~ C~,~ BLANKEr ,,5 ~ A, /~ / ~/ + ~ MANUFAC~RFR~ INS~UC~ $rANF ~ 2'X2' STAKES 4' 0.~ / ~~ LIME AND FERTIUZER TO BE APPLIED AND WORKED INTO 1HE TOP IHREE IN'ES Of' 1HE SEEDBED AS FOLLOWS: LIMESTONE TO BE ADDED ONLy IF A SOIL TEST INDICATES A pH BELO~t $,0 IF NECESSARY, PULVERIZED LIMESTONE MASS AREAS TO MAINTAINED Al' A HEIGHT OF BETWEEN TWO AND THREE INCHES TO PREVENT WEED INFESTATION. ~OSION CONTROL BLANKET (NORTH AMERICAN CREEN STRAW EROS/ON CONTROL BLANKET S75 OR APPROVED EOUAL) TO BE INSTAU-ED ON ALL r7NISHFD ~LORES CREATER THAN I0.~ (IN LIEU OF MULCH) OR ${¢-IERE INDICATED. INSTALL AS PER ACC%rS POINT (INDICATRD) PRIOR TO ORADIN~ SEE DE'AIL THIS WEFT. STAPLED rO POSI ..... / +*'"J ~ .,/ / 11. ~LEARIN¢ ~AU- BE LIMI~ ~ ~0~ AREAS ~RR~ Y UNDER ~S~UCR~ ~E C~AC~ / ~ ~ .... -- ..... ~ ~.. , .... t .... / ' ........... / ' / ,,. ~ ~ALL MINIMI~ ~E EXiT ~ ~ARING ~ERE POS~BLE A~ ~ffS/ND/CA ~ ~ ~f PLANS / [ ]'t" ~ ~: ¢ .... / ~AIN ~AU- BE PRO~C~D ~OM DAMA~ OUR/NO c~s~UCE~. C~AC~ ~AU- INSTA~ ,' ' ~ I~'' ' / ~ ~ ' O'~S~UCE~ ~N~ AR~ND ~ TO REMAIN PRI~ ~ ANY ~EARING ~ ERAOIN~ NORTH ROAD ' (C.R. 48) GRAPHIC SCALE ( m ~r) (M/RAN t4~V OR APPRO~-D £OUAL) ,/ SO'M/N, STRAW SILT FENCE DETAIL N..r£ MIN. STABU CONSTRUCTION ENTFIANCE sr,~s 0~.)~ (~ mc~av) BALE BARRIER AT INLETS L21SFURBED AREAS ARE TO BE STAB/L/ZED J~QTH VE~TATIOH (OR OTHER MEASORES CALLED FOR IN TRIS PLAN) SOON AS POSSIBLE A~ let? DISTURBANCE. AlT THE END OF EACH J~2RKIND DAN TRE CONSTRUCTION ENTRANCE SHALL BE SI~SPT CLEAN TO ENSURE NO DEBRIS OR SEDIMENT LEAVES THE AU. ~ AND ~ S~UC~RES ~AU- BE ~EANE~ IN~EC~D, REPAIRED AS NECESSARY AND ANY ~L AND DEBRIS ~LEC~ ~A~ BE REMO~D ~ ~RE ~F S~UC~R~S ~CE~NES~ S¢L AND DEBRIS ~ALL BE Ol~O~ ~ AT A PRIER AIF~R ~L ~K IS ~P~ ALL EX~ S~L~ D~RI~ ~C. SHA~ BE R~O~D ~ ~E ~ A~U- S~PILES ~ S~L AND/~ DKBRIS ~AU- BE ~TAINED ~ A gL ~ Al~ ~P~ARY DIS~RB~ AR~S L~F UN~TA~D F~ M~E ~AN ~ M~S MUST BE STABIUZED ~ ~ MIXES AS STA~D IN NO~ ~o I. TAX MAP N~. ~ 1000, ~0110~ 4~ ~.OOK 0'~ LOT ~1 RE SIONS Barrett, Bonacci & VanWeele, P.C. CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppauge, NY ] 1788 TEL 6311435-1111 FAX 631/435-1022 www.bbvpc.com Amended Site Plan for CLIFFSIDE RESORT GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY EROSION CONTROL PLAN / SMH-2 TO SMH-2E PUMP STATION TO SMH-5 SMH5 TO SMH6 (EXIST.) SMH-4 TO SMH-4A SMH 4 TO SMH-4B -- ~TO~ILE OF FORCE MAIN. SANITARY OEWER PROFILES SCALE: l:=~p' ~. ~ST BOR~G DATA t. C~tmt~ ~dl be ~/. ~ ~e ~g d ~/n~ee~y , ,., , , ~ ~ ,~ ~ / ~ , . · ~ ~ ~ ~~~ I~ ~ ~X~ST~NO ~O~T~NS FOR ~U~LD~NOS B · C ,~~ X--~'~-4' ~-- / '~' ' X ~ ~ ~ ' ' I ~ ¢:"L x k ~ II cA / % . '. " ~': ,. L; ,:, '~-",.. ~~~uS~ /~ ~ J~ '~ /' ~T~,~ (5) ~of~wlng~ ~td~t~ ~=t~tlccu~ te~t I j / , . I ~L rs~ [ ~ Ou~g ~atmct/~, a ~a~tat/m of ~8 mu~t ba p~t to ~ and I I ........ t ~ ~all not ba a~t~ ~ ~ by ~e ~ Un~m~ ~ ~d/~ ~ ~ r ~ ~ s=, ~ MANHOLE __~ TAX MAP No D[STRIOT 1000, 8EO~ON 45, BLOCK 01, LOT 21 OATaH BASIN ~ Jl J STORM DRAIN --D ~vl~lu~ ~ ~..~. B~o..1 II I U/~/~ NE ~0 I I /~ /~ ~ - ] ~ m ~OAO /M~o~r ~N ' / / . ~ I a~/~ ~~ e~ORT I I .... · ~ -- AS PR~A~ BY BA~ B~A~ / / [ CONTOUR ~ ~5-- -- I ~e/og ~ ~_~ I I ~,~ ' / ' / / ?~,.~ rc ~.~a , ~1~ I~11 -- ~ TOP~OT CURB ~RADE /":"~ ~ ~'~,~ I '~~ /~ff SANITARY SEWER PLAN ow..ow .' ~MBER RETAINING WALL o. o, WATER MAIN ~NV ~98 INV E ~56 D~m~ BY ~ DRA~ BY ~ BY DA~ ~ PR~ECT NO, SAN DESIGN TECHNICAL SPECIFICATIONS - WATER MAINS,AND APPURTENANCES 1.0. GENERAL CONDITIONS 2.0 SPECIAL CASTINGS 3.0 GATE VALVES 4.0 HYDRANTS 5.0 WATER MAIN MA ~'RIALS FORCE MAIN FROM PUMP STATION TO SMH-5 DIAME~ BEND 6 1/32 a 7" 8' c 7' 7 (~ NO~ B~ZOW) CATCH BASIN - TYPE 1 THRUST BLOCK DETAILS PIPE TRENCH DETAIL - WATER MAIN ~SFO~A ~V l, PIPE ZONE ~.) ~.) ~) 8.) A A '(APP'. t,/~ CY) C~ -- M~rAR (~/N.-~a~X) / ,-,~- s~ ~a= ~ ~ ,,~,~ ~g .~r ~ m~ WATER SERVICE DETAIL HYDRANT DETAIL ~ ~ ~ L ~E~ ~N~ (~3 NO;E: 14HFN SE~ER UNE$ C~OSS ABOE- WA;ER LINES; ;HE EEV/L~ L/NEE SHALL 8F CONETRUC;'ED OF MAERIALS AND JO/NFS ;HAt ARE E~JIVA~-NT FAER MAiN ErANDARDE OF CON$TRUCTION FO~ ;HE ENI;RE LEN~;H, AND SHAII ~F PRESSURE FEE;TO FO ASSURE ~f/A ~'R;;SH;NESS PR/~ FO WATER/SEWER CROSSING DETAIL NOTF A: CERB INLET- ~/ON/J?DS FT~UNDRY 7~PE' KI022 C~MP~ELI. FOUNDRY D'PES 2~0I OR 25II FINAL ~F CAERNG LEACHING BASIN (ItHE~E APP~C4BIZ) DUAL PIPE TRENCH DETAIL ((~RAVrFY ~EWER & FORCE MAIN') 1-~/4" X ~/4' $1EEL VALVE ANCHORAGE DETAIL MIN. SANITARY SEWER MANHOLE "Y" BRANCH ~.T.S. ASSEMBLY ~ CLEANOUT DETAIL ;H=SH ~NO. sH (AOAPTER AG RE~glIEED). 8'~ RPZ O£ffCE r~src~( / T ~_~r~ SDREOI~ JO' MIN. AIR GAP ~AIN ~r ~ PROPOSED '/HOT BOX",/N~DROCOtff. ~An~ (~) AA~ r-~ / A VAL~ (~.) A ~ rope PIPE TRENCH DETAIL - RCP RPZ IN INSULATED ENCLOSURE SEWER SERVICE CONNECTION 1. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, TRANSPORT, AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H--20 LOADING AT 33'1E COVER CONDITIONS SHOWN ON THE PLANS 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST CONCRETE STRUCTURES SHALL INCLUOE MANUFACTURER'S CERTIFICATION 33'{AT THE STRUCTURES ARE DESIGNED TO WITHSTAND THE LOADS NOTED ABOVE:. · . ALL PRECAST STUCTURES SHALL BE MANUFACTURED WITH ~.-O00 PSi / 2S DAY STRENGTH CONCRETE, TAX MAP NO. DIs'rRIG~ 1000, 8EC'T'ION 48, BLOCK 01, LOT 2.1 REVISIONS 8/25/O3 $f'~A~E rR~Nr PLNr $/21/05 RPE T/~VON 5/8/0,5, RPZ DERAIL · /2/o5 RPZ OFrA/L 7/12/05 RPZ OErAIL Barrett, Bonacci & VanWeele, P.C. CIVIL ENGINEERS/SURVEYORS/PLANNERS l?SA Commerce Drive, Hauppauge, NY 11788 TEL 631/435-1111 FAX 631/435-1022 www.bbvpc.com Amended Site Plan for CLIFFSIDE RESORT GREENRORT TOWN OF SOUTHOLD SUFFOLK COUNTY NY ] DBI~N~ BY ORA~OI BY ~.~,tB BY ] :EA:V WATER MAIN, DRAINAGE AND SANITARY DETAILS 8/7/00 AS SHOWN PROJECT NO. A000446 11971 LOCATION F~LAN TAKEN FR[Ot'I HAG~Tf~Ohl 8~LK coUNTT ~,TL~5, I'~Jl~ EDITION RE~__~UL ~,TO._I__~%_ RE'v'IELU SUFFOLK COUNT% E:)EPARTMENT ESUREAU OF POLLUTION CONTROL ThCee document~ have been reviewed REVIEW ENGINEER SITE DATA AREA OF SITE SANITARY FLOW (MOTEL UNIT) (< 600 S.F. W/ KITCHENEI lb MANAGER'S APARTMENT MOTEL 0FRCE POOL EQUIPMENT ROOM EQUIVALENT POPULATION WATER SUPPLY FLOW TAX MAP NUMBER HYD. CAPACITY OF PUMPING STATION = ANI~CIPATED FLOW FROM PUMP STATION = ANllClPATED FLOW FROM PUMP STA~ION = ANTICIPATED FLOW FROM PUMP STA30N = FLOW PER ALLOWABLE DENSITY = 7.13 ACRES (310,647 SQ.FT.) = 150 GPD X 68 UNITS = 10,200 GPD = 150 GPD X 1 UNIT = 150 GPD = 0.06 GPD X 354 S.F. = 21 GPD = 0.04 GPD X 200 S.F. = 8 CPD = 10,379 SAY 10,500 6PD = 140 PERSONS = 14,000 GPD = 1000-45-01-2.1 12,000 GPD 7,000 GPD (SUMMER) 5,000 GPD (SPRING / FALL) 5oo GPB (~NTER) = 600 6PD / ACRE X 7.13 ACRES = &,278 GALLONS PER DAY =VI = C010-02-0018 = 304-03 = MONTAUK FINE SANDY LOAMS = MfB & MfC (3 - 15 % SLOPES) GROUNDWATER MANAGEMENT ZONE SCDHS REFERENCE NO. ENGINEER'S JOB NO. SOILS 2. 3. 4. 5. -L LIST OF E:)RALLIINE-~5 TITLE PA~E ~E'v'ELOPED AREA 5lTL PLAN PUMPING 6TATION 6lTL PLAN FORCE MAIN PLAN / PROFILE JACK. lNG PiT DETAIL6 FORCE MAIN IDETAIL~ AND APPU~TENAN~E~ ~P STATION DETAIL5 PUMP STATION ELECTRICAL PROPO ,D WASTEWATER CONVEYANCE FACILITIES,' SERVING TH CLIF IDE R RT MOTEL (FORMERLY KNOWN AS BREEZY SOUND) UTHOLD, LON I,SLAND APRIL 30, 2005 FINAL REVISION AUGUST, 2005 OWNER CLIFFSIDE ASSOCIATES cio LSM DEV.ELOPMENT CORP. 45 EAST MAIN STRut:: RIVERHEAD, LONG ISLAND 11901 NAYLOR ENGINEERING', P.C. THREE LONG POND ROAD LAKE PANAMOKA. LONG ISLAND (631') 929-2860 naylor_engineering@ compuserve.,com 11961 JOE~ NO. 5~4-~5 N N JUJN JU.,N I" = ~ JLUN ~2 oF ~ / 4D Eaet Hain ~tr~..et, 2nct Floor ~ T~al~l, Mana~ln~ Par~er (~t) ~5~-55~ (TEL) (Fax) LEG ~N D ~ o"mtlon. POSED D~I~E POOL ~ Z~ III F- II II II 0 III ~o. Revision/issue Dat~ ,43. AS SEE 'V ¥2. 4J J-2 ?IM ¥?. ?0 39. 95 38. 08 1" WA TER TC 40.95 BC 40. ¥5 HousK CONN. /~V V. , 55. 28 ?0' MIN. RIM ¥?.00 F-2 J-? TEST BORING NO. B-2 EXISTIN FOUNI PUMP STA STA 0+21 SE 32. 14 0 ¢'H CL FENCE (BY OTHERS) 3" X 2" REDUCER S TA RIM 39. 07 /NV SW 34. 08 /NV NE 32.39 /NV SE 33.69 0+50 C-3 3 0+85 RIM INV E 34. 34. 35 C-2 1" WA TER (TYP.) ROT. WA '37G1 11455 I+00 TO BE B TEST BORING NO. B-3 _DINGS B & ROT. SA TOP DRAIN BC 3X /NV. FOR :?LDG LP BC 36, 80 D 0 3X ¥0 SC J6. 90 U I LDI/x? O '/2 UN-Ts 220 LF ~ O. 8" OL Zso Pvo 2.77yo 38.40 37. 90 7- d) x 0 0 II II II ~ 0 m Iii mz Z ~No. Revision/Issue Date NA~LO~ ENOINEE~IN~, P.O. La~ Panamo~, N~ ~ (~D ~-2~ (T~I.) (~1} ~2~-2~59 (Fax) ~a~lor ~lne~rln~c~pu,~rve~ ~ Tedal~l, Na.a~ln~ Partner (~31) ~3-5~ (TEL) / ~55-~413 (Fax) J J~ J~ 1" = 1~'-~'~ ~ ~ J~ ~3 or HOUSL' CONN, 47,45 41.00 THROUGH JACKING 12" O STEF. L SLEEVE S2' */- AS PER SCDPLLI STANDARDS. OH CONFIf~fl LOCATION AND IDEF tDEFOI~E tBEGINNING J~C~IN~ OPE~TION CASIN~ 5HALL CLEA~ DATE~ MAIN ~Y AT LEAST ~ INCHE~. · ATE~ MAIN IN~. ELE~. 4%¢¢ FORCE MAIN C~. ELE% 45.42 ST~ 0+00 RIM 52.25 /NV 4~.95 · ,.T" X 2~ REDUCER STA %~ INV NE $2,$~ 0+85 LP BC 2+00 2+50 ELEw. ' ~ ?C 50.88 50. 5B MAIN ENTRY 52 ?C 51.05 52 STATION FORCE M,A, IN PI ,A,N ~IvINGPIT 45.58 (EX/Sr.) 4~. 75 (PROP,,) DHw INV. ELE'V. 32.44 INv. ELE¥. 45.GG -INV. ELE'¢. 3"1.42 ODIN. ELEV. 35~5 LEGEND: 12" ¢ STEEL !EVE MAIN Gt~'.A¥1T¥ SEUJER MAIN UJASTEWATER FORCE MAIN ¢ +¢¢ ¢ *DC I ~¢ 1 +50 2 ~¢ 2 +50 FOf CE F F OFiLP VEf~TICAL SCALE: 112" : I'-C)¢" Pf~(OPOSt~ 5ELUEf~ LINE ELEV. 4~¢ ELE'V. 43.42 PI~tOPOSEID Dt~AINAC=E POOL :OPOSED ELEV. 54.¢¢ II II II 0 , 0 II II II ~ Iii Z ~No. Revision/Issue Date~ ~ Lon~ P~d ~ad La~ Panamo~, N~ ~agl°r~81ne~ln~ec~Pus~ve~ 4D Eaet ~aln Street, 2nd ~lo~r ~ Teda IdT, (&51) &D~-DD~ (Tel.) (&~l) &~5-&41~ (Fax) J~ J~ I" = 2~'-~" 3" SHEETING ALL AROUI'iD $" SHEET1MG ALL A~.OUND -- WHALERS PLANKS I I I I I I I I I Ill 4 PLANKS ........... 0 0 pLAHK~ I I I I I I I I I PLAH ~IOTES: '1') ALL SHEETIHG TO CONFORM TO OSHA STANDARDS AS PER INDUSTRIAL CODE 23, PART d926 2) DEPICTION OF "TYPICAL" JACKING P1T SHEETli'{G 1S FOR INFORMAT1OI'~ ONLY. ACTUAL "MEAH8 AHP METMOPS" TO ~E A~ SELECTED EY TH~ COHT~ACTO~ 3) SUBMIT DETAILED ~HEET1M~ DRAWIM~ AMD CALCUL- AT1OH8, STAMPED ~Y A HY8 LICEHSED P~OFESSIOHAL ~H~IM~ER. PL-AH PLATFORM TO BE CAPABLE OF SUPPORTING 8,000 LBS. PLUS THE WEIGHT OF THE CASING X HON. 8~ VEP.. PITCH BASE PLATFORM TO MATCH SLOPE OF PIPE 23'-OO" PLANKS n 4111 '12" D1A. CAS1NG : , ,, 34'-O6" ,, GRADE SECTIOH SECTIOH .F__C __.IV1HG1HG F::'IT TA1L- Ill >_ IIIIII 0 / II II ~ II I II II ~ I II ~N~. R~v~/i~u~ Dmt~ r NA"r'LOf~ ENGINEEt~INC~, P.C: 3 L,:::~n~ Portal Lak~ Panamoka, Ne~ York IPJ~,I-1~2~, (Tel,) (Fax) ~nac'jl°r-~'~lneerln~;'Jec°mlmu$erve$c~m · WATER / SEWER CRO~,~ING DF=TAll. ~ UNDISTURE~,ED EAR[TH NOTE: THR[UST BLOCK FOR }" caO BENDS AND TEES AR[E SIMILAR EXCEPT BEARING AREA SHALL BE I'-&" S~UARE (0'- ca" T(~_ C ) THRUST BIOCK DETAII BUILDING WITH CELLAR BUILDING ON SLAB WATER SEN[VICE LINE SURFACE WATER[ BUILDING WITH CELLAR[ BUILDING ON SLAB WATER[ SERVICE LINE ~U~ACE ~ATE~ ~LIC ~ATE~ ~ELL ~IVATE ~ELL STORI"I DR.~ NS PROPERT~ LINES SWlMMIN~ POOL - IN GR[OUND TOP OF EMBANK. t'IENT OR[ STEEP SLOPE TO SEPTIC LEACHING SEWER TANK POOL LINE D' IO' --- IO' IO' IO' 'lB' 1OO' SO' 200' 2~' 1~' I~' I~' I~' B~' D~' I~' I~' I~' D' D' I~' 2~' D' D' 2~' 2D' 2D' MIH1MUM HOP-.1Z. ~EPARAT1ON DISTANCES 'R[ENCHING DETAIL INTENDED PR[IMAR[IL¥ FOR WATER[ AND SEWER :ORE MAIN HOLLIE',4ER[ ALL TR[ENCHING TO t~E DONE IN GENR~,L CCTN- :Of~"IANCE WITH GAME. MIN. BURIAL DEPTH FOR[ ELECTR[IC AND ;OMT'1UNICATION LINES SHALL BE 24". FUEL LINE6 TO GEN SET UNDER[ ~EPA~TE C~T~CT. CATL~ NU~E~ FO~ HA~ TAPE A5 ~ETAILED BELO~. ATALC~NO. Dq3~O RJED "CAUTION BURIED SEWER[ LINE BELOW" "CAUTION BUR[lED ~EUJER[ LINE BELOUJ" "CAUTION BURIED ELECTR[IC LINE BELOUJ" "CAUTION BUR[lED G~5.~ LINE tEELOLU" "CAUTION BUR[lED FUEL LINE BELOW" ORANGE "CAUTION BUR[lED COMMUNICATION LINE BELOW" ~" MIN. (TYP.) SPRING LINE \ \ \ \ 12" O LOCKING C~ST IR. ON MANHOLE COVER Le~BAR[ON CAT. No. ~ 2" O SDR ca HOPE 2" O WYE BALL VALVE ~ NIPPLE COMPANION FLANGE -- ~ X ~ O/O U~F -- 3&i' X 3~" X 12"H CONCRETE PAD PEA GR.~VEL 2" O SCH40 kS HOPE / 66 TRANSITION CPLG. TYPICAL fOP. CE MAIN CLEAhtOUT DETAIl I NOTES, L ~PZ ~ILL BE f~EMOVED AND GTORED INGIDE DU~IN~ ·INTER TO P~E~IENT PREEZ~ / VANDALIC. I. I~°Z LUILL BE REMOVED AND STORED INGIDE OURIN~ · INTE~ TO F~EVENT F~EEZI~ / VANDALIGM. RPZ U J/t~,ALL VALVE6 UNION CONNECTIONS, FEBCO, MODEL NON Ff~EEZE, ~ELF DI~5,1NIN~ TAR~::) H I" HO~E 3¢" YARD HYD~.AHT ;~PZ DETA1L ca" OD. c~,, ~" WIDE, O~4" THICK METALLIC TYPE, GPJEEN COLOR[ LLIITH THE WORDS "CAUTION - BURIED SEWER LINE BELOW", IN6TALLED I~," BELOW GRADE (.EETON NAMEPLATE CO. CATALOG NO. 5~55~). / £ / / ASPHALT PAVEMENT PER TOLUN ~TANDARDS REQUIRED IF OPEN CUT MAT ENCR[OACH EXISTING PAVEMENT TO PRJEVENT UNDERMINING) BAC~J=ILL. COMPACT TO 5~ TRENCH WALLS MAT BE SLOPED ABOVE TOP OF PIPE, AT CONTR.,ACTOR'~ OPTION. CLAS6 II ~ITIAL B~K~:ILL. COMPACT TO CaS~ MODIFIED P~OCTOR DENSITY. CLASS II ~AUNCHING, COMPACTED TO MIN. ca5% MODIFIED PROCTOR DENSITY. PIPE TRENCHING DETAIL ]2. 13. ENEF , L NOTES NO PHYSICAL [UOI;~ MAT Pf~::~CEED ON 6lTL UNTIL ~CEIPT ~ NOTICE TO ~CEED 16 ~CEI~D f~O~ THE ~INEE~ ~AID NOTICE ~ILL BE ISSUED I~EDIA~LT UP~ A~OVAL ~ THE CONT- ~CT DOCUMENT~ ~T THE ~ULATO~T ~CIE~. · ITHIN TEN (1~) D~T5 AFTE~ ~CEI~T ~ THE NOTICE TO P~OCEED, CONT~CTO~ ~H~LL ~U~lT TO THE E~INEER= ~) P~ ~CHEDULE B) ~HOP D~ING 6CHEDULE ~CNEDUL~ ~ ~ALUE~ D) CERTIFICATE ~ [N6U~NCE E) E~E~ENCT ~PONEE PLAN ~ITNIN T~N~ (2~) D~T~ AFTE~ ~CEIPT ~ THE NOTICE TO C~T~CTI~ ~FE~NCE ~H~L ~E HELD AT THE ~ICE~ C~FE~NCE ~ILL ~E ATTENDE~ A) CC~ITRACTOR ENGINEER D) SUFFOLK COUNTY DEPART~/ENT OF HEALTH SERVICES E) VILLAGE OF ~ENPORT t~JEPRESENTATIVE CONTt~ACTOR 6HALL Af~NGE FOR UTILITY MAI~OUT6 Pf~IOR TO COMMENCING ANT UJ~R~ AT THE GITE. ALL ~A~OUT~ ~NALL ~E PLOTTED ~ ~CO~ CONT~TO~ ~NALL NOTIPT ENGINEER AND ~GULATO~T ~ENOlE~ AT LEAST 12 WOU~ IN ADVANCE ~ THE GTART ~ PWT~ICAL CONGT~CTIO~ A NOTICE ~ q2 hOU~ ~NALL AL~O ~E ~UI~D ~NEN ~6T~CT[~ ~ME6 AFTER A TEMPO~RT 6HUTDO~. IN CAGE ~ CONFLICT ~ET~EN THE D~ING~, ~PECI~ICATI~, O~ LOCAL CODES, ~UI~M~T~ AND O~INANCE~, THE ~T~ICTE~ ~ THE ~UI~MENT~ ~HALL ~10~ TO ~ILLING, INSTALLED 6U~GU~E ~C~ AND MAIN~ 6HALL ~E INSPECTED AND A~THO~IZED FO~ ~AC~ILLING ~ A ~P~ENTATI~ ~ THOSE ~CIE~ HAVING JUrISD- ICTION. 6AiD ~CIE~ ~NALL ~E NOTIFIED AT LE~T ~E~N~-~ (12) HOU~ IN ADVICE SCHEDULED ~AC~ILLING. ~O~INATE AND ~CNEDMLE ALL ~ ~lTH THE ~ ~ OTHE~ CONT~CTO~ E~ED ON THE ~JECT. NO ~O~ 5HALL ~EGIN ~NTIL ~NO~ D~ING~ FO~ THE A~LICA~LE ~O~TION ~ THE HAVE ~EEN ~U~I~ED TO, ~D A~O~D ~, THE ENGINEE~ ~D ~GULATO~ THE CONTR~CTOf~ ~HALL MAINTAIN ALL ~JECORID DOCUMENT6 ON SITE IN ACCORDANCE LUITN 6HALL ~E PO~D AT ALL TIHE~ IN AN ACCESSIBLE L~ATI~. IN CAGE ~ DIGC~PANCY ~ET~EEN EXISTING ~NDITION6 ~D THE IN~ATI~ C~TAINED IN THE C~T~T DO~H~T~, C~T~TOR 6HALL NOTI~ ENGINEE~ ~D ~UEGT CLA~IFICATI~6 O~ INTE~TATI~ ~EFO~ P~EEDING ~lTH ~ECTED ~ NO VA~IATION~ F~OM THE CONTACT D~UHENT~ 6HALL ~E PEri,ED ~[T~T ANN APP~IATE CHANGE ~E~ PEP- A~D BT THE ENGINEEr, A~D B~ THE ~GULATO~T ~ENCIE6 AND 61~ED BY THE O~E~ F~L ACCEPT~CE ~ THE ~ ~hALL NOT ~E G~NtED UNTIL ALL ~ thE FOLLOWING ITl~ A~ MET: A) ALL ~QU[~D ~NOP D~I~5 AND SUBMITTAL5 NA~ BEEN 5UEMITTED AND AP- hiD ~T THE ~INEE~ AND ~ULATO~T ALL ~CO~ DO~MENT~ INCLUD[~ ~-~UILT PLAN~, CERTIFICATION5 ~ND O~E~'~ / OPE~TO~'~ ~NOP D~IN~ ~ET~ H~ ~EEN ~CEI~D AND ~Pp~ ~T THE ENGINEE~ C) ALL MATERIAL, OPE~TI~I AND PErChANCE TE6TING HA5 ~EEN PE~ED IN TNE P~ENCE ~ ~[~D PA~IE~, AND A~IATE TE~T ~PO~ h~ BUBbleD TO ~D ~CEPTED B~ ThE EN~IN~E~ AND ~LATO~T D) CE~TIFICATE~ ~ COMPLIANCE NA~ ~EEN ~UB~ITTED ~TIN~ THAT TN~ ~ BE~ PE~ED IN ACne.CE ~[Th ThE ~UI~ENT~ ~ THE C~T~CT U~ENT~. CE~TIFICATE~ ~NALL BE ~UB~ITTED BT EACh ~NT~CTO~ AND T~CTO~ EN~ED IN THE PErChANCE ~ ThE ~ ~D 5hALL BE ~I~ED B~ AN T~ ~TATE N~TA~ ~LIC. IT ~NALL BE ThE ~ONT~CT~'~ ~P~NSI~iLITT TO CONDUCT hl~ ~ IN A ~ ~D NON- NA~OU~ ~ANNE~ Th~ CONT~CT~ 5hALL TA~ ALL NECE~A~T E~O~T~ T~ IN~U~ THAT ThE ~lTE AND F~ILITIE~ A~ ~AINTAINED IN A ~AFE ~ONDIT[~N, P~[N~ NO NAZA~ E~PLO~, EN~INEE~ ~D ~ULATO~T ~NEL ~TN AUT~IZED ~E~ TO ThE ~ITE AND THE ~ID~T~ ~ ThE SU~UNDIN~ UJ $TELU TER CONVE'f NCE 5¥5TE 1 NOTE5 IO. 11. 12. ALL FOI~::::E MAIN PIPE ~HALL E~E AET~ D 350, GDR ca, IGCO HIGH DENSITY, 200 P~I AP~OVED EC~UAL, UNLE~6 ~T~ICTE~ ~UI~MENT6 A~ ~TIPULATED fO~ ~PECIAL CONDITI~6. ALL JOINT~ 6HALL BE ~UTT F~ED, COMPLT ~lTN 6U~OLK COUNTT ~TANDA~6 FO~ 6UB-~U~ACE 6E~E DISPOSAL ~Y~T- E~ ~ OTHE~ THAN ~I~LE F~ILT ~IDENCE~, EXCE~ ~E~ ~CIFICALLT P~OVID- ~D fO~ OthE~I~ IN thE C~T~Ct SOLVENTS. ~OVIDE CLAS~ II HAUNC~[~ ~D CL~ Ii BA~ILL PE~ ~I-~ELL ~PEC~ IN ALL PIPE T~CHE~. C~PACT TO 95~ ~ODIFIED ~CTO~ DEN~IT% IN ~" ~A~ LI~. BA~ILL ~AINDE~ ~ ~CH To ~ DEN~I~ IN ~NPA~D A~A~, ~D TO ~ IN PA~D A~. ALL ~ANHOLE~, CHA~E~ ~D CO~ ~HALL BE DE~I~NED FO~ H-2~ ~HEEL · HE~ ~AT~ lINE~ C~O~ ~E~E~, HO~E CONNECTIX6 AND / O~ ~TO~ D~IN~, SEPA~TI~ ~ I~" ~TICALLT SHALL BE ACHIE~D. U~E F~LL (2~') L~TH~ fO~ BOTH PI~ AT C~I~ AND INSTALL ~CH THAT C~51~ 16 AT ~IDPOINT ~ EACH PI~. ~O~IDE I~' ~INI~ HO~IZ~TAL DISTANCE BET~EN PA~LLEL ~E~E~, ~ATE~ ~AIN~ D~IN~ LINEG. ~EE DETAIL, tHl~ D~I~ . ~HOLEB ~HALL ~EEt A~ C41~, EXCEPT AB ~EDED BT THE DEtAIL~ ~ tHl~ P~CA~t CONC~TE ~HALL BE 4~ P~I. ~HOP D~IN~ ~ND CALCULATI~ ~TA~D ~T A P~I~L ENgINEEr, LICENSED IN th~ ~T~TE ~ NE~ TO~, TO CONTAIN COMPLETE IN~ATI~ NECE~T FO~ the FABRICATION AND IN~TAL- LATI~ ~ thE ~CA~T C~C~tE C~T-IN-PLACE C~C~TE to ~E 3~ P~I. ALL ~INFO~CI~ TO ~E A~ A-~B, ~. ALL ~lDED ~l~ FABRIC TO BE ~ I~. CLA~ "B" ~C~tE TO BE 2~ ALL Fo~ TO BE OILED ~IOR to PO~R AND ~O~D. FINI~ED ~ALL~ TO HA~ CLEAN ~U~ACE~ ~D ~T ~E F~E ~ ~T ~PLINTE~ ~D P~OT~I~. ALL LI~IN~ HOLE6 to BE P~PE~T ~O~A~D FLU~H TO · HE~ CHAN~ D~E to FIELD C~DITI~ ~ULT IN ~INO~ ADJU~T tO FOrE ~ln ~D~S, IN ALL CA~E~, ~EPA~tI~ DISTANCE tO ~ATE~ ~AIN ~HALL tA~ P~CEDENCE O~ ~TI~LATED ELEVATI~. ~HEETII~ TTPE AND ~T~D ~HO~ ~ ~A~PLE ONLT ~ PLANNI~ ~PO~E6 ~lTH ~A~ TO NECE~A~T A~AS TO BE ~E~D FO~ ~H ~OEE. 5HOP AND CALC~LATI~6, 5TAM~ ~ A PR~EG~IONAL ~INEER, LIC~GEp IN THE ~T~TE NE~ TO~ ~D ~ TO ~TAIN ~PLE~ I~O~ATI~ NECE~A~ FO~ THE AN~ IN~TALLATI~ ~ ALL 5HEETIN~ AND ~CING FO~ THl~ ~OJECT. Revision/Issue NA'r'LOt ENGINEEf ING, 3 Lon~ pon~ ~ad Lak~ Panamoka, N~ York (,~31) ca2c3-2~,O /Tel.) (,~31) Ca2'=J-2E~,Ca (Fax) By: Job JUN 5 4- 3 JUN A5 5HOLL JUN ~ OF NEMA 4× JUNCTION E~OX FOR CONTROL ~IRING TO PANEL "P" CONTROL CONDUIT IO ~4 IN I-1~" O POf~TAE~LE HOIST MOUNT NEMA 4X DISCONNECT SUJITCNES TO PANEL "P" PO~ER CONDUIT 6 ~lO IN 1-1/2" C TO PANEL CONTROL CONDUIT 2~fl4 IN 3/4"C TO PANEL ALUMIN. .I~NT LI/ POST TO PANEL P 2#14 IN NEMA 4X JUNCTION BOX UNLESS OTHERUJISE INDICATED: CONDUIT SIZE TO I~,E 3/.4" MIN. PO~ER ~JIRIN~ TO E~E '~ ~2 MIN. CONTROL ~IRING TO E~E DBL/ LINK SEAL (TYP.) M~,FH- PUMP e, TA. LLJASTELUATER: PL[MPING 5TTAION PLAN SCALE; If2" = I'-~" PLOW IMDICATOR / E)ATA L-OGGEP~ AUTOMATIC TELEPHOME E)IAL-ER 6" I~ SCHEDULE 40 PVC AIR EXHAUST m/U-BEND, S.E~. E,I~ / ~DENT ~ e6" CC T4B X 48'" DOUBLE LEAF ACCESS DOOR (ROTATED 90' FOR ILLUSTRATION PURPOSES) "E" ~JYE TYPE PVC COATED GALV. STEEL CONDUIT (TYP.) TO pANEL "P" INSTALL CONDUIT 24" i'llN. E~ELOUJ G~:NDE DE~L/ LINK SEAL (TYP.) ONE PAIR PER IBLIND TOP EL. 4O,.61 ~ REINF. (Ae = ¢24S~.IN-/VI=) "LINK-SEAL" (TYP.)% INv. EL. 32.14 CLASS "t~" CONCRETE-~ IST MN JOINT NIGH ~JATER ALARM - 32~O 2nd PUMP ON - PUMP ON - 31.25 ALL PUMPS OFF - 31.¢0 RED. L~. AL~ PO~ER CUT~ - EL. EL. 2 ~,.~O ' . ' , ' ' .... NOTE: E<2ME VERTICAL DISTANCES HAVE E~EEN EXAGERC, TEO~ FOR ~OSE~ ~ ILL~T~Tf~ AND A~ NOT TO ~CALE.~ ~ DO[,UELS e 12" OO 12" LUASTELUATER PUMPING STATION E~ECTION SCALE: lf2" = 1'-OO" EXT. LIGHT ~J/ POST 36" X 3~:," SINGLE LEAF ACCESS DOOR 2" X TO FDL USE f'IANLJFACTUf~JER SUPPLIED CAE~LE "X" 6" (TYP 1'0 ATI KO~I-E~ 2¢k~J / 2b EVA GENERATOR SET )" X = 1S" +/- ~, ~EATER ="' / pLAN TO ATE) 12" TNIC..K CIP CONCRETE PAD EQUIPMENT BA~E (STEEL) ELEVATION X6 -- 6/61~I[LI= TO UTILIT~ C=ENEI~ATOf~ NOTES: ~5 16" CC T~tB OUTDOOR GENEP. ATO~ PAD DETAIL SCALE: NONE E~LOpE TO DP~iN SUPPORT PIPE FLOLU METER 2-PARTS FISHER PORTEf~ IOD~II METER BODY ELECtrONICS IN PANEL HITH PIERS AS RE~'D Gf~VEL DP. AIN DOL~E~LE LEAF ACOE$5 DO0~ TYPICAL OONCt~.ETE PIEt~ DETAIL PUMp .~TATION NOTE~: Z IIIz L) 04 z Ill 0 I Z NO. Revision/issue Date (631) '~29-2~,6¢ (T~l.) (631) =J29-2~ (Fax) G~.IR=SIDE ASSOCIATES / E~REEZY SOL~4D 45 Eaet Main f:~.re~., 2ncl Floor Rlverh~acl, Neu~ York I1~1 fc~m Te~alcll, blana~l~ part~r (631) 653-55E~S (T~l.) (631) 653-6413 (Fax) JLUN 304-03 JLUN A~ 5NOUJN MASTER: ELEC:TR:[CAL E~gq"IBOL LIST ~) [] JUNCTION ~OX E~A~IO 5INGLE LINE DIAE~f~AM L Fq ' I PUMp STATION PANEL ("P" PUMP CONTF2,OL) SCHEDULE t2e / 2~ VOLT, 3 PHA~E, 4 WIRE * GEO..IND Pf~OPOSE:D MAIN DISTt~IE~LITION PANEL "E" (EMERC=ENC'Y ESU6) L N '11- f=UIflP ,NJTO E, ELECT LLJI~IN~ ~l~f~,~f"l NO. 1 = PUMPS ~ENEf~AL ELECTR:ICAL NOTE~,: LI~HTIN~ 5CFIEDULE I ALAt~J"I SCHEDULE - AUTOMATIC TELEPHONE DIALE~ (1~ POINT) CI-I~t~EL OONDITION ~L CONDITION NA'T'LO~ EN~INEEf~IN~, P.C. ~, Lc~n~ pc~ncl Lak,s Panamc~c,a, N~J 'cork, (~,31) 52=J-2&~,O (*TEL) (~,E,I) =J2c3-2B. SeJ (Fax) ~na ylor _e~n~lneerln~ ecompuserve~can ~ CLIFFSIDE ASSOCIATES / BREEZg' SOUND 4S Eaet Main Street, 2not Ploor R:lverhead, N~u T~rk IIS01 ~ Tedaldl, Mana~ln~ Parm~ [m oltinld, the ol~ring eng~ier eholl ofl'm to tl~ [tMn oltemd