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HomeMy WebLinkAboutTruss117'4" BEARING LEGEND 16`-10`° A.F.F SCALE: 3/16" BUILDING TYPE 2 THIS AREA NOT PER PLANS EJ7 - DETAIL PARTIAL KITCHEN s 12 ' — /' CLNI 0 11 ` -0.. 1 � I 7.71112 ------------------- - - - - - - t I 3 5 00 �i e 4`' g " -' CLNG VAULTS TO 19' -10°° i SECTION A -A --Lz ----------- ------------ ® 4.45 SECT I Orl g -B C� CLNG VAULTS, TO 19'-10" CUSTOMER RESPONSIBILITIES: The design speclflcation and Installation of oil uplift connectors. Hangers supplled by. S.L.T.C. ore deal nod For gravlt9 loads only. AddltlonQl strapping may be required to sattfy t s uplift oonnectlon. HII Yruse to beam, fru%u to wail, beam to Wall, beam To post connections and any speclalty hongers not normollyy stooked bg S.L. T.C. The purchase on Installation oP anyy permanent bracing re% irsd by the truss design and/or the engineer ® record and or the building department To. provide Q suitable flat unobstructed area to unload trusses and to provide access and egress to Ouch an area. To ereot all truss oom®hents In accordance with the Truss Plate Institute publication HIS-91 and to seek prbFeselonol help and advice on any questions prior to the erection of the truse®dcomponents. Olsololmers 00 not cut or alter any truss without consulting a designer at S.L.T.C. First. Any party who outs or damoges a Truss shall be reaposfble For the cost of the -required engineering design and repair oFthe truss. No book charges will be aaoepted unless approved in writing by an officer of S.L.T.C. Failure to seek the resolution of a problem untilafter the roof Is shingled or the dr4wall Is installed shall constitute acoeptance of The problem by the customer and The customer shall bear Total Finana lal responsibility to resolve the problem. For on oonri lot between This sett tngg pion and the Ind ividuol engineered drawings, the I nd fv idual enpsneered draw Ing wi I take preoedenoe. Some dropped soFIts may be shipped loose to avoid breakage. Installation remains the reeponstbility of the carpenter. Refer to the individual engineering sheets For installation Instructions. RESPONSIBILITIES OF THE BUILDING DESIGNER= TO PROVIDER BRACING PLAN FOR THE STRUCTURAL INDEPENDENT OF THE INDIVIDUAL TRUSS BRACING REQUIREMENTS. BRACING REQUIRED BY THE INDIVIDUAL TRUSS COMPONENTS IS TO OVERCOME BENDING ON SPECIFIC COMPRESSION MEMBERS DUE TO GRAVITY OR WIND LOADS AND SHOULD NOT BE CONFUSED WITH THE BRACING REQUIREMENTS OF THE BUILDING STRUCTURE. TYPICAL END DETAIL 12 2 ----- --- 2x2 NRILERS = BY SLT TO PIGGYBACK TRUSSES i 1 �. � 1 i — -- - e_• - --------- -------- ------------- o I --- - - - --- ------------------- TRUSS CS N 12 o { UI O i I 3 ti 5 T m i CLNG 0 t36" FROM TIE BEAM tC 13 J I TOP 19' -!0" TRUSSES HAVE 1122 1/2" BIRA G� �CANTILIEVER I I� l� F^--4' 4" 10' 0"13 16' 7'3 16 -10" BRG SPAN I� SHEET CD H CD 2 U 11 U J w Ul O J-IJJC1- mi O O JC)JO I- si . J UUUU O o Ld it Ld I- Q # N O O , J rD LL ........ 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(1) Apportionment of responsibilities between Structural Engineer of Record (Building Designer) and Delegated Engineer (Truss Designer) shall be as set forth in Chapter 2 of ANSI/TPI 1-1995. (2) In the case of a truss design package, a cover or index sheet may be signed and sealed in lieu of signing and sealing each individual sheet, provided that the cover or index sheet contains the following information: (a) The name, address and license number of the Engineer of Record for the truss design package. (b) Identification of the project, name of the authority having jurisdiction (City, County), the loads, and the name and date of the applicable building code that the truss design is intended to meet and all loads imposed on the structure. (c) Truss engineering design criteria with full identification of the source of the criteria. The source will be either the Engineer of Record (if there is an Engineer of Record for the structural engineering documents), or the engineer employed by the truss manufacturer. If there is an Engineer of Record for the structural engineering documents, that engineer shall be identified with his/her name, license number and address, along with a checkmark to ensure that the drawings have been reviewed as required by Rule 61 G15-30.006(3). (d) A truss layout plan by the Engineer of Record showing the location and designation of each component. (e) Identification of the computer program used for engineering the trusses. (f) An index of the attached drawings. The naming and numbering system utilized for the drawings shall be clear as to how many drawings there are in the set and the date of each of these drawings. (g) Each of the drawings in the package shall bear a title block bearing the printed name, address, and license number of the Engineer of Record for the truss design, and the date of the drawing. Specific Authority 471.033(2), 471.008 FS. Law Implemented 471.033(t)(g) FS. History —New 1-26-93, Formerly 2111-31.003, Amended 6-16-99.3-22-01. 10331 LENNARD RD. PT. ST. LUCIE, FL. 34952 PH: 561-335-3207 PH: 888- 758- 7877 FAX- 561-335-3209 hl EMAIL: sltruss@msn.com ST LUCIE TRUSS CORP. "QUA L I T Y AND SERVICE IS WHA T WE SELL" QUALITY MANUFACTURERS OF ALPINE"ROOF AND FLOOR TRUSSES WOOD AND STEEL JOB A 13647-12 CUSTOMER. RICH PROPERTIES SALESMAN: CHARD EDGE UNIT 12 / SAVANNA CLUB R. Bart Henry President 0" ST. LUCIE _71"14 %4_it:� TRUSS CORP. LENNARD RD. (561) 335.32W TSAINT LUaE FL 34952 FAX (56I) 335-3209 sltruss@msn.cotn Contractor / Builder: RICH PROPERTIES Rex Collins Production Manager Scott Remick Engineering Manager Project Name and Address: SAVANNA CLUB / UNIT 12 / PORT SAINT LUCIE • Model:. Lot: Blk: Sect: Occupancy: SFR Multi -Family County: SAINT LUCIE COUNTY Truss Company: St. Lucie Truss Corporation Commercial X Industrial Engineering. Software: Alpine Engineered Products, Inc. VIEW Version 4.00.1219.16 STATEMENT: I certify that the engineering for the trusses listed on the attached index sheet have been designed and checked for compliance with the Standard Building Code 1997. The truss system has been designed to provide adequate resistance to wind loads and forces as required by one of the following provisions: Design Criteria: X SBCCI 1997, 110 MPH Top chord live load: 20.0 PSF ASCE 7-93, MPH Top chord dead load: 7.0 PSF ASCE 7-95, MPH Bottom chord dead load: 10.0 PSF ASCE 7-98, MPH Bottom chord live load: 0.0 PSF Total: 37.0 PSF Engineer: John C. Weber Duration Factor: 1.25 Address: 10331 Lennard Rd. Mean Height: Port St. Lucie, Fl. 34952 Attached is an index sheet submitted in accordance with the Department of Professional Engineering, Tallahassee, Fl. Engineering sheets are photocopies of the original design and approved by me. As witness by my. seal, I hereby certified that the above information is true and correct to the best of my knowledge and belief. Name: John C. Weber P. E. Certification #: 17455 Date: QUALI7T AND SERVICE IS IVHA7' IVI. SELL ST. LUCIE TRUSS CORPORATION PAGE 1 Engineering Package Index Sheet Job Number 13647-12 This index sheet lists, in numerical order, the Customer Name: RICH PROP. drawings as they appear within this bound pkg. Job Name . SAVANNA CLUB - 12 UNIT As per Florida Law (copy included,) the seal on Job Location : 12 UNIT the last page of this index is used in lieu of signing and sealing each individual sheet. Pq# Page I.D. Dwq Date Qty Span Pitch Notes 1. Cover Sheet 2. Cert. Form 3. Bklet Indx 4. Shipper Pkg. -- 5. Shipper Pkg. •6. Shipper Pkg. 7. Shipper Pkg. 8. Shipper Pkg. 9. Shipper Pkg. 10. Shipper Pkg. 11. 12. 13. PB1 14. PB3 15. PB2 16. PB4 17. PB5 18. PB10 19 . PB9 20. PB8 21. PB7 22. PB6 23. Al 24. A2 25. A3 26. A4 27. A5 28. A6 29. A7 30. A8 31. A9 32. AA1 33. AA2 34. AA3 35. B1 36. C1 37. C2 38. C3 39. I C4 40. C4B 41. C5 42 . 1 C6 Non. App. Non. App. Non. App. Non. App. Non. App. Non. App. Non. App. Non. App. Non. App. Non. App. Non. App. Non. App. 9=7-2001 9-7-2001 9-7-2001 _ 9-7-2001 9-7-2001 __.. 9-7-2001 9-7-2001 9-7-2001 -- 9-7-2001 9-7-2001 9-7-2001 _ 9-7-2001- -_ 9-7-2001 9-7-2001 _ 9-7-2001 9-7-2001 _ 9-7-2001 9-7-2001 9-7-2001 _ 9-7-2001 9-7-2001 _ 9-7-2001 9-7-2001__ 9-7-2001 9-7-2001 -- 9-7-2001 9-7-2001 9-7-2001 9-7-2001 - a-7-9nni � 1 � 1 --- 1 . 36 2 -� 2 2 4 4 _ 4 -- 4- --� 4 2 ---- 2- __ 2 ---- 6 8 -- -- -4 6 2 -- T-- - 2 4 - -I --- 18, 5.00 /12 18, 5.00 /12 18' 5.00 /12 18' 5:00 /12 _ 18' 5.00 /12 819118 5.00 /12 819118 5.00 /12 819118 5.00 /12 819118 5.00 /12 8' 9"8 5.00 /12 31110118 5.00 /12 31110118 5.00 /12 31110118 5.00 /12 31110118 5.00 /12 31110118 5.00 /12 31110118 .5.00 /12 31110118 .5.00 /12 31110118 5.00 /12 31110118 5.00 /12 31110118 5.00 /12 31110118 5.00 /12 311101k8 5.00 /12 32' 5.00 /12 31110118 5.00 /12 31110118 5.00 /12 31110118 5.00 /12 31110118 5.00/12 31110118 5.00 /12 31110118 5.00 /12 121 11 n110 = nn /1 0 ST. LUCIE TRUSS CORPORATION PAGE 2 Engineering Package Index Sheet Job Number . 13647-12 This index sheet lists, in numerical order, the Customer Name: RICH PROP. drawings as they appear within this bound pkg. Job Name SAVANNA CLUB - 12 UNIT As per Florida Law (copy included,) the seal on Job Location 12 UNIT the last page of this index is used in lieu of signing and sealing each individual sheet. g# Page I.D. Dwg Date Qty., Span Pitch Notes . } [43 4. C7 C8 9-7-2001 9-7-2001 2 8 31'10"8 31110118 5.00 /12 5.00/12 ° 8F Certificate 17455 Johff C'lar We V19C r 1 C8A 9-7-2001 _ 2 31110118 5.00/12 _45 C10 9-7-2001 2 31'10"8 5.00/12 47. C11 9-7-2001 2 31110118 5.00/12 146. 48.1 D2 9-7-2001 6 -_� 32' _ 5.00/12 49 . D3 9-7-2001 2 1321 _ 5.00/12 50 . I D4 9-7-2001 8 32' 5.00 /12 _51-_E1 9-7-2001 6 16' _ 5.00 /12 52. E2 9-7-2001 6 16' _ 5.00/12 53 [54 FT1 9-7-2001 _ 1 321711 4 0.00 /12 . FT2 9-7-2001 1 16' _ 0.00 /12 . FT3 9-7-200.1 1 23' 5.00 /12 _5_5 56 . 57 . 58. FT4 9-7-2001 _ 1 { 22' 11"4 5.00 /12 FT5 FT6 9-7-2001 9-7-2001 _ 1 _ +10, 110, _ 5.00 /12 5.00 /12 59. 60. G1 _ 9-7-2001 _1 1 - _ 101811 _ 5.00 /12 G2 9-7-2001 2 110'8" 5.00/12 61. G3 9-7-2001 1 1 '8" 5.00/12 62.1 FGl 9-7-2001 4 J. 8' 8" 0 .00 /12 63. HJ7 9-7-2001 4 9' 10"1 _ 3.54 /12 64. EJ7 9-7-2001 36 - 7' 5. 00 /12' 65. 66. EJ71 EJ72 9-7-2001 9-7-2001 10 7' _ 2 - -�7 5.00/12 5.00/12 67 . EJ73 9-7-2001 4 i 7' -- 5.00/12 68 . CJ5 9-7-2001 8 j 5' 5.00/12 69. CJ3 9-7-2001 8 +' 3' 5.00/12 70 . CJl 9-7-2001 8 11' -8' 5.00/12 71 . 72 . PB7 9-7-2001 2 -- 11"4 5.00/12 V12 9-7-2001 6 12' 5.00/12 73. V4 9-7-2001 8 5.00 /12 74 . V8 9-7-2001 ___I.4_' 8 �8' 5.00/12 _75. Layout Non. app . STOP! BEFORE PROCEEDING VERIFY THAT THE TRUSS SETTING PLAN IS MARKED "FINAL" IF YOUR SETTING PLAN IS MARKED PRELIMINARY YOU HAVE THE WRONG PLAN. PLEASE CALL ST. LUCIE TRUSS AT (561) 335-3207 AND WE WILL ARRANGE TO GET YOU THE CORRECT TRUSS SETTING PLAN. USING THE WRONG PLAN COULD COST YOU TIME AND MONEY. St. Lucie Truss Corp. 10331 Leennafd Rd., Port St. Lucie, FL 34952 Ph. (5633 1) 5-3207 Fax (561)-335-3209 E-mail sltr0ss@tcoast.4ez.com January 4.2001 Re: Lateral bracing, `T' bracing! and Scab bracing To Whom It May Concern: The individual engineering, sheets as provided by St. Lucie Truss Corp. may not always reflect the true bracing method required by the individual truss. Currently, truss webs are braced using one of three methods, continuous lateral bracing, `T' bracing, and scab bracing. Scab.bracing is the strongest method of bracing a truss and may be used instead of `T' bracing and lateral bracing. Scab bracing always follows these criteria: 1.) The scab material must be the same size and grade of the web being braced. 2.) The scab may be installed to either face of the web for 80% of the web length using 10d nails 4" O.C. 3.) When scab bracing is specified on the engineering, no other method may, be used. 4.) Scab bracing maybe substituted for `T' bracing and lateral bracing. `T' bracing is the next strongest method of bracing and may be substituted for lateral bracing only. Generally, a `T' brace consists of a 1x4 installed on either 1%" edge of the web. If a web is specified for two lateral braces then either two lx4 `T' braces or a 2x4 `T' brace may be substituted. `T' braces follow these criteria: 1.) The `T' brace must posses the same structural characteristics of the web being braced, lx4 #3 pine or equal or 2x4 SPF. 2.) `T' braces maybe installed to either edge of the web and must be 80% of the web length. 3.) IA `T' braces must be installed using 8d nails 4" O.C. minimum. 4.) 2x4 `T' braces must be installed using 10d nails 4" O,C. minimum. 5.) 'T' braces may be substituted for lateral braces. Continuous lateral bracing is the 17ost economical method of bracing a roof system. This method may only be used when there are at least three trusses possessing the same web or web pattern in a continuous line. Lateral bracing follow these criteria: 1.) The lateral brace must posses the same structural characteristics of the web being braced, Ix4 43 pine or equal or 2x4 SPF. . 2.) The lateral brace must be installed as close -to the center of the web as possible using two 8d nails at each web. 3.) When two lateral braces are specified; locate them at the third points of the web. 4:) Lateral bracing may be installed to either edge of the web. My regaids, I <• X;,� 'chard B. Henry \ _ --- President Flo, l y5 STATE OF _= r r �i . <•<•<• RED `d/1'I/IHIN61t�`�, St. Lucie Truss Corp. Standard Stock Simpson Roof Hangers �+^v�''r � � :.:: � d i •v � �` � a � 3 � £.�. x, r &���at �v�s� a�x'^a s, ,,�.12 � i � sS P S � HAI`dIER °s £ GER� GRAa TY �1xpYlIFT5r 4NAIrES iN TAIL5 �N , x � t" yai -� F.c KEY z R TWPE,R GOAD E LOAD K £ TR[7SS GTRDER . � � � A HUS 26 3315 1550 6-16d 14-16d B. HUS28 `� 35'70' 2000< � 8 A�136dt K �� 22 �16d °> C HHUS26-2 3440 1550 6-16d 14-16d D;s' HHUS28 2}5180 2000 8'�16d ` 22 16d E HGUS26-2 4835 2000 8-16d 20-16d F; HGUS2S r2 ' , 8000 2650 `10 L6'd 36 1'6d` G HGUS210-2 8325 3415 12-16d 46-16d H HGUS210 3 zz 8665 3415 12 1J6d 46 1:6d 1, L,SIJ26 800 x 485 5 ` 1 Odxl`�/z' 6 10d x J LSSU28 1480 485 5-10dxl '/2" 10-10d `� = LS�tT210�.�� � 31480 - s 7,�30 s 7 l�Odx1 1/2" 10 lOd L LSSU410 3190 1150 12-10dxl V2" 18-16d y E `« �; s,, �' ¢� € °.. r � F� � ' ta� }aw � ^ : .1,�'� r�": q�raF< :� ; r 5. � . �x` r;.' t ..� d: t' ' 3Ktu �• aY � �t< . ` � k::;� � `- M U24 590 240 2-10dx1 '/2" 4-16d . 4N U26yF ` 89:Q'z�j< a 'N480 4 r10dx11/�",�g 6�1`6yd G S`UZ26N� k�92'0 �6.25 6Y1Odxr l��/2 6 16"d, P SUL26 920� 625 6-1Odxl1/2" �6-16d R HSUL410 3095 930 6-16D 20-16D ROGE LINE O + O HIP FILL INSTALLATION I; I_____ ---PIGGY BACK LO•E I \ I PIGGY BACK TRU50 I GABBIER. TRU55 ifm ' V17tr� DESIGN GRITERIA TGDL 1 5P5F HT, 15 FT. DGLL OPSF GODS:55OGG DGDL i OPSF Iggl TOTAL 55P5F V-6 1/2' GD.X. PLYWOOD GUSSET. AT EAG-I HEEL, EACH FAX --AND 46' O.C. ALONG SPAN NAL...WITH 4 6I NAL-2 EACH FACE, EACH-NEM9ER. ALL PLATES %HALL BE MTEK 206A, MAtAXAGTURED FROM ASTM A446 GRADE A. GALVANIZED STEEL, EXCEPT A5 SHOWN OTI EKWISE PLATES MJ`2T BE NSTALLED ON BOTH FACES OF JMT5 AND LOCATED SYMMETRIGAKKY, EXCEPT A5 SHOWN OTI ERWSE. DESIGN 5TA DARDS CONFORM TO APPLICABLE PROVISIONS OF N05 4 TPI NOTE: TRU55E5 SHALL BE HANDLED, ERECTED AND BRACED N ACCORDANCE WITH HD-9' AND 1-ET-90' BY TPI. 5EE TH15 DEAN FOR SPECIAL PERMANENT BRAGNG REOUIM ENT5. ALL TOP CHORDS SHALL VE LATERALLY ®RACED WITH PROPERLY ATTACHED PLYWOOD SHEATHNG AND BOTTOM GHOKDS WITH RIGD GELNG UtLE55 NOTED OTH`RW15E, DO NOT USE TH15 DRAWING FOR FRE RETARDENT DE A".- No.174;i1- TRUSS (CORP. 10331 LENNARD ROAD, PT. ST. LUCIE. FL 34952 (407) 335-3207 6ADLE TRU55. 5TL )5 24' O.L. o a docr�.(d �RcsoR(p(pr0R(o GGY BALK c5Y5TEM FOR PIGGY DAGKED 111 )TAL-ATIOPII`_) / 2.4 I'M-1.15 3(.' D.L. MAX DO NOT EXTEND DRAGII\JG INTO �( PIGGY DAGK TRUS �E5 U ONE -X' DRACE AT THE PEAK AND 48' ON CENTER OTHERWISE 4A ITC THE GRALE VERTICAL Fi 4d' OR LESS IJ LENGTH. NAL USING 2 I(,d NIALS AT EACH IJTERSELTED MEMBER. TYFIGAL LADLE END MAGING DETAIL DfZOF OK STANDARD LADLE D ALL DRACNG AND BLOLKNG SHALL BE 4r2 OR BETTER I-EM-FR. 2) WHERE L' DRALE 15 REOURED THE L' BRACE SHALL DE NAILED TO THE 5TLD WITH Ibd COMNM AT 4' ON CENTER. 3) WHERE 'T' DRALE 6 REO1 IRED THE 'T' BRACE SHALL DE NAILED TO TI-E DIAGONAL WITH 16J COMMONS AT (.' ON CENTER. 4) WIND LOAD DASED ON ENCLOSED 5TRULTLRE. VC'71UN GKI I MIA A TGLL 3OP5F VEL. 12OMFH TGDL 15P5F HT. 15 FT. DGLL OP5F CODE:55DGG DGDL 1 OF5F 1991 TOTAL 55P5F MAX. TUD LENGTH R.ECUP.ED BRACI.16 Y-8' NO DKACI•JG RECUrED 7'-0' 2.4 'L' DRALE 8' 4' 2-2.4 L' BRALE5 10•-6 2.4 DIACt BRACE AND 2.4 BLOCK 0 4-I6d C•OM, (DIAG TO 5TUD) 2 3-I6d COM. (TP.U55 TO DLOCK) 3 4-Ibd COIL (DIA6 TO BLOCK) 9 9 Bd COM, (BLOCK TO PLYWOOD) _6• 2.4 DIAL BRACE AND 2.4 BLOCK 'T' BRACE AND 2.4 BLOCK 15-Ibd COM (PIA6. TO L' BRACE) 2 3-I6J GOM. (TRU55 TO BLOCK) 3 5-I(,d COM (DIAL. TO BLOCK) 4 5-Bd COM (BLOCK. TO PLYWOOD) 13'-6' 20 DIA& BRACE AND Z.4 BLOCK "T' BRACE AND 2.4 BLOCK kI5-Ibd COM. (DIAG: TO L' BRACE) 2 3-16J COM, /TRL(S5 TO DLOCK) 3 5-16d COM IDIAG TU BLO ,'41-;-AA LOM (BLOCK a !f/, l�Tul t � T� OR ALL PLATES SHALL DE MITEK ZOGA, MA LIFACTURED FROM ASTM A446 GRADE A, -° !/O `'°`°'`°° r`b ti•` GALVANIZED STEEL, EXCEPT AS SHOWN OTHERWI5E. PLATE5 MJ5T DE N5TALLED ON BOTH FACES OF JONT5 AND LOCATED 5YMMETRIGAKKY, EXCEPT A5 5HOWN !�P OTHERWISE. DESIGN 5TANDARD5 CONFORM TO APPLICABLE PROVI510N5 OF N05 4 TM, 1 ST. ILUCIIIE NOTE: TRU55E5 SHALL BE HANDLED, ERECTED AND BRACED 14 ACCORDANCE WITH TRUSS CORP.' NB-q' AND 1fT-80' BY TFN 5EE TH15 DESIGN FOR 5PELIAL PERMANENT DRAWING REOURENf-NT5. ALL TOP CHORDS 5HALL DE LATERALLY BRACED WITH PROPERLY 10331 LENNARD ROAD ATTACHED PLYWOOD SHEATHNG AND BOTTOM 01ORD5 WITH RW CEILING UNLE55 PT ST. LUCIE. FL 34952 NOTED OTHERWI5E. DO NOT USE TH5 DRAWING FOR FIRE RETARDENT DE51GN5. 14071 335-2207 GABLE �4 LEDGER (m.H..d(Kor.d E n cg'D n � c� r,.Dn EOF VAULT GEL-INUc�) AT G.ADL-E ENDS `)PANS NOT TO. EXGEED. 18' '0" DEf TH NOT TO EXCEED 16'-0" PITGH NOT G�EATEP THAN 6/12 FOR PIGGY 6AGKED lN5TALLATI0IJ DO NOT EXTEND BP.A611\16 VITO i PIGGY 15AGK TRU.55E5. ONE 'X' BRACE AT THE PEAK AND 48' ON CENTER OTHERWISE UNTL THE LADLE VERTICAL IS 46 OR LESS N LENGTH NAI USN(3 Z 16d NALS AT EACH INTERSECTED NENYEK TYPIGAL GA6LE END 6RAGIN6 DETAIL DROP OK STANDARD GABLE U ALL BRAC(VG AND OLOCKNG SHALL BE M2 OR BETTER HEM-FIR.2) WHERE L' -RAGE IS REOUIRED THE L' BRACE SHALL DE NAILED TO THE 5TL0 WITH 16d COMMON AT 4' ON CENTER. 3) WHERE 'T' BRACE IS RELL ED THE 'T' BRACE SHAVE NAILED TO THE DIAGONAL WITH IQ COMMONS AT V ON CENTER. 4) WIND LOAD DASED ON ENCLOSED STRUGTLRE. TGL- 30F5F VCL. 120MPH TGDL 15P5F HT. 15 FT. DGLL OP5F GODE:55DGG DGDL 1 OPSF 19g1 TOTAL 55P5F MAX. TUD LENGTH REOLIRED DRALIJG - Y=8' -NO-6RACh16-P.Ea)FED 7'-0' 2x4 'L' BRACE 2-214 L' DRAGES 1O_8• ?Al DIAL. E%RACE Al --ID Zx4 M-661c 14-I6J GOM IDIAG. TO STUD) 2 3-16J COM. (TRUSS TO BLOCK) 3 4-16J COM. (DIAL. TO DLOCK) 4 4-8d COM. (BLOCK TO -PLYWOOD) 1'-6' 20 DIAG bPACE AI ID 2.4 C:LOGY. 'T' BP.ACE AND 2.4 Bl-OGr. ---_ -- 15-I6J COM (DIAL. TO l= (5RACE) 2 3-16d COM (TRUSS TO BLOCK) 3 5-IGJ COM. (DIAL. TO MOCK) 4 5-8d COM (-LOCK TO PLYWOOD) 13•_6• 2x4 VIA& EjRACE AND 2.4 DLOCK. - 'T' BRACE AND 2.4 BLOCK 1 5-16d COM IDIAG. TO L' DRAGE)••.r 3-I6d GOM !TRUSS TO BJ, H32 5 16d COM IDIAG. TO G) ° 9 5-Bd GONL (-LOCK ALL PLATES SHALL DE MITEK 206A, MA14,1FACTURED FROM ASTM, A446 GRADE A, GALVANZED STEEL, EXCEPT AS SHOWN OTHERWISE. PLATES MUST BE INSTALLED ON DOTH FACES OF JOINTS AND LOCATED SYMMETRICAKKY, EXCEPT AS SHOWN ' OTHERWISE. DESIGN 5TANDARO5 CONFORM TO APPUGADLE PROVISIONS OF NDS 4 TPL NOTE: TRUSSES SHALL DE HANDLED, ERECTED AND BRACED IN ACCORDANCE WITH' ND-9' AND 1-ET-89 DY TPI. SEE THIS DESIGN FOR SPECIAL PERMANENT BRACING RECIUREMENTS. ALL TOP CHORDS SHALL DE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD 51 EATHNG AND DOTTOM CHORDS WITH RIGD CELNG UNLESS NOTED OTIERWISE. ' DO NOT USE TH5 DRAWING FOR FIRE RETARDENT DE516145. �.o r 9• _"" � ..:� .tip ST. LUCIIFlllas—i TRUSS CORP. 10331 LENNARD ROAD PT. ST. LUCIE. FL 34952 [407) 335-3207 STEPDOWN CORDER SET 2 TYI TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4. SO. PINE #2 N WEBS 2X4 SO. PINE #3 7 HIPJACK TOP CHORD LUMBER GRADE 5 CORNER SET SETBACK " 7' 00 3 1' MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10.PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 #2 2 DENSE OR 1 N 2-00-00 2-09-15 1 2 DENSE PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT: 350# 200# BRG LOC: + ++ UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 (100) MPH. MEAN HGT=17.5 (30.0) FT. ENCLOSED. (SBC) PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT: 580# 430# BRG LOC: + ++ UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND• SPEED=120 MPH. MEAN HGT=22.6 FT. ENCLOSED. (SBC) J1 J3 J5 ## J7 ## .0 12TO # 6.00 ITEM ++ # # # # V 1 3 1 5 7- R=463#, W=3.50" END AND CORNER JACKS Y A ALPINE AND HJ **0 P OR COMMON T 2 HIRUSS # 1 HIP TRUSS J5 Q 7 7AJ1 J 1 J3 J5 J7 J7 J7 J' J *** 1 �j b Y 2' TYP. +++ OPTIONAL VERTICAL WEB. USE W1.5X4 AT. BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. * (2) 16d TOENAILS II #* (3) 16d TOENAILS 2.12 12 WZX4 Z. 24 I , W2X5 I W3X4 # + �I +++ 3/4' I - I HIPJA�I(�T11111I��""1ufI *** 1 �j b Y 2' TYP. +++ OPTIONAL VERTICAL WEB. USE W1.5X4 AT. BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. * (2) 16d TOENAILS II #* (3) 16d TOENAILS 2.12 12 WZX4 Z. 24 I , W2X5 I W3X4 # + �I +++ 3/4' I - I HIPJA�I(�T11111I��""1ufI THIS DRAWING REPLACES ///�� DRAWING HL'11795029 IING, HANDLING, SHIPPING, INSTALLING TC LL 30 MAX PSF REF 7' STBK CS 0 BRACING), PUBLISHED BY TPI (TRUSS t DATE 06/25/99 WL 53719) FOR SAFETY PRACTICES SE INDICATED, TDP CHORD SHALL HAV� DL 15 MAX PSF DRwG CS7SBK3A0699 ZD SHALL,HAVE A PROPERLY ATTACHE R N TO THE INSTALLATION CONTRACTOR., - $ DL 10 PSF 1BLE FOR ANY DEVIATION FROM THIS= NCE WITH TPI; OR FABRICATING, DESIGN CONFORMS WITH APPLICAH AUG 2 2U�1 % BE L L 0 PSF -ENG SJP KAR / ]SHED BY THE AMMA653 FOREST AN IE OF 20GA ASTM A653 GR40 GALV. TEE T$T.LD. 55 MAX PSF TRUSS AND, UNLESS OTHERWISE LOC THE SEAL ON THIS DRAWING INDIC _ State I]f •(` $URIAC. 1.33 f SOLELY FOR THE TRUSS COMPONENT VENT FOR ANY PARTICULAR BUILDING NS /TP - 9 5 S CT N 2. S Florida •• PACING SEE ABOVE ////�6fRIE IIDIIII���Y\\\\\\ - ALTERNATE' LOADING TCLL 20 PSF * OR TCDL 20 MAX PSF SIMPSON THJA25 BCDL 10 PSF TOT.LD. 50 MAX PSF *## 9-I0-I3 OVER 2 SUPPORTS iDUR.FAC. 1.25 R=652#, W=3.50- SUPPORTING TRUSSES 24' D.C. `Z ANCHOR VALLEY TRUSS AT EACH CROSSED TRUSS WITH S11PS0N H4 CLP OR EOUVLANT SUPPORTM TRUSSES 24- O.C. SLIPPORTNG TRUSSES 24' O.C. SUPPORT14 TRUSSES 2 IV �6 MONO VALLEY TRUSSES. SHLAR Customer:STANDARD ENGINEERING DETAIL:. LOADING Project: ANY JOB TYP. BEARING REQUIREMENTS TOLL. 30# FOR A STANDARD 16-0" TCDL 15# Legal: BCDL 10# ST. LUCIE Jo Number: VALLEY SET.. TOTAL 55psr TRUSS CORP. 33% ALLOWABLE INCREASE 10331 LENNARD RCIAD DESIGNED FOR 120mph WIND PT.. ST. LUCIE. FL34952 Drawing STD. VS. BRG.. ILOAD AT 15'-0" ELEVATION 14071 335-3207 TOP CHORD 2X4 q2 OR BETTER PIGGYBACK DETAIL BOT CHORD 2X4 y2 OR BETTER WEBS 2X4 #3 OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH, THE TOP.CHORD OF SUPPORTING TRUSS. REFER .TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. THIS DETAIL 1S APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: 110 MPH WIND, 30' MEAN HGT, ASCE 7-93. CLOSED BLDG, LOCATED ANYWHERE IN ROOF, I MI FROM COAST CAT 1, EXP C, WIND TC DL=5 PSF, WIND BC DL=5 PSF 110 MPH WIND, 30' MEAN HGT, SBC _ ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF WIND TC DL=5 PSF, WIND BC DL=5 PSF FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG: AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 #2 OR BETTER A E E A E E A E E E A E E 20' FLAT TOP CHORD MAX SPAN Ii •ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. ALPINE * " lIR C C C JOINT TYPE SPANS UP TO 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 H 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 FE 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING lx4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF. WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. * PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH (4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH'TRUSS FACE AND SPACE 4' OC OR LESS. 00 o 0 0 0 0 0 0 o a o 00 o 0 0 0 o a o 0 0 0 1PERL Y�Z CHE➢ R ON CONTRACTOR. I'i G.1� t��:1 TION FROM THIS .. BRICATING, WITH APPLICABLE i ' •. SY►irl; :AN FOREST AND 3 GR40 GALV. ST L ITHERVTSE LOCATE (. • . U (� j •� i DRAWING INDICATES tUSS COMPONENT •.; ,,• 1X �Pr + •" rr-- BUILDING ell �.'7..�'•l1. V•RV nm , \' A 8 1/4" 1 RAWINGS 634.016 634,017 & 847,045 IAX =r,5 1,33 i 0 VcT'.25 47 ti 1.15 LOADING PSF AT DUR.FAC. PSF AT DUR.FAC: PSF AT D.UR.FAC. REF PIGGYBACK DATE 06 25 99 DRWG PIGBACKBO699 -ENG DLJ/KAR iPACING 24.0" RV6E Lt4E, \! DFI I16N 6FITFRIA TGLL 30P5F VEL. 120MPH TGDL 15P5F HT. 15 FT. DGLL OP5F GODE:55MG 66DL I OPSF Iggl TOTAL 55P5F- O O l(K� ir d PIGC-�Y-L AGK IN�TAL-ATION �I�PICiGY BALK. LC•E 2.4 PUPLu,15 3V O.L. MAX- NAL TO EACH CARRIER TRUSS W/ 2 IN NAILS . . I CARRIER TPU55� I � I I I I PIGGY -BACK TRUSS /--PI66'f BALK. TPLJ°VS i 6'aB' 1/2' CD.X. PLYWOOD 6055ET AT EACH HEEL, EACH FACE, AND 49' O.C. AL01.16 5PAN NAIL WITH 4 W NA6-5 EACH FACE, EACH MENDER ALL PLATES SHALL BE MTEK 206A, MAN.FALTUREP FROM ASTM A444 GRADE A, GALVANZED 5TEEL,.EXCEPT A5 SHOWN OTFERWI5E. PLATES MJ5T DF INSTALLED ON BOTH FACES OF JONT°J AND LOCATED `2YMMETRILAKKY, EXCEPT A5 SHOWN OTHERWISE. DESIGN STANDARD5 CONFORM, TO APPLICABLE PROVI51ON5 OF ND5 4 TPl NOTE: TRU55E5 SHALL BE HANDLED, ERECTED AND BRACED N ACCORDANCE WITH 1ib-c1' AND 1-ET-80' BY TP! 5EE THFi',DESIGN FOR SPEGIAL PERMAf-DENT BRALNG ' REWREIVENTS. ALL TOP CHORDS SHALL DE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATFM:AND BOTTOM-GI-IORDS WITH RW CELNG UNLE55 NOTED-OTFERWISE. 00 NOT METH; DRAWNG FOR FIRE RETARDENT DESIGNS. R� ski STATE' 0;' JJ�A - •- - tt- ST. ]LvCIIIE TRUSS (CORP. 10331 LENNARD ROAD PT. ST. LUCIE. FL 34952 14071 335-3207 Job:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / Al THIS OWG BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S TOP CHORD 2x4 SP #2 :T3 2x4 SP #2 Dense: BOT CHORD 2x6 SP #2 :83 2x4 SP #1 Dense: WEBS 2x4 SP #3 :WB, W9, W10 2x4 SP #2: 110 MPH WIND, 18.41 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED RNYWHERE IN ROOF, WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. CRLCULRTED VERTICAL DEFLECTION IS 0.61" DUE TO LIVE LORD RND 0.52" DUE TO DEAD LORD AT X - 22-9-4. WO 5'- 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_9_nolls) TOP CHORD: 1 ROW 0 12" o.c. BOT CHORD: 1 ROW 0 12" o.c. WEBS : 1 ROW 0 4" o.c. USE EOURL SPRCING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 1'4- 12'0-12 22'11- 31,10-8 VSx6 12'0-12 10'1014 8'l1-8 31'10-8 Rv-24250 U-1628# V-8- LEFT RAKE = 1'5"5 LEFT JIG = 7'9"i DESC. = Al PLT. TYP.-WAVE_TPI95 S.T..LUCIE TRUSS CORP I! 10331 LENNARD RORD T. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E-MAIL sltrussOmsn.com 7' TPI (STD) OTY= 2 PLIES= 0 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI ATE INSTITUTE. 583 O'ONOFRIO DR.: SUITE 200, MADISON WI. 53719) FOR SAFETY PR IOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICRTEO , TOP CHORD SHALL OPERLY ATTACHED STRUCTURAL PANELS RNO BOTTOM CHORD SHALL HAVE R PROPERLY ATTACH ILING. •■IMPORTANT■• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACT PINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIRTION FROM' SIGN: ANY FAILURE TO BUILD THE 'TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, NOLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPPL OVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST PER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MROE OF 20GH RSTM A653 GR40 Gfl PAR ATTACHE ESS I ONi SU I TRi ITY OF /TPI 1- 10-8 Rv-2522# U-16310 W-2-8 RIGHT JIG-= 24'7'7 SEO = 24264 2 TOTAL= 4 REV. 19.5o SCALE=0.2313 CTRUSS JOHN CLRRK WEBER TC LL 20.0 PSF REF HAVE TC DL 7.0 PSF DATE 09 -07 --2 RIGID STATE OF FLORIDA OR. REGISTERED ENGINEER BC DL 10.0 PSF DESIGNED BY : THIS ICABLE BC LL- 0.0 PSF JOHN LRI LAND STEEL P.E. #17455 TOT.LD. • 3 PSF 0/R LEN. 311008 :RTED ON :NDICRTES OUR. FAC. 1.25 10331 LENNARD ROAD :NG PT. ST. LUCIE FL 34952 SPACING See above TYPE h i m 001 ob: (13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / A2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 2 Complete Trusses Required BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W5, W7 2x4 SP #2: LID MPH WIND, 18.82 FT MEAN HGT, SBCENCLOSED BLDG, NOT LOCRTEO WITHIN 8.50 FT NAILING SCHEDULE: (0.131x3.0_9_noils) FROM ROOF EDGE. WIND TC DL - 5.0 PSF,, WIND BC DL - 5.0 PSF. TOP CHORD: 1 ROW 0 12" o.c. BOT CHORD: 1 ROW 0 12." o.c. CALCULATED HORIZONTAL DEFLECTION IS 0.14" DUE TO LIVE LORD AND 0.12" DUE TO DEAD WEBS : 1 ROW 0 4" o.c. LORD. USE EOURL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. CALCULATED VERTICAL DEFLECTION IS 0.68" DUE TO LIVE LOAD AND 0.57" DUE TO DEAD RIGHT END VERTICAL NOT EXPOSED TO WINO PRESSURE. LORD AT X 19-11-4. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. N W2. SX I11 :- q• 11'1" Rv-12689 U-813N W-8- LEFT RAKE = 1'5"5 LEFT JIG = 9'11" PLT. TYP.-WAVE_TPI95 TPI(STO) ST. LUCIE TRUSS CORP •.W N ;- TRUSSES REOUIR �\ R TIB PIATBRANSTITUTE. 583DDHON 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX 1561) 335-3209 E-MAIL s1truss0msn.com ING. ••IMPOR NE ENGINEERED GN: ANY FRILUI DESI ION) AND 1 10 8 Rv-11710 U-7500 W-2-8 RIGHT JIG = 22'7"6 SEO = 24229 OTY= 2 PLIES= 2 TOTRL= 4 REV. 19.50 SCALE=0.2313 EXTREME N N H N LING, H NG, INSTALLIN 31 (HANDLING INSTALLING AND BRACING) , PUBLISHED BY TPI (TRUSS JOHN CLRRK WEBER TC LL 20 .0 PSF REF DATE 09 -07 -2001 :RIO DR.: SUITE 200 MADISON WI. 537191 FOR SRFETY PRACTICES OTHERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 • O PSF DESIGNED BY: JNCTIONS. UNLESS , PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID VISH A COPY OF THIS DESIGN TO THE' INSTRLLRTION CONTRACTOR. STATE OF FLORIDA REGISTERED ENGINEER BC-DL 10 .0 PSF INC. SHALL NOT BE RESPONSIBLE FOR.RNY DEVIATION FROM THIS FABRICATING, 0 O J OH N L R I I THE TRUSSES IN CONFORMANCE WITH TPI: OR BC L L ' . PSF O/R LEN. 311008 ING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND P.E. #17455 TOT .LD. 37.0 PSF RLPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GRLV. STEEL D U R.F R C . 1 . 2.5 NECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON CTORS PER DRAWINGS 160 A-Z. THE SERL ON THIS DRAWING INDICATES ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT ITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 10331 LENNRRD RORD PT. ST. LUCIE FL 34952 SPRCING 24.0" JTYPE h I prn c Rim nMr. nFGTr.NFR. PFR RNSI/TPI 1-1995 SECTION 2. Job:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W6, W11 2.4 SP #2: (R) CONTINUOUS LATERAL BRRCING EOURLLY SPACED ON MEMBER. N W3X511 s• Rv-II85# U-7130 W-8' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 110 MPH WIND, 19.54 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 11' 31'10-B ll' 20'10-8 10'8 Rv-1174# U-774# W-2-8 LEFT JIG = 12'1" RIGHT JIG = 20'8'3 DESC. = A3 SEO = 242B4 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 2 TOTAL= 2 REV. 19.5o SCALE=0.2410 ST. LUCIE TRUSS CORP ••W N N •■ U U M N N HANDLING, SHIPPING, RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS. PLATE INSTITUTE. 583 O'ONOFRIO DR.: SUITE 200, MADISON, WI. 53h 9) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE JOHN CLARK WEBER TC LL TC ❑L 20.0 7.0 PSF PSF REF DATE 09 -07 -2001 PROPERLY ATTACHED STRUCTURAL PANELS FIND BOTTOM CHORD SHALL HAVE A PROPERLY RTTRCHED RIGID CEILING. •■IMPORTANT•• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUCTS, INC. SHRCL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS STATE OF FLORIDA REGISTERED ENGINEER B C D L 10.0 PSF DESIGNED BY: DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC L L ' 0.0 PSF J 0 H N L R I 10331 LENNARD ROAD PT. ST. LUCIE FL 34952 PHONE C561) 335-3207 FRX (5611 335-3209 E-MAIL sltruss®msn.com PROVISIONS OF NOS (NATIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEELTOT.LD. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCRTEO ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. P.E.#174 5 5 10331 LENNRRO ROAD PT. ST. LUCIE FL 34952 37.0 PSF 0/R- LEN. 311008 D U R.F A C. 1.25 SPACING 2 4 .0 " TYPE h i m Job:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / R4 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W1 2x4 SP #2: (R) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. LEFT JIG = 14'3' DESC. = A4 PLT. TYP.-WAVE_TPI95 ST. LUCIE TRUSS CORP It 10331 LENNRRO ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E-MAIL sltruss®msn.com 13' 31'10"8 Rv-1386# U-653# W-8- THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM T 110 MPH WINO, 19.96 FT MEAN HGT, SBC, ENCLOSED BLDG, LDCRTEI WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. T� TPI(STO) OTY= 4 TOTAL= 4 N N ++ U U X M ABRICATING, HANDLING, SHIPPING, INSTRLLIN BRRCING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI CTRU TE INSTITUTE. SB3 D'ONOFRIO DR.: SUITE 200, MADISON WI. 53h 9) FOR SAFETY PRRCTIC OR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICRTEO , TOP CHORD SHALL HRV PERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RI LING. +■IMPORTANT+■ FURNISH R COpY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. INE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS IGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, CLING, SHIPPING, INSTALLING AND BRRCING OF TRUSSES. DESIGN CONFORMS WITH APPLICRBL VISIONS OF NOS (NATIONAL DESIGN SPECIFICRTION PUBLISHED BY THE AMERICAN FOREST AND ER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM A653 GR40 GALV. 5 EPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED S DESIGN POSITION CONNECTORS PER ORRWINGS 160 R-Z. THE SEAL ON THIS DRAWING INDIC EPTRNCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT IGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY-PRRTICULRR BUILDING THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. o_ N x4 4'10 -1 Rv-973# U-699# W-2.8 MFR'S LAYOUT WHERE IN ROOF, milm RIGHT JIG = 18'9"9 SEO = 24290 REV. 19.5o SCALE=0.2410 JOHN CLARK WEBER STATE OF FLORIDA REGISTERED ENGINEER P.E. #17455 PT. 03ST. LLUCIE DFLD39952 TC LL 2 0.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LO. + 37.0 PSF REF DATE 09-07-2001 DESIGNED. BY: JOHN LR I O/R LEN. 311008 DUR . FRC . 1.25 SPACING 24.0" h I TYPE m ob:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / A5 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W1 2x4 SP #2: (R) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. m 2.SX4 Rv-1386# U-848U W-8- THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM 110 MPH WIND, 20.37 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LC FROM ROOF EDGE. WIND TC OL - 5.D PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. LEFT JIG = 16'5" PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 4 TOTAL 4 ST. LUGIE TRUSS CORP RN-WHHNINLi-a TRUSSES REOUIRE EXTREME CARE IN D BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI lL (TRUSS PLATE INSTITUTE. 583 D'ONDFRIO OR.: SUITE -200, MROISON WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE fNOICRTEO , TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •• IMPORTANT •• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRRCING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE 10331 LENNRRD ROAD PROVISIONS OF NOS [NRTIONRL DESIGN SPEC IFICRTION PUBLISHED BY THE AMERICAN FOREST AND PT. ST. LUCIE FL 34952 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR40 GRLV. STEE PHONE (561) 33LS 3207 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RND, UNLESS OTHERWISE LOCATED ON FAX C5617 335-3209 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SERL ON THIS DRAWING INDICATE E-MAIL (561) s®ns3209 ACCEPTANCE 6F PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESIGNER..PER ANSI/TPI 1-1995 SECTION 2. - m Rv-9731 U-720A W-2-B MFR' S LF WITHIN FT RIGHT JIG = 16'11"13 SEO = 24294 REV. 19.5o SCALE=0.2410 JOHN CLARK WEBER STATE OF FLORIDA REGISTERED ENGINEER P.E. 417455 AD PT. 03ST. 31 LLUCIE FLENNARD 034952 TC LL 2 0.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. • 37.0 PSF REF DATE 09-07-2001 DESIGNED BY: JOHN LAI 0/R LEN. 311008 OUR. FRC . 1.25 SPACING 24.0" TYPE h i m Job:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / AG TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W1 2x4 SP #2: (A) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. z.SX4 d- 17' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TR 110 MPH WIND, 20.79 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCI FROM ROOF EDGE. WIND TC OL - 5.0 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 6' W2 X4 I5'0"13 1- - ` 1. g• l0'0"13 9'2"I1 7'7" 31'10"8 Rv-973p U6728p V-2"8 Rv 13860 U-8601 V-8" FR'S LAYOUT WITHIN 8.50 FT RISEO 3"2 LEFT JIG = 18'7" = 24299 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 4 TOTAL= 4 REV. 19.5o SCALE=0.2410 LUCIE TRUSS CORP INSTALLING SHIPPINGST. ;;WHKN 8RRCING. REFER TO HIB-91TRUSX(HANDLING INSTALLING AND TREME CARE IN FABRICATINGBRACING) HANDLINGPUBLISHED BY TPI (TRUSS FOR SAFETY PRACTICES JOHN CLRRK WEBER TC LL 20.0 PSF REF PLATE INSTITUTE. 583 O'ONOFRIO OR.: SUITE 200 MADISON, WI. 53h9) PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICRTEO , TOP CHORD SHALL HAVE TC D L 7.0 PSF DATE 09 -07 -2001 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ■-IMPORTRNT-■ FURNISH R COP.Y'OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS STATE OF FLORIDA 10.0 PSF DESIGNED B Y REGISTERED ENGINEER B C D L ALPINE ENGINEERED PRODUCTS, INC. DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, ' B C L L O . O PSF J OHN L R I ROAD HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE' PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND P.E.#17455 311008 37.0 PSF 0/R LEN. 10331 LENNRRO PT. ST. LUCIE FL 34952 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GH RSTM R653 GR40 GRLV. STEELTOT.LD. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON 1.25 PHONE (561) 335-3207 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES OUR. FR C. FAX (561) 335-3209 E-MAIL sltruss®msn.com ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 10331 LE NNRRD ROAD PT. ST. LUCIE FL 34952 SPACING 2 4 .O " TYPE h I m is THE RESPONSIBILITY OF THE BUILDING_ DES IGNE__R PER RNSIITP.I 1-1995 SECTION 2. Job:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / A7 TOP CHORD 2x4 SP #2 SOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W1 2x4 SP #2: (R) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. z.5x4 THIS DWG. PREPRRED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S 110 MPH WIND, 21.21 FT MEAN HGTSBC, ENCLOSED BLDG, NOT LOCATED WITS FROM ROOF EDGE. WIND TC OL — 5.6 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 5' V2>I', ,;' 15'0'13 25'5-4 ai - w n _ 5' l0'0-13 IO'4 7 6 5 4 31'10-8 Rv-13864 U-8841 V-8- Rv-9730 U-722# W-2-B 0 FT Ell .LEFT JIG = 20'8"15 RIGHT JIG = 13'8" SEO = 24305 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 4 TOTAL= 4 REV. 19.5o SCALE=0.2410 ST. LUCIE TRUSS CORP f10331 LENNARD ROAD ST. LUCIE FL' 34952 (561) 335-3207 (561) 335-3209 RIL sltrvss®msn.com aaV N N as U U X N N HANDLING, SHIPPING RND BRACING. REFER TO HIB-31 (HANDLING INSTALLING AND BRACING) , PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR.: SUITE 200, MADISON, WI. 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. aaIMPORTRNTa■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS; INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WTH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM 8653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ONX pCCEPHIS �ANCE"BFPOSITION PROFESSIONRLEENGINEERINGRAWINGS RESPONSIB�LITY SOLELYBFOR AL �RUSSICOMPONENT S DRAWING INDICATES DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER RNSI/TPI 1-1995 SECTION 2. JOHN CLARK WEBER STATE OF FLORIDA REGISTERED ENGINEER P.E. #17455 10331 LENNRRD ROADO PT. ST. LUCIE FL 34952 TC LL 20 . 0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC L L' 0 .0 PSF TOT.LD. 37.0 PSF REF DATE 09 -07 -2001 DESIGNED B Y : J 0 H N L A I 31100E O/R LEN.ONE U R.F R C . 1.2S SPACING 24 - 0 " TYPE F)I pm Job. lldb4/-12) NILH F'HUF. SHVHNNH LLUd - 12 UNLI / HU TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W1 2x4 SP #2: (R) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. 9 LEFT JIG = 22'10"15 DESC. = AB PLT. TYP.-WAVE_TPI95 ST. LUCIE TRUSS CORP o 10331 LENNRRO ROAD PT. ST. LUCIE FL 34952 PHONE 1561) 335-3207 FAX (561) 335 -3209 E-MAIL sltruss®msn.com Rv-13861 U-902# W-81 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PRUGRHM FRUM MUSS MFH S LHYUUI 110 MPH WIND, 21.62 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.5 FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 21• 31'10-B 21• 10'1D-8 10'8 TPI (STD) OTY= 4 TOTAL= 4 WARNING+■ TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HRNOLCNG, SHIPPING, INSTALLING D BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS RTE INSTITUTE. 583 D'ONOFRIO DR.: SUITE 200, MROISON WI. 53719) FOR SAFETY PRACTICES IOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE NOICATED , TOP CHORD SHALL HAVE OPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID ILING. ■■IMPORTRNT+• FURNISH A COPY. OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. PINE ENGINEERED PRODUCTS, INC. SHRLI` NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS SIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, NOLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPPLICABLE. OVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR40 GALV. STEE CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON IS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATE CEPTRNCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT SIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER'-RNSI/TPI 1-1995 SECTION 2- Rv-973# U-7130 W-2-8 RIGHT JIG = 12'3" SEO = 24308 REV. 19.5a SCALE=0.2410 JOHN CLARK WEBER TC LL 2 0.0 PSF REF DATE 09 -07 -2001 TC DL 7.0 PSF STATE OF FLORIDA REGISTERED ENGINEER BC OL 10.0 PSF DESIGNED BY BC LL 0 • 0 PSF JOHN LAI P.E. 417455 TOT.LD. "7.0 PSF O/R LEN: 311008 10331 LENNRRO ROAD PT. ST. LUCIE FL 34952 DUR . FRC . 1 . 25 SPACING 2 L4 . 0 ITYPE h i pm Job:(13647-12) RICH PROP. SRVRNNA CLUB - 12 UNIT / R9 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 . WEBS 2x4 SP #3 :W1 2x4 SP #2: (R) CONTINUOUS LATERAL BRRCING EQUALLY SPACED ON MEMBER. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM ' 110 MPH WIND, 22.D4 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LO FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC OL - 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 5• io•o-ia e•o-1s a n-le 31'10'8 Rv-1386# U-913# W-8- LEFT JIG = 25'0"15 PLT. TYP.RWRVE_TPI95 ST. LUCIE TRUSS CORP Q` TPI (STD) ;7 TRUSSES OTY= 4 NO BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), FL ATE INSTITUTE. 5B3 D'ONOFRIO DR.: SUITE 200, MADISON, WI. 53719) RIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , ROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A F EPINEGENGINEEREDTPRODUCTSFURNISH INC.RSHALL NOTTHIS RESPONSIBLLETHE FORANY INSTAL I uESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: C HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESK 10331 LENNRRD RORD PROVISIONS OF NOS (NRTIONRL DESIGN SPECIFICATION PUBLISHED B PT. ST. LUCIE FL 34952 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2 PHONE (561) 335-3207 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND FAX C561) 335-3209 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE E-MAIL sl61) 3 ms3209 ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR _ Tc TUG RESPnNRTR)LITY OF THE BUILDING DESIGNER. PER ANSI/TPI S MFR'S LRYUI ED WITHIN B. Rv-9731 U-702# W-2-8 RISEOT 0"15 = 24311 TOTRL= 4 REV.. 19.5o SCALE=0.2410 ISHEO BY TPI !TRUSS JOHN CLRRK WEBER TC LL 20.0 PSF REF DATE 09 -07 -2001 OR SAFETY PRACTICES P CHORD SHALL HAVE TC D L 7.0 PSF DESIGNED BY: PERLY ATTACHED RIGID SION CONTRACTOR. STATE OF FLORIDA REGISTERED ENGINEER BC DL 10.0 PSF IRTION FROM THIS FABRICATING, BC LL. 0.0 PSF JOHN LRI '. MS WITH APPLICABLE RICAN FOREST AND 8653 GR40 GRLVSTEEL P.E. #17455 TOT . LD . 37.0 PSF 0/R LEN. 311008 DUR . FAC . 1.25 OTHERWISE LOCFAO ON 'HIS ORRWING INDICATES IPT. ;S COMPONENT 'ICULAR BUILDING' 10331 LENNRRD ROAD ST. LUCIE FL 34952 SPRCING 24.0" TYPE h I pm 995 SECTION 2. ob: (13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / AA1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRU TOP CHORD 2x4 SP #2 :T2 2x4 SP #2 Dense: 2 Complete Trusses Required E4S BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :Lt Noiler SP Ripped: NAILING SCHEDULE: (0.13lx3.0_9_noils) 110 MPH WIND, 18.41 FT MEAN HGT, SBC," ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, TOP CHORD: 1 ROW 0 12" o.c. BOT CHORD: 1 ROW 0 12" o.c. WIND TIC DL s 5.0 PSF, WIND BC DL a 5.0 PSF. WEBS : 1 ROW 0 4" o.c. (A) SCAB BRACE. BOX LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. SPACING BETWEENIO ROWS AND STAGGER NAILS ATTACH WITH 10d NAILS 0 6" OC. ISEEROHAROWL RIGHT ENO VERTICAL NOT EXPOSED TO WIND PRESSURE. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 7- Rv-24230 U-16260" W-B- LEFT RAKE = 1'5"5 DESC. = ARJIG 9"1 PLT. TYP.-WRVE_TPI95 TPI(STD) ST. LUCIE TRUSS. CORP RIN ND BRACING. REFER TO HIB-91X(HMI-7 G INSTALL PLATE INSTITUTE. 583 D'ONDFRIO DR.: SUITE 200, PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OT PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CEILING. ••IMPORTANT•■ FURNISH R COPY OF THIS RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE A DESGN: ANY FAILURE TO BUILD THE TRUSSES IN COI, HANDLING, SHIPPING, INSTALLING AND BRACING OF I na-a, i rtitiaan anon PROVISIONS OF NOS (NATIONRL DESIGN SPECIFICRTIC RPER ASSOCIATION) AND TPI. ALPINE CONNECTORS not nn XCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TR HIS DESIGN, POSITION CONNECTORS PER ORRWINGS 160 R-Z CCEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY ESIGN SHOWN. THE SUITABILITY RNO USE OF THIS COMPON RESP--' LITY ^r TuE BUD nTNr. DESIGNER. PER R -' 4'5-8 Rv-25224 U-16319 W-2-8 MFR'S RIGHT JIG = 24'8"2 SEO = 24350 OTY= 2 PLIES= 2 TOTAL= 9 REV. 19.5o SCALE=0.2313 H N L N H NINSTALLING I BRACING). PUBLISHED BY TPI [TRUSS JOHN CLRRK WEBER TC LL 20. 0 PSF REF DATE 09 -07 -2001 IN WI. 53719) FOR SAFETY PRACTICES AVE RATTACHED D SHALL HRIGID T C D L 7.0 PSF DESIGNED BY: iHRLL01HAVE A PROPERLY TO THE INSTALLATION CONTRRCTOR. FLORIDA IN STATE OF REGISTERED ENGINEER E B C D L 10.0 PSF :BLE FOR ANY DEVIATION FROM THIS :E WITH TPI: OR FABRICATING, BC L L O.O PSF JOHN LRI DESIGN CONFORMS WITH RPPLICRBLE 'SHED BY THE AMERICAN FOREST RNO P.E. # 17955 . LD . 37 . 0 PSF 0/A LEN . 311008. )E OF 20GR RSTM A653 GR40 GRLV. STEELTOT DUR . FRC . 1 . 25 1SS AND, UNLESS OTHERWISE LOCATED ON THE SEAL ON THIS DRAWING INDICATES SOLELY FOR TRUSS COMPONENT --NT FOR ANY PARTICULAR BUILDING 10331 LENNARO ROAD PT. ST. LUCIE FL 34952 SPACING See above TYPE h I m JSI/TPI 1-1995 SECTION 2. _" Job:11364/-12) RICH PROP. SAVANNA CLUB - 12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PRUGHHM FRUM 1HUsa MFH s LFITUUI BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W10 2x4 SP #2: :Lt Nailer SP Ripped: DEFLECTION.MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. Ph 110 MPH WIND, 18.82 FT MEAN HGTSBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.6 PSF, WIND BC OL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 14'7'4 26'3- 3I'10-8 W3X4 l4'7-4 ll'7-12 5'7'8 31'IO-8 Rv-1266# U-B134 W-8- Rv-1171# U-75DO W-2-8 LEFT RAKE 1'5"5 LEFT JIG = 9'11" DESC. = RR2 RIGHT JIG = 22'8"5 SEO = 24348 PLT. TYP.-WRVE_TPI95 TPI(STD) OTY= 2 TOTRL= 2 REV. 19.5o SCALE =0.2313 ST. LUCIE TRUSS CORP "W N N +■ U U EXTREME N N HANDLING, SHIPPING, FIND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING) , PUBLISHED BY TPI (TRUSS JOHN CLRRK WEBER TC LL 20.0 PSF REF PLATE INSTITUTE. 583 D'ONOFRID OR.: SUITE 200 MADISON WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWSE fNDICATEO , TOP CHORD SHALL HRVE TC DL 7.0 PSF DATE 09 -07 -2001 PROPERLY RTTRCHEO STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI❑ CEILING. --IMPORTANT-• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHRLC NOT BE RESPONSIBLE FOR ANY OEVIRTION FROM THIS STATE OF FLORIDA REGISTERED ENGINEER BC DL 10.0 PSF DESIGNED BY: DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC L L 0.0 PSF F J O H N L R I 0331 LENNRRD ROAD ST. LUCIE FL 34952 HONE (561) 335-3207 FAX (5tr 335-32 . fE-MRILsltruss®msn.com PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) RNO TPI. ALPINE CONNECTORS.ARE MADE OF 20GR ASTM 8653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 180 A-Z. THE SEAL ON THIS DRRWING INDICATE ACCEPTANCE bF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT DESIGN SHOWN. THE SUITA91LITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1=1995 SECTION 20' P.E. 417455 103ST LENNRRD ROAD PT. ST. LUCIE FL 34952 TOT.LO. 37.0 PSF O/R LEN. 311D08 D U R.F RC. 1.25 SPACING 2 4 . 0 " TYPE h i m Job:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / AR3 TOP CHORD 2x4 SP #2 :T3 2x4 SP #2 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W9 2x4 SP #2: (R) CONTINUOUS LATERAL BRACING EOURLLY SPRCEO ON MEMBER. N W3x5 cF Rv-1185# U-713# V-8. LEFT JIG = 12'1" PLT. TYP.-WAVE_TPI95 ST. LUCIE TRUSS CORP 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E-MRIL sltruss®msn.com THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM ' 110 MPH WIND, 19.54 FT MEAN HGTSBC, ENCLOSED BLDG, NOT LC FROM ROOF EDGE. WIND TC DL - 5.6 PSF, WINO BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 10 31'10'8 Rv-1174# U-774# V-2.8 S MFR'S LAYOUT 70 WITHIN 8.51 -4 RIGHT JIG = 20'8"10 SEO = 24353 TPI(STD) OTY= 2 TOTRL= 2 REV. 19.5o SCALE=0.2410 WARNING— TRUSSES REOUIREX lKtilt LMKt IN N HANDLING, SHIPPING, D BRACING. REFER TO HIB-91 [HANDLING INSTALLING RNO BRACING), PUBLISHED BY TPI [TRUSS ATE INSTITUTE. 583 D'ONOFRIO DR.: SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES IOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICRTED , TOP CHORD SHALL HAVE OPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID ILING. —IMPORTANTFURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRRCTOR. PINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS SIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, NOLING, SHIPPING, INSTALLING RND BARGING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE OVISIONS OF NDS (NRTIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR- ASTM A653 GR40 GRLV. STEEL CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON IS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SEAL ON THIS DRAWING INDICATES CEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT SIGN SHOWN. THE SUITIRBILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING THE RFSPONSTRTITTY nF THE AUTI_nTNG DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. JOHN CLRRK WEBER STATE OF FLORIDA REGISTERED ENGINEER P.E. #17455 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 TC LL TC DL B C D L BC L L " TOT. LD . 20.0 7.0 1 ■ 37 • PSF PSF PSF PSF PSF REF DATE 09-07-2001 DESIGNED B Y J 0 H N L RI O/R LEN . 311008, OUR. F A C . 1.25 SPACING 24.0" TYPE h I m Job:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNI TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :Lt Noiler SP Ripped: (R) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. 6 W2.5X 23 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT IID MPH WIND 21.74 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL =�5.0 PSF, WIND BC DL = 5.0 PSF. ALL PLATES ARE W2X3 EXCEPT AS NOTED. SEE DWGS S11030EN0699 & GBLLETIN0699 FOR MORE REOUIREMENTS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. V4X6 (R) ,'V' 16' — _ oc 32' LEFT RAKE 1'5"5 LEFT JIG = 25'0"15 PLT. TYP.BWRVE_TPI95 TPI(STD) OTY= 2 TOTAL= 2 ST. LUCIE TRUSS CORP ■■V N ■■ U X N N H N L N H N N LL N RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING RND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.: SUITE 200, MROISON( WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 1NOICRTED , TOP CHORD SHALL HAVE PROPERLY RTTRCHEO STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI❑ CEILING. ■■IMPORTANT■■ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE 10331 LENNRRD ROAD PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PT. ST. LUCIE FL 34952 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM A653 GR40 GALV. STEE PHONE (5611 335-3207 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON 61) 335-32D9 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SERL ON THIS DRAWING INDICATE FAX C5 E-MAIL 'sl61) 3 ms3209 ACCEPTANCE bF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT DESIGN SHOWN. THE SUI'(RBILITY.RNO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER RNSI/TPI '1-1995 SECTION 2. R-76pir W-32 RIGHT JIG = 13'57 SEO = 23402 REV. 19.5o SCALE=0.2305 JOHN CLRRK WEBER TC LL 20.0 PSF REF DRTE 09-07-2001 TC DL 7.0 PSF DESIGNED BY: STATE OF FLORIDA REGISTERED ENGINEER BC DL 10.0 PSF BC LL 0.0 PSF JOHN LAI O/R LEN. 32 P.E. #17455 TOT.LD. ■ 37.0 PSF DUR . FRC . 1 . 25 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 SPACING 24.0" TYPE qab I b•(13647-12) RICH PROP SAVANNA CLUB.- 12 UNIT / Cl 0 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :Lt Noiler SP Ripped: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. Rv-12710 U-B259 V-8- LEFT RAKE = 1'5"5 LEFT JIG = 25'0"15 PLT. TYP.CWAVE-TPI95 ST. LUCIE TRUSS CORP THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM T 110 MPH WINDS ,21 PSFFTWINANBCGDL SBS,OENCLOSED BLDG, LOCATE) WIND TCRIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. 11'l0'3-11,3;g 8'8'l2 IL'I0'3 _ 3I'I0-8 Rv-LI66# U-866# V-2-8 MFR'S LAYOUT WHERE IN ROOF, RIGHT JIG = 13'47 SEO = 23404. OTY= 6 TOTAL= 6 REV. 19.5o SCALE =0.2313 TPI (STD) 1 N N a• U U M N N HANDLING, H N N LL N (HANDLING INSTALLING AND BRACING) , UBLISHED BY TPI (TRUSS JOHN. CLARK WEBER TC LL 2O . PSF REF . DATE 09 -07 -2001 BRACING. REFER TO HIB-91 iTE INSTITUTE. 583 O'ONOFRIO OR.: SUITE 200 MADISON WI. 537191 FOR SAFETY PRACTICES 7. 0 PSF OTHERWISE fNDICRTEO TOP CHORD SHALL HAVE T C D L DESIGNED B Y [OR TO PERFORMING THESE FUNCTIONS. UNLESS , )PERLY ATTACHED STRUCTURRL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID STATE OF FLORIDA L 10.0 P S F (LING. -■IMPORTANT•■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. REGISTERED ENGINEER BC D INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIRTION FROM THIS J OH N L R I 'INE ENGINEERED PRODUCTS, 0.0 PSF -IGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, B C L L. O / A L E N. - 311008 VOLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE P, E #17 45 5 NOS (NATIONAL DESIGN SPECIFICRTION PUBLISHED BY THE AMERICAN FOREST AND 3 7 . 0 PSF O T.L ❑. TLD )VISIONS OF 'ER ASSOCIATION) AND TPI. RLPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL -EPT NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCRTEO ON AS UR.FAC.IS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATE1.25 -EPTANCE OF PROFESSICNRL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT 10331 LENNRRO ROAD c o m n SIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING PT. ST. LUCIE FL 34952 SPACING 24.0" TYPE ''� RESP--y-?LITY nC_THF BUIIn)NG DESIGNER._ PER ANSI/TPI 1-1995 SECTION 2. Job:LIJb4/-1LJ KiUH HHUH. SHVHNNH ULUB - 12 UNII / U2 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3. :Lt Noiler SP Ripped: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. Rv-1266# U-822# V-13- THIS DWG. PREPARED BY THE ALPINE JOB DESIGNEH HHUUHHM rHUM MUSS nt-K 5 LNTUUI 110 MPH WIND, 21.74 FT MEAN HGTSBC, ENCLOSED BLDG, NOT LOCRTED WITHIN 8.5 FROM ROOF EDGE. WIND TC DL = 5.6 PSF, WIND BC OL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (R) CONTINUOUS LATERAL BRACING EDURLLY SPRCED ON -MEMBER. 23' 31'10'8 23' 8'10'8 31'10-8 23'3- 11'3- Y3X4 Rv-1171# U-889# W-2-8 LEFT RAKE. = 1 ' 5 "5 LEFT JIG = 25'0"15 RIGHT'JIG = 11'O"15 DESC. = C2 SEO = 23424 PLT. TYP.=WRVE_TPI95 TPI(STD) OTY= 8 TOTAL= 8 REV. 19.5o SCALE=0.2313 ST. LUCIE TRUSS CORP ■N-V N N ## U U X N N HANDLING, SHIPPING, N LL N RND BRACING. REFER TO HIB-91 (HRNDLING INSTALLING AND BRACING) , PUBLISHED BY TPI (TRUSS JOHN CLARK WEBER TC LL 20.0 PSF REF PLATE INSTITUTE. 583 0*ONOFRIO DR.: SUITE 200, MADISON WI. 537191 FOR SAFETY PRRCTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICRTED , TOP CHORD SHALL HAVE TC DL 7.0 PSF DATE 09-W-2001 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. ■.IMPORTANT;# FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHRCL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS STATE OF FLORIDA REGISTERED ENGINEER BC DL 10.0 PSF DESIGNED BY: DESIGN: ANY FAILURE TO BUILD HRNDLING' SHIPPING, INSTALLING HAND RBRACING OFUSSES IN OTRUSSES. DESIGN NFORMANCE WITH PCONFORMS BWITH TAPPLICABLE BC L L 0.0 PSF J OH N L A I 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX 1561) 335-3209 E-MAIL sltrUss®msn.com PROVISIONS OF NOS (NATIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM R653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS IGO R-Z. THE BERL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY FIND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. P.E.#17 45 5 - 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 TOT.LD. 37.0 PSF 0/A LEN. 311008 D U R.F A C. 1.25 SPACING 2 4 .0 " TYPE c o m n Job:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / C3 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRRM FROM TRUSS MFR'S LRYOUT TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3- :Lt Nailer SP Ripped: DEFLECTION MEETS L/360.00 LIVE AND L/24D.00 TOTAL LORD. 0 W: V2 S' Rv-1260# U-8221 W-8- LEFT RAKE = 1'5"5 LEFT JIG = 25'0"15 DESC. = C3 PLT. TYP.-WRVE_TPI95 TPI(STD) ST. LUCIE TRUSS CORP I.,nAD-TRNNING,,- TRUU 10331 LENNRRD RORD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (5611 335-3209 E-MAIL sltruss®msn.com 23' 110 MPH WIND, 21.74 FT MERN HGTSBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.5( FROM ROOF EDGE. WIND TC OL = 5.6 PSF, WIND BC OL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 13'6"8 20'1- 31'10-8 W3X4 13'6"8 6'6'B 11'9-8 31'10"B OTY= 4 TOTAL= 4 INSTITUTE. �583VD'ONOFRIO DR.: SUITE-200- MAD SON WI. 53719)-FOR SAFETY PRACTICES TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE LY ATTACHED STRUCTURAL PRNELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGII G. ••lMPORTRNT•• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, NG, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE IONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GH RSTM S653 GR40 GALV. STEI AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED 01 iESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INOICRTI RNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PRRTICULRR BUILDING RESPONSIBILITY OF THE_SUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. Rv-1172# U-BB94 W-2"S RIGHT JIG = 11'O"15 SEO = 23422 REV.. 19.5o SCALE=0.2313 JOHN CLARK WEBER TC LL 20.0 PSF REF DATE 09-07-2001 TC DL 7.0 PSF STATE OF FLORIDA REGISTERED ENGINEER BC DL 10.0 PSF DESIGNED BY:. BC LL 0.0 PSF JOHN LA I P.E. #17455 TOT.LD. 3 7.0 PSF O/A LEN. 311008 10331 LENNARO ROAD PT. ST. LUCIE FL 34952 OUR. FAC . " 1 . 25 SPACING 24.D" TYPE comn :)b:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / C4 TOP CHORD 2x4 SP #2 30T CHORD 2x4 SP #2 WEBS 2x4 SP #3 [R) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. W3X5 IF s'- Rv-11850 U-7170 W-8- LEFT JIG = 25'0"15 DESC..= C4 PLT. TYP.-WAVE_TPI95 ST. LUCIE TRUSS CORP 1,i 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E-MAIL sFtruss®msn.com TPI (STD) ] BRACING. REFER TO HIB-91 (HANDLING INSTRLLI RTE INSTITUTE. 593 O'ONOFRIO OR.: SUITE 200, IOR TO PERFORMING THESE FUNCTIONS. UNLESS OTF DPERLY ATTACHED STRUCTURRL PANELS AND BOTTOM I ILING. ••IMPORTANT•• FURNISH A COPY OF THIS I PINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RE SIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONF NDLINGNG ND BRACING OF TF OVISIONSSOFPNOS G(NATIONALIDESIGN SPECIFICATION PER ASSOCIATION) AND TPI. ALPINE CONNECTORS F CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE IS DESIGN POSITION CONNECTORS PER DRAWINGS IE CEPTRNCE BF PROFESSIONAL ENGINEERING RESPONSIE SIGN SHOWN. THE SUtTRBILITY•AND USE OF THIS ( RESPnucrRTLITY nG THF. BUII_nING DESIGNER. 10-u THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM 110 MPH WIND, 22.04 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LC FROM ROOF EDGE. WIND TC DL = 5.6 PSF, WIND BC OL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. (4 Rv-1174# U-BSS# W-2'8 MFR'S LAYOUT WITHIN 8.50 RIGHT = 1457290"15 OTY= 6 TOTAL= 6 REV. 19.5a SCALE=0.2410 N H N L N -SHIPPING. N LL N AND BRACING) , PUBLISHED BY TPI (TRUSS JOHN CLARK . WEBER TC LL 20. 0 PSF REF DATE D9 -D% -2DD 1 IISON, WI. 53719) FOR SAFETY PRACTICES T C ❑ L 7.0 PSF 1ISE INDICATED , TOP CHORD SHALL HAVE DESIGNED BY: 10 SHALL HAVE R PROPERLY ATTACHED RIGID IGN TO THE INSTALLATION CONTRACTOR. STATE OF FLORIDA REGISTERED ENGINEER BC D L 10.0 PSF ONSIBLE FOR ANY DEVIATION FROM THIS MRNCE WITH TPI: OR FRBRICRTING, BC L L. 0.0 PSF J O H N L A I SES. DESIGN CONFORMS WITH APPLICABLE UBLISHED BY THE AMERICAN FOREST AND P.E. 417455 TOT . LD . • 37.0 PSF D/A LEN. 311008 MADE OF 20Gn RSTM 8653 GR40 GRLV. STEEL OUR . FRC . 1 25 ' TRUSS AND UNLESS OTHERWISE LOCATED ON R-Z. THE REAL ON THIS DRAWING INDICATES ITY SOLELY FOR TRUSS COMPONENT PONENT FOR ANY PARTICULAR BUILDING 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 SPACING 24.0" TYPE comn R RNSI/TPI 1-1995 SECTION 2. Job:(13G47-12) RICH PROP. SAVANNA CLUB - 12 UNIT / C4 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :Lt Noiler SP Ripped: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 0 V: V"e a- Rv-126DO U-8224 V-8- f RAKE = 1'5"5 f JIG 25'0"15 C4B :"TYP.-WAVE-TPI95 TPI(STD) THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 110 MPH WIND, 21.74 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (R) CONTINUOUS LATERAL BRRCING EOURLLY SPACED ON MEMBER. 13'6'8 20'1- 31'IU-u -..4 13'G'B 6'6-8 ll'9"8 3l'10-0 OTY= 2 TOTAL= 2 AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI ITRU55 PLATE INSTITUTE. 583 D'ONOFRIO OR..: SUITE 200, MAD ISON WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE ENDICATEO , TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•■ IFURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. RLPNE ENGINEERED PRODUCTS, NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE 10331 LENNARO ROAD PROVISIONS OF NOS [NATIONAL DESIGN SPEC IFICRTION PUBLISHED BY THE RMERICRN FOREST AND PT. ST. LUCIE FL 34952 PAPER ASSOCIATION) AND TPI. RLPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR40 GALV. STEE PHONE (561) 335-3207 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON FAX (561) 335-3209 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATE ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT E-MAIL sltruss®msn.com DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER RNSI/TPI 1-1995 SECTION 2. Rv-I1720 U-8890 V-2-8 RIGHT JIG = 11'O"15 SEO = 24279 REV. 19.5o SCALE=0.2313 JOHN CLARK WEBER TC LL 2 0.0 PSF REF DATE 09-07-2001 TC OL 7.0 PSF STATE OF FLORIOR REGISTERED ENGINEER BC DL 10.0 PSF DESIGNED BY: BC LL 0.0 PSF JOHN LAI O/R LEN. 311008 P.E. 417455 TOT.LD. r 3 7.0 PSF FRC . 1.25 10331 LENNRRO ROAD PT. ST. LUCIE FL 34952 SPACING 2 4. 0 1 TYPE COmn Job:(13647-12) RICH PROP. SAVANNA CLUB_- 12 UNIT / C5 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W1 2x4 SP #2: (R) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. 6 5x4 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 110 MPH WIND, 22.04 FT MEAN HGTSBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL - 5.6 PSF, WIND BC OL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. i. A 1 - V4X6 27'6-8 V4X4 V2X3 23'0"13 31'10"8 �5 15'0"13 8, 8'9"ll 5• LO'0"13 31'10"8 Rv-973# U-BOS# V-2'B R.-1386# U-B620 V-B" LEFT JIG = 25'0"15 PLTC TYP.CWRVE_TPI95 ST. LUCIE TRUSS CORP Q 10331, LENNRRD ROAD 'T. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (560 335-3209 E-MAIL sltruss®msn.com TPI (STD) UMI-NG-- TRUSSESU BRACING. REFER TO HIB-91 (HRNOLING IE INSTITUTE. 593 D'ONOFRIO DR.: SU )R TO PERFORMING THESE FUNCTIONS. U �ERLY ATTACHED STRUCTURAL PANELS AND ING. ■-IMPORTANT■- FURNISH R COPY INE ENGINEERED PRODUCTS, INC. SHALL IGN: ANY FAILURE TO BUILD THE TRUSSE )LING, SHIPPING, INSTALLING AND BRRC VISIONS OF NOS (NRTIONRL DESIGN SPEC ER ASSOCIATION) AND TPI. ALPINE CON EPT AS NOTED. APPLY CONNECTORS TO_E 'ROFESSIONAL ENGINEERING RESP THE SUFTABILITY.RNO USE OF MILITY OF THE BUILDING DESI .. a7 THIS GNER RIGHT = 1457240"15 OTY= 24 TOTRL= 24 REV. 19.5o SCALE=0.2410 FABRICATING,H N L N H N N LL N TRLLING AND RACING) PUBLISHED BY TPI (TRUSS JOHN .CLRRK WEBER TC LL 20. 0 PSF REF 200 MADISON WI. 53h 9) FOR SAFETY PRACTICES S OTHERWISE INOICRTED , TOP CHORD SHALL HAVE TC DL 7 . 0 PSF DATE 09 -07 -2001 TOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID HIS DESIGN TO THE INSTALLATION CONTRACTOR. STATE OF FLORIDA REGISTERED ENGINEER BC- DL 10.0 PSF DESIGNED BY: BE RESPONSIBLE FOR ANY DEVIATION FROM THIS CONFORMANCE WITH TPI: OR FABRICATING, BC LL. 0.0 PSF JOHN LRI OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE RTION PUBLISHED BY THE AMERICAN FOREST AND P.E. #17455 TOT. LD 37 - O PSF O/R LEN . 311008 ORS ARE MADE OF 20GH ASTM A653 GR40 GRLV. STEEL FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON 'GS IGO R-Z: THE S�ERL ON THIS ORRWING INDICATES . DUR . FAC . 1 .25 ONSIBILITY SOLELY FOR TRUSS COMPONENT COMPONENT FOR ANY PARTICULAR BUILDING 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 SPACING 24.0" TYPE comn PER ANSI/TPI 1-1995 SECTION 2. Rv-1260N U-8220 V-B- LEFT RAKE = 1'5"5 LEFT JIG = 25'0"15 DESC. = C6 PLT. TYP.-WAVE_TPI95 ST. LUCIE TRUSS CORP to 10331 LENNARD RORD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E-MRIL sltrvss®msn.com J00;L1db4/-1LJ NILH NKUN. bHVHNNH LLUb - 12 UNIT / Lb TOP CHORD 2x4 SP #2 :T4 2x4 SP #2 Dense: SOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :Lt Nailer SP Ripped: DEFLECTION MEETS L/360.00 LIVE RND L/240.00 TOTRL LORD. THIS DWG. PREPARED BY THE ALPINE JUB UL51UNEH PHUIiHHM hHUn 1HUbb nt-K b LnTUU1 110 MPH WIND, 21.74 FT MERN HGT, SBC, ENCLOSED BLDG, NOT LOCRTED WITHIN 8.5 FROM ROOF EDGE. WIND TC DL = 5.D PSF, WIND BC DL = 5.0 PSF.. RIGHT END VERTICRL NOT EXPOSED TO WIND PRESSURE. (R) CONTINUOUS LRTERRL BRRCING EOURLLY SPRCED ON MEMBER. 1'4- 12' 23'9' VZX3 31'10-8 V3X4 12' L1'9- B'I-B 31'IO-8 Rv-1172- U-8890 V-2-8 TPI (STD) OTY= 4 TOTAL= 4 WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING 3 BRACING. REFER TO HIB-91 [HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS 4TE INSTITUTE. 5B3 O'ONOFRIO DR.: SUITE 200 MADISONt WI. 537191 FOR SAFETY PRACTICES IOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 1NOICRTED , TOP CHORD SHALL HAVE ]PERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID ILING. --IMPORTRNT■- FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. DINE ENGINEERED PRODUCTS, NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS SIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, 'IDLING, SHIPPING, INSTALLING AND BRRCING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE ]VISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND DER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR40 GALV. STEE CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON I5 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATE CEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT SIGN SHOWN. THE SUITP.BILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER RNSI/TPI 1-1995 SECTION 2. RIGHT JIG = 11'0"15 SEO = 23420 REV. 19.5a SCALE=0.2313 JOHN CLRRK WEBER TC LL 20.0 PSF REF DATE 09-07-2001 TC DL 7.0 PSF STATE OF FLORIDA REGISTERED ENGINEER BC DL 10.0 PSF DESIGNED BY BC LL 0.0 PSF JOHN LRI P.E. #17455 TOT.LD. - 37.0 PSF O/R LEN. 311008 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 OUR.FAC. 1.25 SPACING 24.0" TYPE comn JOD- 11Jb4/-IZJ KILN SHVHNNH ULUb - 12 UN I / C/ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 (R) CONTINUOUS LATERAL BRACING EOURLLY SPRCED ON MEMBER. 0 W3X5 U 5' Rv-l18SO U-7610 W-B- LEFT JIG = 25'0"15 DESC. = C7 PLT. TYP.-WAVE_TPI95 ST. LUCIE TRUSS CORP It 10331 LENNARD ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-32D7 FAX (561) 335-32D9 E-MAIL sltruss®msn.com 31'10-8 TPI (STD) OTY= 2 WARNING-v TRUSSES REQUIRE EXTREME CARE IN FRBRICATING, HANDLING, S. 3 BRRCING. REFER TO HS-91 (HANDLING INSTALLING AND BRACING), PUB' 4TE INSTITUTE. 583 O'ONOFRIO OR.: SUITE 200 MADISON, WI. 53719) [OR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , T JPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PR ILING. •-IMPORTANT-- FURNISH R COPY OF THIS DESIGN TO THE INSTALL DINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FDA ANY DE SIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR N0LING, SHIPPING, INSTALLING AND BRRCING OF TRUSSES OESIGNICONFO 3VISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM PER ASSOCIATION) RND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM "EPT AS NOTED. RPPLY CONNECTORS TO EACH FACE OF TRUSS RND, UNLESS IS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON CEPTRNCE OF PROFESSI?NRL ENGINEERING RESPONSIBILITY SOLELY FOR TRU SIGN SHOWN. THE SUI7RBILITY AND USE OF THIS COMPONENT FOR ANY PAR THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 THIS DWG. PREPARED BY THE RLPINE JOB DESIGNER PROGRAM FRUM IRU55 MFR'S LHYUUI 110 MPH WIND, 22.04 FT MEAN HGTSBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.5 FROM ROOF EDGE. WIND-TC DL = 5.6 PSF, WIND BC OL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 4 Rv-1174# U-7B4t1 W-2-8 RIGHT JIG = 11'0"15 SEO = 24326 TOTRL= 2 REV. 19.5o SCRLE=0.2410 PING INSTAING HED BY TPI (TRUSS JOHN CLRRK WEBER TC LL 20.0 PSF REF SAFETY PRACTICES CHORD SHALL HAVE TC DL 7.0 PSF DATE 09 -07 -2001 RLY ATTACHED RIGID STATE OF FLORIDA ON CONTRACTOR. REGISTERED ENGINEER BC DL 10.0 PSF DESIGNED BY: TION FROM THIS BRICKING,W0.0 PSF JOHN LRI ITH-RPPLICRBLE BC L L CAN FOREST AND P.E. # 17455 53 GR40 GALV. STEELTOT. LD . - 37 .0 PSF 0/R LEN . 311008 HERWISE LOCATED ON - S DRAWING INDICATES DUR . FRC . 1.25 COMPONENT 10331 LENNRRO ROAD ULAR BUILDING PT. ST. LUCIE FL 34952 SPRCING 24.0" TYPE comn TION 2. JOO- L1Jb`t/-IeJ 1`11L111 rnur. StiVMININI'1 LLUO - I UINI I / Lb TOP CHORD 2x4 SP #2 SOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :Lt Nailer SP Ripped: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. O W: W-e THIS DWG. PHEPHREU by THE HLHINt JUb U1zS11JNtH PHUUHHM 1-HUM 1HU55 Mt-H a Lr1TUU1 110 MPH WIND, 21.74 FT MEAN HGTSBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FROM ROOF EDGE. WIND TC OL = 5.6 PSF, WIND BC DL - 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 31' 1'4- 12' 27'5- 31110-8 W3X4 12' - 15'5- 4'5-8 Rv-12660 U-822# W-8- LEFT RAKE = 1'5"5 LEFT JIG C825'0"15 DESCPLT. TYP.-WAVE_TPI95 ST. LUCIE TRUSS CORP 10331 LENNRRD ROAD T. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E-MAIL sltrUss®msn.com 31'10-8 TPI(STD) OTY=- 8 TOTRL= 8 WRRNING*m TRUSSES REOUIRE EXTREME CARE I -FABRICATING, HANDLING, SHIPPING Leh 0 BRRCING. REFER TO HB-9I (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS ATE INSTITUTE. 583 O'ON0FRIO OR.: SUITE 200, MADISON WI. 53719) FOR SAFETY PRACTICES IOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE fNDICATED , TOP CHORD SHALL HAVE DPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID ILING. --IMPORTANT-- FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. PINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIRT10N FROM THIS SIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, NOLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE OVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND PER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR40 GRLV. STEEI CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RNO UNLESS OTHERWISE LOCATED ON IS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATE! CEPTRNCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT SIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING Rv-1171N U-8880 W-2-8 0"15 RISEO -JIG 23418 REV. 19.5o SCALE =0.2313 JOHN CLARK WEBER TC LL 20.0 PSF REF DATE 09-07-2001 TC DL 7.0 PSF STATE OF FLORIDA REGISTERED ENGINEER BC DL 10.0 PSF DESIGNED BY: BC LL 0.0 PSF JOHN LRI P.E. #17455 TOT.LO. "7.0 PSF O/A LEN. 311008 DUR . FRC . 1.25 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 SPACING 24.0" TYPE comn Job:(13647-12) RICH PROP. SAVANNA CLUB - 12 ul TOP CHORD 2.4 SP #2 BOT CWEBS 2x4 SP #3 :Lt Nailer SP Ripped: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 0 W: Y2 s'• 1'4- 15 Rv-12660 U-8220 W-B- LEFT RAKE 1'S"5 = LEFT JIG = 25'0"15 PLT. TYP.CWRVE_TPI95 TPI(STD) ST. LUCIE TRUSS CORP '• " NG D D M FINDBRACING. REFER TO HI8-91 (HRNOL PLATE INSTITUTE. 583 O'ONOFRIO DR.: PRIOR TO PERFORMING THESE FUNCTIONS. PROPERLY ATTACHED STRUCTURAL PANELS CEILING. ■•IMPORTANT•■ FURNISH A CC ALPINE ENGINEERED PRODUCTS, INC. SHF DESIGN: RNY FAILURE TO BUILD THE TRL HANDLING, SHIPPING, INSTALLING AND E IfE-MRIL 0331 LENNRRD ROAD PROVISIONS OF NOS (NATIONAL DESIGN '. ST. LUCIE FL 34952 PAPER RSSOCIRTIONI AND TPI. ALPINE HONE (561) 335-3207 THISPDESIGN, POSITION T AS NOTED. LCONNECTORS RPEF AX (561) 335-3209 ACCEPTANCE OF PROFESSIONAL ENGINEER sltruss®msn.00m DESIGN SHOWN. THE SUITABILITY AND I 9. THE RFSPM IBILITY OF THE BUI�DII / C 8 A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LHYUUI 1L0 MPH WIND, 21.74 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.5 FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (R) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. -3l'1 O'B K4 Rv-1171# U-8BB# W-2'8 RISEOT JIG1492200"15 REV. 19.5o SCALE=0.2313 OTY= 2 TOTAL= 2 N N H N L N H N N LL N BY JOHN CLRRK WEBER TC LL 2O.0 PSFE JSTRLLING AND (3RRCINGI , PUBLISHED TPI (TRUSS 200, MADISON, WI. 53719) FOR SAFETY PRACTICES T C D L 7 O PS 7 -2001 =SS OTHERWISE INDICATED , TOP CHORD SHALL HAVE CHORD SHALL HAVE R PROPERLY ATTACHED RIGID STATE OF FLORIDA BC B C D L 10.0 PS BY- THIS DESIGN TO THE INSTALLATION CONTRACTOR. T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS REGISTERED ENGINEER 0.0 O P S F IN CONFORMANCE WITH TPI: OR FABRICATING, G OF TRUSSES -.:.DESIGN CONFORMS WITH APPLICABLE PUBLISHEO'BY THE AMERICAN FOREST AND P.E. #17455 B C L L TOT. LD . • ` 37 .O PSF O/R LEN. 311008 ICRTION CTORS ARE MADE OF 20GR RSTM R653 GR40 GALV. STEEL H FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON OUR. FR C. 1 .2 5 SPONSIBILITY SOLELYSEAL ON FOR TTRUSSIS DRAWING COMPONENT INDICATES THIS COMPONENT FOR ANY PARTICULAR BUILDING 10331 LENNRRD RDACI pT. ST. LUCIE FL 34952 SPRCING 24.0" TYPE comn SIGNER PER RNSI/TPI 1-1995 SECTION 2. ob:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / CIO TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :Lt Noil.er SP Ripped: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 0 W: V'e 5• Rv-1266p U-8220 W-8- LEFT RAKE = 1'5"5 LEFT JIG = 25'0"15 DESC. = CIO PLT. TYP.-WAVE_TPI95 ST. LUCIE TRUSS CORP 1a THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 110 MPH WIND, 21.74 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 9.50 F FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. 15.4.1 25'7--_..4 15'4-1 10'2-15 6'3-8 31'10-8 Rv-1171# U-889p W-2-8 RIGHT JIG = 11'O"15 SEO = 24318 TPI(STD) OTY= 2 TOTAL= 2 REV. 19.5o SCALE=0.2313 V N N ■• U U N N H N L N H N N LL 0 BRACING. REFER TO HI8-91 (HANDLING INSTALLING RNO BRACING) , PUBLISHED BY TPI (TRUSS JOHN CLRRK WEBER TC LL 20.0 PSF REF DATE 09 -07 -2001 RTE INSTITUTE. 583 D'ONDFRIO OR.: SUITE 200, MADISON WI.. 537191 FOR SAFETY PRACTICES ENDICRTED TOP CHORD SHALL HAVE TC DL 7 0 PSF IOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE , ATTACHED BOTTOM HAVE INSTRLLATIONYATTACHED CONTRACTORRIGID STATE OF FLORIDA 10.0 . DESIGNED B Y: IMPORTRNT•■TURAL FURNISHPANELS IDLINGY C0?Y OFTHIS DESIGNSTOLTHE NE REGISTERED ENGINEER B C D L PSF PINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS WITH TPI: OR FABRICATING, J 0 H N L R I SIGN: RNY FAILURE TD BUILD THE TRUSSES IN CONFORMANCE BC L L 0.0 F S F NOLING, SHIPPING, INSTALLING RNO BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE 10331 LENNRRD ROAD PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICRTION PUBLISHED BY THE RMERICRN FOREST AND A653 GR40 GRLV. STEEL P.E. 417455 T 0 T.L D. 3 7 0 PSF 0 / A L E N 311008 PT. ST. LUCIE FL 34952 PAPER RSSOCIRTION) AND TPI. ALPINE CONNECTORS ARE MROE OF 20GA RSTM . . PHONE (561) 335-3207 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCRTEO ON 160 A-Z. THE SERL ON THIS DRAWING INDICATES 1.25 FAX (561) 335 3209 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS ACCEPTANCE OF'PROFES.5IONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT 10331 LENNRRD ROAD OUR. FR C . " E-MAIL sitruss®msn.com DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING PT. ST. LUCIE FL 34952 SPACING 2 4 . 0 T Y P E h I prn _IS THE RESPONSIBILITY OF THE BUILDING DESIGNER_. PER ANSI/TPI 1-1995 SECTION 2. Job:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / C11 F(R) CHORD 2x4 Sp #2 CUES 2x4 SP #3 CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. 0 W3X5 Lf s- Rv-L166# U-7GIN W-8- LEFT JIG C125 0"15 DESCPLT. TYP.-WAVE_TPI95 ST. LUCIE TRUSS CORP Ri 10331 LENNRRD ROAD - PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E-MAIL sltruss®msn.com THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS Mh H'b Lmy 110 MROOFIND, 22WgND TCMDRN=H5T,0 PSF, WIND BCODLLDGS 000PSF. OCRTED WITHIN FRO RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. RIGHT JIG 0"15 24314 REV. 19.5o SCALE=O.2410 TPI (STD) OTY= 2 TOTAL= 2 R N H N L N H N N LL N JOHN CLRRK WEBER 20 . 0 PSF REF N ICING. REFER TO HIB-91 (HANDLING INSTALLING AND BRRCINGI , PUBLISHED BY TPI (TRUSS S SAFETY LLCHAVE MADISONINOICRTE01S,,lRCHOR0 TC DL 7.0 PSF DATE 09 -07 -2001 f SPERFORMINGBTHESENOUNCOIOR.; SUITESSDO, TOP SHALL ATTACHED RIGID R..InPORTANT••TFURNISHNRLCOPY THE RINSTALLATIONYCONTRACTOR. STATE OF FLORIDA 10.0 PSF DESIGNED _ BY REGISTERED ENGINE ER B C D L _Y OF THIS DESIGNSTOL �ENGINEEREO PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS, CONFORMANCE WITH TPI: OR FRBRICRTING, B C L L 0. 0 P S F J 0 HN L R I : ANY FAILURE TO BUILD THE TRUSSES IN VG, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BY THE AMERICAN FOREST AND P.E. #17455 TOT.LD. • 37 • 0 PSF 0/R LEN. 311008 IONS OF NOS'(NATIONRL DESIGN SPECIFICATION PUBLISHED OF TRUSS AND,GUNLESS OTHERWISE LOCATEDONSTEEL ALPINE FFACEARE TOCONNECTORS RRSDNOTEO N) AND S DRAWING INDICATE OUR .F R C. 1.25 APPLLYTCONNECTORS RNCEESIGNbFPOSITIONCONNECTORS PER DRAWINGSSI60 A SOLELYSFOR EAL �RUSSICOMPONENT COMPONENT FOR ANY PARTICULAR BUILDING 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 SPRC ING 24 •0 • TYPE h m SHOWN. THE SUITRBILI'TY AND USE OF THIS R-.--- IBILTTy nc THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. - Job:L1Jb4/-121 HIUH HHUH. SHVHNNH CLUB - 12 UNIT / 02 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :Rt Bearing Leg 2x4 SP #3::Lt Nailer SP Ripped: (A) CONTINUOUS LATERAL BRACING EOURLLY SPRCED ON MEMBER. Rv-98110 U-6460 V-8- THIS DWG. PREPARED BY THE RLPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT NEGATIVE RERCTION(S) OF -510# MAX. (SEE.BELOW) FROM A NON -WIND LORD CASE REOUIRES UPLIFT CONNECTION. 110 MPH WIND, 21.74 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. in V3X8 10" 4'2 23' 31'10-8 11' 8'IO-8 31'10-8 Rv 1968Y U-I1910 V-8- Rv--510N U-1800 V-I-B LEFT RAKE = 1'5"5 LEFT JIG D225'0"15 DESCPLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 6 TOTAL= 6 REV. 19.50 RIGHT JIG = 13'3"2 SCALE=0.23054 ST. LUCIE TRUSS CORP 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (ltr 335-3.co E MflIL sliruss®msn.com ++V N N ++ U U X N N HANDLING. SHIPPING, N LL N RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) , PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.: SUITE 200, MADISON WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 1NDICRTED , TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT+■ FURNISH A COPY._ OF THIS DESIGN TO THE INSTALLATION CONTRACTOR., RLPINE ENGINEERED PRODUCTS, INC. SHRLI` NOT BE RESPONSIBLE FOR RNY.DEVIRTION FROM THIS HANDLINGR,NY FAILURE TO SHIPPING, INSTALLING HAND RBRACING USSES NOFOTRUSSES. DESIGN NFORMANCE WITH PCONFORMS BWITH TAPPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. RLPINE CONNECTORS ARE MADE OF 20GR RSTM A 653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE REAL ON THIS ORRWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. JOHN CLRRK WEBER STATE OF FLORIDA REGISTERED ENGINEER , . P.E. #17 45 5 103ST LENNRRD ROAD PT. ST. LUCIE FL 34952 TC LL TC DL BC DL BC L L TOT.LD. 20.0 7.0 10.0 0. + 37.0 0 PSF PSF PSF PSF PSF REF DATE 09 -07 -2001 DESIGNED BY: J O H N L R I O/R LEN. 32 OUR. FR C. 1.25 SPACING 24.D" TYPE Coma JOCI. 11.3b4/ -1CJ NIUH 1'KUl". bHVHNNH L.LUb - LL UNI I / TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :Lt Nailer SP Ripped: (R) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PRUGRHM FHUM )HUSS MFH'S LHYUUI 110 MPH WIND, 21.74 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.5 FROM ROOF EDGE. WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. END VERTICRLS NOT EXPOSED TO WIND PRESSURE. ALL PLATES ARE W5XG EXCEPT AS NOTED. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 23' 32' <RI I I %4 V2 3 (Rl V2:5%4 (R Il V2%3 11 V2%3 7'1L'II - V2.545• V30- . 7'II'll 15'0-5 9' 32' R-85p1F V-27'L0- ' Rv-739 U-180# V-3- 011 LEFT RAKE = 1'5"5 LEFT PLT. JIG = 25'0"15 TYP.-WAVE_TPI95 TPI(STD) OTY= 2 TOTAL= 2 REV. 19.5o RIGHT JIG = 13'3"2 SEO = 24375 SCALE=0.2305 ST. LUCIE TRUSS CORP •+V N N ■■ U U X N N HANDLING, SHIPPING, RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR.: SUITE 200 MADISON, WI. 53h 9) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. ••IMPORTRNT*• FURNISH A COP`( OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS JOHN CLARK WEBER STATE OF FLORIDA REGISTERED ENGINEER TC LL TC OL BC OL 20.0 7.0 10.0 PSF PSF PSF REF DATE 09 -O7 --2001 DESIGNED BY: 10331 PT. ST. PHONE FAX E-MAIL LENNRRD ROAD LUCIE FL 34952 (561) 335-3207 (5611 335-3209 sltruss®msn.com DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, - HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM R653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS ❑ESIGN, POSITION CONNECTORS PER ORRVINGS.160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT1.25 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER RNSI/TPI 1-1995 SECTION 2. P.E. #17455 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 BC L L TOT. 0.0 37.0 P S F PSF J OH N L R I O/A LEN. 32 OUR. F A C. SPACING 24.0" TYPE comp Job:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B2 2x6 SP #1 Dense: WEBS 2x4 SP #3 :Rt Bearing Leg 2x4 SP #3::Lt Nailer SP Ripped: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W2.5X 5- V2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 110 MPH WIND, 21.74 FT MEAN HUT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.51 FROM ROOF EDGE. WIND TC DL = 5.6 PSF, WIND BC DL = 5.0 PSF. SEE DWGS TCFILLEROG99 AND BCFILLER0699 FOR FILLER DETAILS. (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. 3'8' 28'4- 1'4- 3'8- 5'8' 18'5- 31'IO'8 3'8- 212'9- l3'S-8 31'I0-B LEFT RAKE = 1'5"5 LEFT JIG D425'0"15 DESCPLT. TYP.-WAVE_TPI95 ST. LUCIE TRUSS CORP 10331 LENNRRO ROAD PT. ST. LUCIE FL 34952 PHONE 1561) 335-3207 FAX (561) 335-3209 E MAIL sltrass®msn.com Rv-14I80 U-912# W-3- TPI(STD) OTY= 8 TOTAL= 8 W N •• TRUSSESU X N N H N LING, SHIPPING, INSTALLING I BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS RTE INSTITUTE. 583 D'ONOFRIO OR.: SUITE 200, MADISONI WI. 53719) FOR SAFETY PRACTICES IOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE OPERLY RTTRCHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HRVE A PROPERLY ATTRCHEO RIGID ILING. ••IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRACTOR. PINE ENGINEERED PRODUCTS, INC. SHRLC NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS SIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICATING, NOLING, SHIPPING, INSTALLING AND BARGING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE OVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICAN FOREST AND PER RSSOCIATIONI AND TPI. ALPINE CONNECTORS RRE MADE OF 20GA ASTM R653 GR4D GRLV. STEE CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON IS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE-SERL ON THIS DRAWING INDICATE CEPTRNCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT SIGN SHOWN. THE SUITABILITk AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING T`-'E REcon-craILITY nr THE BUTinrur DESIrNFR_ PER Pnlsr%TPI '1-1995_SECTION 2..' Rv-102B9 U-770# W-1-8 RIGHT JIG = 13'3"2 SEO = 149208 REV. 19.5o SCALE=0.2305 JOHN CLARK WEBER TC LL 2 0.0 PSF REF TC DL 7.0 PSF DATE 09-07-2001 STATE OF FLORIDA . REGISTERED ENGINEER BC OL 10.0 PSF DESIGNED BY.: BC LL 0.0 PSF JOHN LAI P.E. #17455 TOT.LD. 3 7.0 PSF O/A LEN. 32 10331 LENNAR❑ ROAD OUR. FAC . PT. ST. LUCIE FL 34952 SPACING 24.0" ITYPP comn Job:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / E TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :Lt Noiler SP Ripped::Rt Noiler SP Ripped: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LRYOUI 110 MPH WINO, 18.62 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL - 5.0 PSF, WIND BC DL 5.0 PSF. ALL PLATES ARE W2X3 EXCEPT AS NOTED. SEE DWGS S11030ENOG99 & GBLLETIN0699 FOR MORE REQUIREMENTS. R-84PIF V-16' RIGHT RAKE = 1'5"5 RIGHTJIG24277310" = 1'S"5 = 8'10" LDESC. REV. 19.5o SCALE=0.4116 . OTY= 6 TOTRL= 6 -WAVE_TPI95 TPI (STD) N N H N L N H N N LL N.RUSS 20.0 PERE JOHN CLRRK WEBER ITC LL09 CORP RND BRACING. REFER TO HIB 91%(HANDLING INSTALLING AND BRACING) , PUBLISHED BY TPI (TRUSS INSTITUTE. 583 D'ONOFRIO OR.: SUITE 200, MRDISON VI. 537197 FOR SAFETY PRACTICES 4NOICRTED TOP CHORD SHALL HAVE T C D L 7 . O P-07 -2001 PLATE , PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERVISE TTACHED PROPERLY ATTACHED STRUCTFURNISPANELSAND TALLRTIONYCONTRACTORRIGID STATE OF FLORIDR 1 Q . O PDESIGNED B Y REGISTERED ENGINEER B C D L OFOTTOM HIS DESIGNSTOLTHEAINSVE CEILING. •NC. SHALL ORVFABROICATING,THIS EANYNFRIL�RER�OUBUIl.0)THE O.O PLRIDALPINE B C L LHANDLING, ESIGN: TRUSSES INBCONFORMRNCELVITHRTPIY SHIPPING, INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BY THE RMERICRN FOREST RNDPT. P.E. #17455 TDT.LD. e 37.0 PEN. 1610331 LENNRRD ROAD PROVISIONS OF NDS (NRTIONAL DESIGN SPECIFICRTIDN PUBLISHED N)RANDYTCONNECTORSALPINETOOEACHT�RCERS ROF TRUSS RNRE MAI DIE OF DOUNLESS OTHERVISE LOCRTEOTONL I . 2 bPHONE D U R.F R C.FRX ST. LUCIE FL 34952 (561) 335-3207 E%CER EPTASSOCIATI THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE �EAL ON THIS DRAWING INDICATE RESPONSIBILITY SOLELY FOR TRUSS COMPONENT 10331 LENNARD ROAD SPACING 24 •0 " a b I FL 34952 (561) 335-3209 E MAIL sltr�ss®rsn.com �.. - ACCEPTANCE lSF PROFESSIONAL ENGINEERING 1995RSECTION 2UILOING PER ANSI/TPA RNTICULRR DESIGN SHOVN:^ THE S�I�FBTHETBUILDINGEOOF T ESIGNHIS ER COMPONENT E RE 1ILIT Y PT. ST. LUCIE b: LIJb4/-12) HiCH DP CHORD 2x4 SP #2 DT CHORD 2x4 SP #2 WEBS 2x4 SP #3 W2X4[A 17 SAVANNA CLUB - 12 UNIT / E THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM 110 MPH WIND, 12.92 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCR1 WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. W2X3 W2X3 Rv--15# U-18018 W-8- Rv-607# U-464# W-9- Rv-607# U-440# W-8- Rv--I5# U-I80# W-8- , LEFT JIG = 8'10" RIGHT JIG = 8'10" DESC. = E2 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 6 SEO = 24276 TOTAL= 6 REV. 19-So SCALE =0.4802 ST. LUCIE TRUSS CORP ++V N ++ U U X N HANDLING SHIPPING, RND BRACING. REFER TO HIB-91 [HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI [TRUSS JOHN CLRRK WEBER TC LL 2O . O PSF REF PLATE INSTITUTE. 583 O'ONOFRIO DR.: SUITE 200, MADISON, WI. 53319) FOR SAFETY PRACTICES DATE 09 -07 -2001 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE TC DL 7.0 PSF PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID STATE OF FLORIDA DESIGNED BY CEILING. +■IMPORTANT++ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL` NOT BE RESPONSIBLE FOR ANY DEVIATION FROM REGISTERED ENGINEER B C D L 10.0 PSF THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING 0.0 J O H N L R I 10331 LENNARD ROAD AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS [NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PE#17 45 5 BC L L + PSF PT. ST. LUCIE FL 34952 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM R653 GR40 GALV. STEEL .. TOT,LD- 3 - O PSF O/A LEN. 16 PHONE C561) 335-3207 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON OUR. F R C. 1.25 FAX (561) 335-3209 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SERL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL E-MAIL sltr�ss®msn.com ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT IISSIGN SHOWN. THETHE RESPONSIBILITYIOFBTHETBUILDINGY AND EDESIGNER OF THIS CPERDRNSI/TPNENT A 1-1995ANY RSECTION 2TICULAR UILDING 1033L LENNARD ROAD PT. ST. LUCIE FL 34952 SPACING 2 4. 0 " TYPE c o m n Job:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / FT1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ALL PLATES ARE W2X3 EXCEPT AS NOTED. SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. DEFLECTION MEETS. L/360.00 LIVE AND L/240.DO TOTAL LORD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. LEFT JIG FT35'4"8 DESCPLT. TYP.-WAVE_TPI95 ST. LUCIE TRUSS CDRP 1A 7-4 7-4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR111 'S LAYOUT !10 MPH WIND, 30.56 FT MEAN HGT,.SBC, ENCLOSED BLDG, LOCATED RNYWHERE IN 7ROO, WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. CALCULATED HORIZONTAL DEFLECTIONS OF 700194.81" CTLI AND 572178.50" , TPI DESIGNERTMUST DETERMINE TOHRTOTHISTAL LMOVVEMENTORD RND OISSACCEPTABLEIVE LORD. BUILDIN (A) CONTINUOUS LATERAL BRACING EDURLLY SPACED ON MEMBER. WARNING: FURNISH R COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CRRE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. R-73pl W-32'7'4 RIGHT = 24362 4"8 TPI (STD) OTY= 1 TOTAL= 1 REV. 19.50 SCALE=0.2228 N H N L N H11111 N ', N LL N 3CING. RUnrrMMu EFER TO HIB-910 PSF REF X (HANDLING INSTALLING AND BRACING) , PUBLISHED BY TPI (TRUSS JOHN CLRRK WEBER TC LL 20 _ PSFrDEGNED 09-07-2001 INSTITUTE. 583 D'ONOFRID DR.: SUITE 200, MROISON WI. 53719) FOR SAFETY PRACTICESTO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE ENOICRTED TOP CHORD SHALL HAVE STATE OF FLORIDR TC DL 1 PSF BYLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHOROSHRLL HAVE A'PROPERLY ATTRCHEO RIGID REGISTERED ENGINEER B C D LL ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. L A I ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS B C L L P S F ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, NG, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE P E #17455 • 37.0 PSF 0/R LEN. 320704 IONS OF NOS (NRTIONRL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM R653 GRSE LOCATED STEEL T 0 T.L D. 1 2 5 AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON OUR. F R C. DESIGN, POSITION CONNECTORS.PER DRAWINGS 160 R-Z. THE SEAL ON THIS ORRWING INDICATES ANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT 10331 LENNARD ROAD S P R C I N G 2 4 .0 " TYPE Q b I SHOWN. THE SUITABILITY USE OF THIS COMPONENT FOR ANY PRRTICULRR BUILDING PT. ST. LUCIE FL 34952 RESP -afnrLITY nF THE BUI�_OIN_G-DESIGNER PER'RNSI/TPI 1 1995 SECTION 2. y Job: (1:Jb4/-12J K1L:H NKUH. SHVHNNH ULUU - 1� UN11 / f I2 TOP CHORD 2x6 SP #1 Dense BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W2, W8 2x4 SP #2: SPECIAL LORDS ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC From 54 PLF of 0.00 to 54 PLF at 16.00 BC. From 20 PLF at 0.00 to 20 PLF at 16.00 TC - 2028 LB Conc. Load at 2.19, 4.06, 6.06, 8.06, 10.06 12.06, 14.06 110 MPH WIND, 20.83 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. END VERTICRLS NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. THIS DWG. PREPARED BY THE ALPINE JUB UESIUNEK PHUUHHrl rt(Un IHUSJ nt-N a LNIUUI 2 Complete Trusses Required NAILING SCHEDULE: (0:131x3.0_ _ncils) TOP CHORD: 2 ROWS 0 4" o.c. EACH ROW) BOT CHORD: 1 ROW 0 6" o.c. WEBS : 1 ROW 0 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ■**LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED BY TRUSS FABRICATOR — BEARING BLOCKS: NAIL TYPE: 0.131x3.0_q_na11s BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK 0 0.333' 1 12" 7 1 16.042' 1 23" 16 BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD. REFER TO DRRWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 202I# 20210 202j# 20210 202J# . 20210 20214 -2'2-4 1'10-8 22' 2' 2' 2' 1'l1'4 W6x8 WSx8 W3XB W5x8 W7X8 W2 W8 ls• W6x8 W4X8 18 W6x8 ' W5x6 Rv-76200 U-745D# W-4- -13819-138I3# -138bI-138T8# v5x6 Rv-77620 U-75900 W-3'8 LEFT JIG = 16'5"15 RIGHT JIG = 16'5"15 DESC. = FT2 SEO = 149201 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 1 PLIES= 2 TOTRL= 2 REV. 19.5a SCALE=0.4802 ST. LUCIE TRUSS CORP 'iW N N*■ U U % N H N L N H NINSTALLING RND BRRCING. REFER TO HIB-31 (HANDLING INSTALLING AND BRACING) , PUBLISHED BY TPI [TRUSS JOHN CLRRK WEBER TC LL 20. 0 PSF. REF PLATE INSTITUTE. 583 D'ONOFRIO DR.: SUITE 200, MADISON WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 1NOICRTED , TOP CHORD SHALL HAVE TC DL 7. 0 PSF DATE 09-0T-2001 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. •■IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS STATE OF FLORIDA REGISTERED ENGINEER BC DL 10 - 0 PSF DESIGNED BY: 10331 PT. ST. PHONE FAX E-MRIL LENNRRO ROAD LUCIE FL 34952 1561) 335-3207 (561) 335-3209 sltrUss®msn.com DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR'FRBRICRTING, HANDLING, SHIPPING, INSTALLING AND BRRCING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SEAL ON THIS DRRWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT DESIGN SHOWN. THE SUITA61LITY AND USE of THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER RNSI/TPI 1:1995 SECTION 2. P.E. #17 45 5 10331 LENNARD ROAD PT. ST. LUCIE FL 34952 BC L L TOT.LD. 0.0 ' 37 PSF PSF J 0 H N L R I O/R LEN. 160400 OUR. F R C. 1.25 SPACING see obove TYPE comn 1 Jot) :tldb4/-IZJ HIGH HHUH. SAVANNA CLUB - 12 UNIT / TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :Lt Nailer SP Ripped: (R) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 0 x4i f —I'4- THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 110 MPH WIND, 21.74 FT MERN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC OL - 5.0 PSF. ALL PLATES ARE W2X3 EXCEPT AS NOTED. SEE DWGS S11030EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. I R-77pir W-23'. ti LEFT RAKE = 1'5"5 LEFT JIG RIGHT JIG = 24'5"6 DESCSEO FT35'0"15 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 1 TOTAL= 1 REV. 19.5a SCALE = 24368 =0.3157 ST. LUCIE TRUSS CORP •N*4 N N a■ U U X N N H N L N H N INSTALLING RN0 BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING) , PUBLISHED BY TPI (TRUSS JOHN CLARK WEBER TC LL 20.0 PSF REF PLATE INSTITUTE. 583 O'ONOFRIO OR.: SUITE 200 MADISON WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING INDICATED DATE 09 -07 -2001 THESE FUNCTIONS. UNLESS OfHERWISE , TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 PSF STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT■• FURNISH R COPY THIS DESIGN TO THE INSTALLATION CONTRACTOR. STATE OF FLORIDA DESIGNED BY: -OF ALPINE ENGINEERED PRODUCTS, INC. SHRLL`NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS REGISTERED ENGINEER BC DL 10.0 PSF DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING 0.0 J O H N L R I 10331 LENNRRD ROAD AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER P.E. #17455 BC L L P S F 0/A LEN. 23 PT. ST. LUCIE FL 34952 ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM 1`1653 GR40 GALV. STEEL EXCEPT AS NOTED. TOT.LD. 37.0 PSF PHONE FAX (561) 335-3207 (561) 335-3203 APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SERL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY OUR. F R C 1.25 E-MAIL sltrUss®msn.com SOLELY FOR TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER RNSI/TPI 1-1995 SECTION 2. p10331 LENNRROFRO34952 . SPACING 24.0" TYPE Clb Job:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / FT4 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SEE DWGS S11030EN0699 & GBLLETINOG99 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. m W3X4 (F I 1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROURHM FHUM 110 MPH WIND, 23.42 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCA1 WIND TC OL = 5.0 PSF, WIND BC DL - 5.0 PSF. ALL PLATES ARE W2X3 EXCEPT AS NOTED. (A) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. 22'll-4 22'11-4 I I15.10 22.11-4 w3xs 11'5-10 wsxg11'S-IO ' 22'11-4 R-74pir W-22'11-4 nFNb LHTUUI WHERE IN ROOF, :> LEFT JIG = 25'7"3 DESC. = FT4 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 1 TOTRL= 1 REV. 19.5o RIGHT JIG = 23'0"2 SEO = 24356 SCALE=0.3217 ST. LUCIE TRUSS CORP ■OV N N •• U U X M N N HANDLING, SHIPPING, RNO BRRCING. REFER TO HIB•91 (HANDLING INSTRLLING AND BARGING] PUBLISHED BY TPI (TRUSS PLRTE PRIOR TOSTITUTE PERFORMINGBTHESENOFRIO DR.: FFUNCTTIONS. SUITE UNLESSOOTHERWISENWI. 53�INOICRTE019,]TOPLCHORDTSHASAFEY LLCHAVES JOHN CLARK WEBER TC TC LL D L 20.0 7.0 PSF PSF REF DATE 0 9 -0 7 -2 0 0 1 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT-■ FURNISH R COP.Y OF THIS DESIGN TO THE INSTALLATION' CONTRACTOR. I ALPNE ENGINEERED PRODUCTS, NC. SHRLL'NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRRCING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE STATE OF FLORIDA REGISTERED ENGINEER BC BC OL L L ' 10.0 0.0 PSF PSF DESIGNED BY: J 0 H N L R I O/R LEN. 221104 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 PHONE (5611 335-3209 FRX (561] 335-32D9 E-MRIL sltrUss®msn.com PROVISIONS OF NOS (NRTIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION] AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTN 8653 GR40 GALV. STEEL THHISOTHERWISE THISPDESIGN, POSITIONAPPLY CONNECTORSCTOAPERODRAWINGSFACE 160FATZ. THEDSERLUNLESS DRAWING INDICATES RCCEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT DESIGN SHOWN. THE SUITFLBILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. P.E. #17 45 5 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 TOT.LD. r 37.0 PSF D U R.F A C. 1.25 SPACING 24.0" TYPE ab l ob:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / FT5 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ALL PLATES ARE W2X3 EXCEPT AS NOTED. (R) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. V3X5 (I m o, s•e- 10' V4X4(R) 10• 10' ' R43plf V-!0' LEFT JIG = 14'10"3 PLT. TYP.-WAVE ST. LUCIE TRUSS CORP 1q1 10331 LENNRRD ROAD T. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX. (561) 335-3209 E-MAIL sltruss®msn.com TPI (STD) NN ** TRUSSES REOUIRE__EXTREMEN FAB BRACING. REFER TO HIB-91 (HANDLING INSTALL IE INSTITUTE. 583 O'ONOFRIO DR.; SUITE 200, )R TO PERFORMING THESE FUNCTIONS. UNLESS OT 'ERLY ATTACHED STRUCTURAL PANELS AND BOTTOM ING. ■■IMPORTRNT■* FURNISH R COPY OF THIS INE ENGINEERED PRODUCTS, INC. SHALL NOT BE R IGN: ANY FAILURE TO BUILD THE TRUSSES IN CON )LING, SHIPPING, INSTALLING AND BRACING OF T VISIONS OF NOS (NATIONAL DESIGN SPECIFICRTIO ER ASSOCIATION) AND TPI. ALPINE CONNECTORS EPT AS NOTED. APPLY CONNECTORS TO EACH FACE S DESIGN POSITION CONNECTORS PER DRAWINGS 1 EPTRNCE bF PROFESSIONAL ENGINEERING RESPONSI IGN SHOWN. THE SUITABILITY AND USE OF THIS THE RESPONSIBILITY OF THE BUILDING DESIGNER, THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 110 MPH WIND, 29.38 FT MEAN HGT, SBC, ENCLOSED BLD.1111, G, LOCATED ANYWHERE IN ROOF, WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.41" DUE TO LIVE LOAD AND 0.06" DUE TO DEAD LORD. SEE DWGS S1103DEN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. RISEO = 24359 4"11 OTY= 1 TOTAL= 1 REV. 19.5a SCALE=0.2539 1 BRACING), PUBLISHED- BY TPI CTRUSS JOHN CLARK WEBER TC LL li 20 . 0 PSF REF IN WI. 53719) FOR SAFETY PRACTICES 7 . 0 PSF DATE 09 -07 -2001 IN016RTED , TOP CHORD SHALL HAVE TC DL ;HRi_i_ HAVE R PROPERLY ATTACHED RIGID STATE OF FLORIDA GNED BY' IGN TO THE INSFHLLI DNSIBLE FOR ANY DE' MANCE WITH TPI: OR SES. DESIGN CONFO'. JBLISHEO BY THE AM MADE OF 20GR RSTM TRUSS AND, UNLESS R-Z. THE SEAL ON ITY SOLELY FOR TRU PONENT.FOR ANY PAR CONTRACTOR. REGISTERED ENGINEER BC DL 10.0 PSF DESI IN FROM ICRTITHIS NG, BC LL, 0.0 PSF JOHN LRI ITH APPLICABLE 4 FOREST AND P.E. # 17 455 . * 37 PSF O/R LEN GR40 GRLV. STEELTOT. Lb. .0 . .10 'WISE NLOAE OIDON . 1 . 25DRAWG MPONENT RR BUILDING 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 SPACING 24.0" ITYPE qab I ON 2. b:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / FT6 OP CHORD 2x4 SP #2 OT CHORD 2x4 SP #2 WEBS 2x4 SP #3 LL PLATES ARE W2X3 EXCEPT AS NOTED. A) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. B'll"4 IO' 8'll-4 1'0-12 VUS IF m io W2.5X4 W4XB(R) I0' R-73PIF V-10' 8 • , LEFT JIG = 16'4"B PLT. TYP.FWRVE_TPI95 TPI(STD) OTY= 1 ST. LUCIE TRUSS CORD RN*WRRNINLi** TRUSSES REOUiRE EXTREME CARE IN FABRICATING, HHNb—LTR =,H 0 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBL PLATE INSTITUTE. SB3 D'ONOFRIO DR.: SUITE 200, MADISON WI. 53719) FI PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICRTEO , T01 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PRO CEILING. --IMPORTANT-- FURNISH R COPY OF THIS DESIGN TO THE INSTRLLR ALPINE ENGINEERED PRODUCTS, NC. SHALL NOT BE RESPONSIBLE FOR ANY OEV DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFOR 10331 LENNRRO ROAD PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RME PT. ST. LUCIE FL 34952 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM PHONE (561) 335-3207 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS FAX (561) 335-3209 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SERL ON T RCCEPTRNCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUS E-MRIL sltruss®msn.com DESIGN SHOWN. THE SUITNBILITY RNO USE OF THIS COMPONENT FOR ANY PART FG TWP RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 S THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 110 MPH WINOL D,S28.70FFTWIMEAN ND BCGDL SBC, EPSLOSED BLOG, LOCATED ANYWHERE IN ROOF, WINCALCULATED HORIZONTAL DEFLECTION IS 0.43" DUE TO LIVE LORD AND 0.06" DUE TO DEAD LORD. SEE DWGS S11030ENOG99 & GBLLETIN0699 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. RIGHT JIG = 13'9"3 SEO = 24365 TOTRL= 1 REV. 19.5o SCALE=0.2539 ING SHED BY TPI (TRUSS JOHN CLRRK WEBER TC L.L 20. 0 PSF REF DATE 09 -07 -2001 R SRFETY PRACTICES CHORD SHALL HAVE T C D L 7 . O PSF DESIGNED BY: ERLY RTTRCHED RIGID ION CONTRACTOR. STATE OF FLORIDA REGISTERED ENGINEER BC OL 10.0 PSF RTIABRDN FROM ICRTING,THIS BC LC 0 0 PSF JOHN LAI IS WITH RPPLICRBLE ICRN FOREST AND P.E. # 17455 ' 37 • 0 PSF O/R LEN. 10 1653 GR40 GALV. STEELTOT. ITHERWISE LOCATED ON IIS DRAWING INOICRTES IPT103S3T1 DUR . FAC . 1 .25 ' �CULRR UILDING .LLUCIEDFR0344952 24.0" o bSPACING TYPE 9 _ ib:(13647-12) RICH PROP. SRVRNNR CLUB - 12 UNIT / G 'OP CHORD 2x4 SP #2 30T CHORD 2x4 SP #2 WEBS 2x4 SP #3 Lt Nailer SP Ripped::Rt Noiler SP Ripped: )EFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTRL LORD. A i W2X4 i t-I 1.4- LEFT RAKE = 1'5"5 LEFT J.IG G15'11"6 DESCPLT. TYP.-WAVE_TPI95 TPI(STD) ST. LUCIE TRUSS CORP `•W N N ■■ U 'NO BRACING. REFER PLATE INSTITUTE. 59 PRIOR TO PERFORMING PROPERLY ATTACHED ST CEILING. ■■IMPORTAN ALPINE ENGINEERED PR DESIGN: ANY FAILURE HANDLING. SHIPPING, 10331. LENNARD ROAD PROVISIUNS ur rvua PT. ST. LUCIE FL 34952 PAPER ASSOCIATION) PHONE (561) 335-3207 EXCEPT AS NOTED. THIS DESIGN, POSIT FAX 1561) 335-3209 ACCEPTANCE OF PROF E-MAIL sltrUss®msn.com DESIGN SHOWN. THE IS THE RESPONSIBIL THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LRYOUI 110 MPH WIND, 18.06 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL - 5.0 PSF, WIND BC OL = 5.0 PSF. ALL PLATES ARE W2X3 EXCEPT AS NOTED. SEE DWGS S11030EN0699 & GBLLETINO699 FOR MORE REOUIREMENTS. N m 16'10" 1'4- R-89pir W-!0'8- RIGHT RAKE = 1'5"5 RISE = 149211. OTY= 1 TOTAL= 1 REV. 19.So SCALE =0.5762. REF MM-UTRE--EXTREME CARE N N H N L N H N N LL N TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS JOHN CLRRK WEBER TC LL 2O • PSF 53�19) FOR SAFETY -PRACTICES 7.O PSF DATE 09-07-2001 3 D'ONOFRIO DR.: SUITE 200 MRDISON, WI. THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE T C D L AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID STATE OF FLORIDA 10.0 PS DESIGNED B Y RUCTURRL PANELS T■■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. REGISTERED ENGINEER BC OL DOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS J 0 H N L R I TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FflBRICRTING, g C L L PSF DESIGN CONFORMS WITH APPLICABLE INSTALLING AND BRACING OF TRUSSES. P.E. #17455 37.0 PS RTIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND TOT T.L D. 0/R LEN. 100.800 PNO LLYTPI. ALP CONNECTORSETOOEACH TFACE ORS AOF TRUSS AND, UNLESS OTHERWISE LOCATEDON1.25 D U R.F R C N CONNECTORS PER DRAWINGS 160 R-Z. THE SEAL ON THIS DRAWING INDICATE . SIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT 10331 LENNRRO ROAD SPACING 24.0" THIS COMPOAN PARTICULARTION BUILDING PT. ST. LUCIE FL 34952 TYPE ab'1 UIIRBILITY ANDNG PER NENT TOR Job:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / G2 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :Lt Nailer SP Ripped::Rt Nailer SP Ripped: 12 sv iY2%4 (AU u2x3 W2%3 1OI 1.4. Rv-47312 U-3290 W-8- LEFT RAKE LEFT JIGDESCG25'll"6 PLT. TYP.-WRVE_TPI95 ST. LUCIE TRUSS CORP 1a1 TP I (STD) BRACING. REFER TO HIB-91 [HANDLING INST E INSTITUTE. 5B3 D'ONOFRIO DR.: SUITE 2 R TO PERFORMING THESE FUNCTIONS. UNLESS ERLY ATTACHED STRUCTURAL PANELS AND BOTT ING. •-IMPORTANT•■ FURNISH R COPY OF TH NE ENGINEERED PRODUCTS, INC. SHALL NOT B GN: ANY FAILURE TO BUILD THE TRUSSES IN LING, SHIPPING, INSTALLING AND BRACING C ISIONS OF NOS [NATIONAL DESIGN SPECIFICP R ASSOCIATION) AND TPI. ALPINE CONNECTC I,PT DESIGN OTPOSITION LCONNECTORS RPER DRAWING :PTANCE bF PROFES$IONRL ENGINEERING RESPC GN SHOWN. THE SUITRBILIPY AND USE OF TF 'iE RE---"-'9IL17 THE BliTi DTNG OESIGD W3x4 0'8- 0'8- THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S WINDMOP D61 PSFFTWIND NBCGDL SB5,0 PSFOSED BLDG, LOCATED ANYWHERE DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. N W2x4 (A 1) W2x3 W2x3 1'4' R1473k U-329p W-8' �16'10" RIGHT JIGS= 5111"6 SEO = 149214 REV. 19.50 SCALE =0.5762 OTY= 2 TOTRL= 2 FffATIN HAND L N H N N LL N BY JOHN CLRRK WEBER ITC LL 20.0 PSF REF JG AND BRACING) , PUBLISHED TPI (TRUSS 1ADISON WI. 53719) FOR SAFETY PRACTICES T C D L 7 O PSF DATE 09 -07 -2001 :RWISE INDICATED , TOP CHORD SHALL HRVE iORD SHALL HAVE R PROPERLY ATTACHED RIGID STATE OF FLORIDA D L 10.0 PSF DESIGNED BY _SIGN TO THE INSTALLATION CONTRACTOR. 6PONSIBLE FOR ANY DEVIATION FROM THIS REGISTERED ENGINEER B C 0• 0 JOHN LAI 3RMRNCE WITH TPI: OR FABRICATING, FORESTAPPLICABLE THENRMERICRNFORMS WITH UPUBLISHEDDESIGN P.E. #1745S BC LL TOT LD . P S F ` 37.0 PS O/R LEN. 100800 RE MADE OF 20GA RSTM A653 GR40 GRLV. STEEL OF TRUSS AND, UNLESS OTHERWISE LOCATED ON . CUR. FRC 1.25 0 A-Z. THE SEAL ON THIS DRAWING INDICATE ILITY SOLELY FOR TRUSS COMPONENT OMPONENTAN PARTICULARTION BUILDING 10331 LENNRRD RORO pT. ST. LUCIE FL 34952 . SPACING 24.0" TYPE comn TOR Job: (13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / G3 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FRUM TOP CHORD 2x4 SP #2 **■LORDING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL LORDS ------(LUMBER DUR.FRC.=1.25 / PLATE DUR.FRC.-1.25) 110 MPH WIND, 18.36 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCRTED WITHIN 8.50 FT TC From 54 PLF at 0.00 to 54 PLF at .10.67 FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL - 5.0 PSF. BC From 20 PLF at 0.00 to 20 PLF at 10.67 BC 156 LB Cono. Load at 2.40, 4.40, 6.27, 8.27 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. Rv-706N U-421# V-8- LEFT JIG = 5'11"6 DESC. = G3 . PLT. TYP.-WAVE_TPI95 ST. LUCIE TRUSS CORP ft 10331 LENNARO ROAD — PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E-MAIL sltrUss®msn.com e u 5'4- TPI (STD) OTY= 1 TOTAL= 1 HHNlN ■• U U E-EXTREME DRIN-FABRICATING, HANDLING, SHIPPING, INSTALLING BRRCING. REFER TO HI6-91 (HANDLING INSTALLING AND BRACING) PUBLISHE❑ BY TPI (TRUSS TE INSTITUTE. 583 O'ONOFRIO OR.: SUITE 200, MADISON, WI. S3h 9) FOR SAFETY PRACTICES DR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE PERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID LING. ••IMPORTANT•* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. INE ENGINEEREO PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS IGN: ANY FAILURE TO BUILD THE TRUSSES INCONFORMANCE WITH TPI: OR FABRICATING, DLING,SHIPPING, INSTALLING AND BRRCING OF TRUSSES. DESIGN CONFORMS WITH RPPLICRBLE VISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND ER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM R653 GR40 GALV. STEE EPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON S DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATE EPTRNCE OF PROFESSIONR_ ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS -COMPONENT IGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Rv-706# U-42IN V-8' H_5 LHTUUI RIGHT JIG = 5'11"6 SEO = 149217 REV. 19.5o SCALE=0.7202 JOHN CLARK WEBER TC LL 20.0 PSF REF - ORTE 09-07-2001 TC DL 7.0 PSF STATE OF FLORIDA REGISTERED ENGINEER BC DL 10.0 PSF DESIGNED BY: BC LL 0.0 PSF JOHN LRI O/R LEN. 100800 P.E. #17455 TOT.LD. • 3 7.0 PSF 10331 LENNARO ROAD PT. ST. LUCIE FL 34952 DUR . FAC . 1.25 SPACING 24.0" ITYPF comn Job:(1Jb4/-1CJ HILH HHUH. SHVHNNH CLUB - 12 UNIT / F-G1 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W2, W8 2x4 SP #2: SPECIRL LORDS ------(LUMBER DUR.FRC.-1.25 / PLATE DUR.FRC.=1.25) TC From . 764 PLF of 0.00 to 764 PLF at 8.67 BC - From 20 PLF at 0.00 to 20 PLF at 8.67 110 MPH WIND, 18.00 FT MEAN HGT, S8C, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHERTHING. wSX8 I N I W2X3 Rv-33974 U-31499 W-4- THIS OWG. PREPARED BY THE ALPINE JOB ❑ESIGNER NHUGHHM FHUM INU55 nrH a LHTUUI 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.O_9_nai1s) TOP CHORD: 1 ROW 0 4" o.c. BOT CHORD: 1 ROW 0 12" o.c. WEBS : 1 ROW 0 4" o.c. USE EOURL SPACING BETWEEN ROWS AND STRGGER NAILS IN EACH ROW TO AVOID SPLITTING. ■**LORDING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED BY TRUSS FABRICRTOR*** DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W3X4 W2X4 W3X4 WGX8 W2X3 Rv-33970 U-3149l W-4- LEFT JIG = 8'8"15 RIGHT JIG = 8'8"15 DESC. = FG1 SEO = 145791 PLT. TYP.-WRVE_TPI95 TPI(STD) OTY= 4 PLIES= 2 TOTAL= 8 REV. 19.5o SCALE=0.8865 ST. LUCIE TRUSS CORP FN*W N N ■■ U U X M N N HANDLING, SHIPPING, RN0 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRRCING) , PUBLISHED BY TPI [TRUSS JOHN CLRRK WEBER TC LL 20.0 PSF REF PLATE INSTITUTE. 583 O'ONOFRIO DR.: SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHRLL HAVE TC DL 7.0 PSF DATE 09 -07 -2001 PROPERLY ATTACHED STRUCTURAL PANELS.AND.BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID STATE OF FLORIDA DESIGNED BY CEILING. -■IMPORTANT-■ FURNISH A COPY -OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ENGINEER BC DL I O O PSF RLPINE ENGINEERED PRODUCTS INC. INC. SHRL ,'L NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS . TO GN:A,NSHIPPINGE, 0. 0 J O HN L R I HANDLINGDES INSTALLDINGHANORBRRCINGNOFOTRUSSES. DESIGNPCONFFORMSBWITHTAPPLICABLE BC L L PSF 10331 LENNRRD ROAD PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND P.E. #17 4 5 5 3 7 0 PT. ST. LUCIE FL 34952 PAPER ASSOCIATION) AND TPI. RLPINE CONNECTORS FIRE MADE OF 20GA RSTM A653 GR40 GALV. STEEL TOT. LD. . PSF O / A L E N. 9 PHONE [561) 335-3207 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FRCE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION REAL FRX [561) 335-3209 CONNECTORS PER DRAWINGS ISO A-Z. THE ON THIS DRAWING INDICATE ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS OUR. F R C. 1.25 E-MRIL sltruss®msn.com -COMPONENT DESIGN SHOWN. THE SUITABCLITY AND -USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER RNSI/TPI 1'=1995 SECTION 2. 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 SPACING See Obove TYPE F I at Job:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / HJ7 TOP CHORE) 2x4 SP #2 BOT CWEBS 2x4 SP #3 :Lt Nailer SP Ripped: I'IO"l0 Rv-4931 U-3672 W-10-9 LEFT RAKE = 1'11"9 OESC.= HJ�O'4"9 PLT. TYP.-WRVE_TPI95 ST. LUCIE TRUSS CORP iR I 10331 LENNARD ROAD T. ST. LUCIE FL 34952 EXIT PHONE (561) 335-320 TH FAX (561) 335-3203 RC E-MAIL sltrussOmsn.00m pE TPI (STD) mrmumnl=u rmr RFFFR TO HI I.lmrunNEEREDrnnPROD�-- UCTS, INC. SH Y FAILURE TO BUILD THE TR SHIPPING, INSTALLING AND OF NOS (NATIONAL DESIGN iCIRTION) AND TPI. ALPINE NOTED. APPLY -CONNECTORS 'N POSITION CONNECTORS PE 15F PROFESSIONRL ENGINEER 1VN. THE SUITABILITY AND gPDNSIBILITY OF THE BUILOI THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LHYUUr 110 MPH WIND, 18.41 FT MEAN HGI' SBC, ENCLOSED BLDG, 5.0 PSF. NOT LOCATED WITHIN 4.5 FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL = DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. Rv-103h U-1B04 NRILEO N m m � m 1809 NAILED OTY= 4 TOTAL= 4 LL N -CARE ING INSTALLING AND BRACING) PUBLISHED(TRUSS MADISON WE. 53191 FOR SRCTICES N N H N L N H N7CONTRACTOR. RIGHT REV. 19.5o SCALE ZO.O PSF JOHN CLRRK WEBER TC LL 7 • Q PSF TC DL JIG 24340 9"11 =0.6554 REF DATE 09-07-2001 DESIGNED SUITE 200 UNLESS O�HERWISE fNOICRTEO TOP CHOHRVE SHALL HRVE A'PROPERLYD RIGID STATE OF FLORIDA I O O P S F AND BOTTOM CHORD OPY OF THIS DESIGN TO THE INSTALLATION FOR ANY OEVIRTION FROM THIS REGISTERED ENGINEER B C O L . Q• Q .BY: J O H N L R I ALL NOT BE RESPONSIBLE USSES IN CONFORMANCE WITH TPI: OR FABRICATING. BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PUBLISHED BY THE A ERICAN FOREST AND B C L L P E #17455 TOT.LO. P S F 37 • 0 PSF 0/R LEN. 91013 SPECIFICATION CONNECTORS ARE MADE OF 20GH RSTM R653 GR40 GRLV. STEEL TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON OUR. F R C 1 . 2 S COMPONENT INDICATES FOR TTRUSSTHIS RESPONSIBILITY SOLELYSEAL INGDRAWINGS . l0331 LENNARO ROAD ST. LUCIE FL 34952 SPACING 24.0" TYPE h i — ack USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING PT. NG DESIGNER PER RNSI/TPI 1-1995 SECTION 2. Job: L1364/-12) RICH PROP. SHVHNNH CLUB - 12 UNIT / EJ/ THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PRUGRHM fHUM TOP CHORD 2x4 SP #2 110 MPH WIND, 18.41 FT MEAN HGTSBC, ENCLOSED BLDG, NOT LC BOT CHORD 2x4 SP #2 FROM ROOF EDGE. WIND TC DL = 5.6 PSF, WIND BC OL = 5.0 PSF. :Lt Nailer SP Ripped: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. W2X9 IR U W2X3 7• Rv-36O# U-2610 W-6' Rv-164# U-I67# NAILED Rv-734 U-160# NAILED H 5 LHTUUI ITHIN 4.50 FT LEFT RAKE = 1'5"5 LEFT JIG = 7'9"1 RIGHT JIG = 8'5"6 DESC. = EJ7 SEO = 23368 PLT. TYP.-WRVE_TPI95 TPI(STD) OTY= 36 TOTAL= 36 REV. 19.5a SCALE=0.9219 ST. LUCIE TRUSS CORP ••W N N •■ U U X HANDLING, HINSTALLING RND BRRCING. REFER TO HIB-91 (HANDLING INSTALLING RND BRACING) , UBLISHED BY TPI (TRUSS JOHN CLRRK WEBER TC LL 20.0 PSF REF PLATE INSTITUTE. 583 O'ONOFRIO DR.: SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE TC DL 7.0 PSF DATE 09-07-2001-- PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID STATE OF FLORIDA CEILING. -■IMPORTANT■■ FURNISH A COPY. OF THIS DESIGN TO THE INSTALLATION CONTRRCTOR. REGISTERED ENGINEER B C D L 10.0 PSF DESIGNED B Y RLPINE ENGINEERED PRODUCTS, INC. SHALL` NOT BE RESPONSIBLE FOR ANY DEVIRTION FROM THIS DESGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, 0.0 J OH N L R I HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC L L PSF F 10331 LENNRRD ROAD PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND P.E. #17 4 5 5 • 3 7 O 7 PT. ST. LUCIE FL 34952 PAPER ASSOCIATION) AND TPI. RLPINE CONNECTORS ARE MADE OF 20GR ASTM A653 GR40 GALV. STEELT 0 T.L D. . P S F 0 / R L E N. PHONE (561) 335-3207 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON FAX (561) 335-3209 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATE D U R.F R C. 1.25 E-MAIL sltrUssOmsn.com ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT 10331 LENNRRD RORO DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING PT. ST. LUCIE FL 34952 SURFING 24.0�� TYPE e 'ack IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. Job:(lJb4/-12) RICH PRUP. SAVANNA CLUB - 12 UNIT / EJ/1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SHIM ALL SUPPORTS TO SOLID BEARING. W2X4(A I) LEFT RAKE = 1'5"5 LEFT JIG = 7'9"1 DESC. = EJ71 PLT. TYP.-WRVE_TPI95 ST. LUCIE TRUSS CORP 10331 LENNARD ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E-MRIL sltruss®msn.com THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER 11HUUHHM FHUM 110 MPH WIND, 18.41 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LC FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 4'1- 7• 4.1. 2'11 7' Rv-361# U-2564 W-8- TPI CSTDI OTY= 10 TOTAL= 10 NG■■ TRUSSES REOURE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING CING. I REFER TO HB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS NSTITUTE. 583 D'ONOFRIO OR.: SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES 0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE Y ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID ..IMPORTANT*- FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ENGINEERED PRODUCTS, INC. SHALL` NOT BE RESPONSIBLE -FOR ANY DEVIATION FROM THIS ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, G. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE DNS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND SSOCIRTION) AND TPI. RLPINE CONNECTORS ARE MADE OF 20GA RSTM ABS3 GR40 GRLV. STEE AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON SIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 4EAL ON THIS DRAWING INDICATE iNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI L41995 SECTION 2.'', Rv-1734 U-I1800 NAILED Rv-64# U-1800 NRILEO Mhtt 5 LtlTUUl WITHIN 8.5 RIGHT JIG = 5'6"6 SEO = 2426E REV. 19.5o SCALE=0.9219 JOHN CLARK WEBER TC LL 20.0 PSF REF DATE 09-07-200A TC DL 7.0 PSF STATE OF FLORIDA REGISTERED ENGINEER BC OL 10.0 PSF DESIGNED BY: BC LL 0.0 PSF JOHN LRI 0/R LEN. 7 P..E. #17455 TOT.LD. 37.0 PSF 10331 LENNRRO ROAD PT. ST. LUCIE FL 34952 DUR . FRC . 1.25 SPACING 24.0" TYPE e jack ob: (13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / EJ72 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S L TOP CHORD 2x4 SP #2 110 MPH WIND, 18.71 FT MERN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIP BOT CHORD 2x4 SP #2 FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. LEFT JIG = 7'9"1 DESC. = EJ72 PLT. TYP.-WRVE_TPI95 TPICSTD) ST. LUCIE TRUSS CORP RND BRACING. REFER TO HIB-91 (HRNOLING INSTAL) PLATE INSTITUTE. 583 O'ONDFRIO DR.: SUITE 200 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 0 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CEILING. COPY OF ALPINE ENGINEERED TPRODUCTSR,NINC. ASHALL NOTBE DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CO HRNOLING, SHIPPING, INSTALLING AND BRACING OF 10331 LENNARD ROAD PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICRTI PT. ST. LUCIE FL 34952 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS PHONE (561) 335-3207 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FRC FAX (561) 335-3209 THIS DESIGN POSITION CONNECTORS PER DRAWINGS E-MAIL (561) s®ms3209 ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONS DESIGN SHOWN. THE SUITRBILITY AND USE OF THIS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER Rv-171# U-1990 NAILED 80# NAILED RIGHT JIG = 7'0"2 SEO = 24338 OTY= 2 TOTAL= 2 REV. 19.5o SCALE=1.0975 INS RNO BRACINGIN P, SHIPPING, INSTALLING UBLISHED BY TPI [TRUSS JOHN CLRRK WEBER TC LL 20.0 PSF REF DATE 09 -07 -2001 MADISON WI. 53h9) FOR SAFETY PRACTICES HERWISE fNOICRTEO TOP CHORD SHALL HAVE TC D L 7.0 PSF DESIGNED BY: CHORD SHALL HAVE'A PROPERLY ATTACHED RIGID DESIGN TO THE INSTALLATION CONTRACTOR. STATE OF FLORIDA REGISTERED ENGINEER BC 10.0 PSF ESPONSIBLE FOR ANY DEVIATION FROM THIS FORMRNCE WITH TPI: DR FABRICATING, .DL BC LL 0.0 PSF JOHN LAI . RUSSES. DESIGN CONFORMS WITH APPLICABLE . 0/R LEN . 7 N PUBLISHED BY THE AMERICAN FOREST AND ARE MADE OF 20GR RSTM R653 GR40 GALV. STEELTOT P.E. # 17455 . LD . 3 7 . O PSF DUR . FRC . 1.25 OF TRUSS RND, UNLESS OTHERWISE LOCATED ON 60 A-Z. THE' SERL ON THIS DRAWING INDICRTES BILITY SOLELY FOR TRUSS COMPONENT COMPONENT FOR ANY PRRTICULRR BUILDING 10331 LENNARD ROAD PT. ST. LUCIE FL 34952 SPACING 214 - 0 1 TYPE e jock PER ANSI/TPI 1-1995 SECTION 2. Job:(13647-12) RICH PROP. SRVRNNR CLUB - 12 UNIT / EJ73 TOP CHORD 2x4 SP #2. BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SHIM ALL SUPPORTS TO SOLID BEARING. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFH-5 LH 110 MPH WIND, 18.71 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. Rv-60N U-1800 NAILED V4%6 R-15611 U-1804 Rv-2520 U-192# W-B- Rv-50# U-18011 NAILED LEFT JIG = 7'9"1 PLT. TYP.EWRVE_TPI95 TPI(STD) OTY= 4 TOTRL= 4 REV. 19.5a RIGHT JIG = 4'0"4 SEO = 24332 SCALE=1.0975 ST. LUCIE TRUSS CORP 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207' FAX (561) 335-3209 E-MRIL sltruss®msn.com ■+V N N •■ U U % N N HANDLING SHIPPING, RN0 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) , PUBLISHEO BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR.: SUITE 200, MADISON WI. 53719) FOR SRFETY.PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE PROPERLY.ATTACHEO STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTRNT•- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE VITH.TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPPLICRBLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION] AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A553 GR40 GALV. STEEL DRAWINGLOCATED THISOTHERWISE BERLUNLESS 160FRTIUSSTHEAND PER RAWINGSFACE POSITIONLCONNECTORSCONNECTORS THISPDESIGNNOTED. IN INDICATES ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT RESIGN SHOWN. THE SUITABJLITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. JOHN CLRRK WEBER STATE OF FLORIDA REGISTERED ENGINEER P.E. # 17 45 5 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 TC LL TC DL BC DL BC L L ' TOT. L D. 20 7.0 10.0 0.0 � 3 7 . 0 . O PSF PSF PSF PSF PSF REF DATE 09-07-2001 DESIGNED BY: J 0 H N L R I 0 / R L E N. 7 D U R.F A C. 1.25 SPRCING 24.0" TYPE e 'ack Job: (13647-12) RICH PROP. SRVRNNR CLUB - 12 UNIT / CJ5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MI X S LHTUUi TOP CHORD 2x4 SP #2 110 MPH WIND, 17.99 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 4.5 BOT CHORD 2x4 SP #2 FROM ROOF EDGE. WIND TC OL = S. PSF, WIND BC DL = 5.0 PSF. :Lt Nailer SP Ripped: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. (R U u W2X3 . 1 Rv-291N U-2240 W-8- Rv-1094 U-1804 NAILED NV-4b. U-1... —11— LEFT RAKE = 1'5"5 RIGHT JIG = 6'5"6 LEFT JIG = 5'7"1 SEO = 23384 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 8 TOTAL = 8 REV. 19.5o SCALE=1.2130 ST. LUCIE TRUSS CORP ;N-4 N •+ U U X M N N HANDLING SHIPPING, flN0 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING] , PUBLISHED BY TPI (TRUSS JOHN CLRRK WEBER TC LL 20 . PSF REF DATE 09 -07 -2001 ATE INSTITUTE. 583 D'ONOFRIO DR.: SUITE 200, MAD SON WI. 53719) FOR SAFETY PRACTICES OTHERWISE ENDICRTED TOP CHORD SHALL HAVE TC DL 7.0 PSF IOR TO PERFORMING THESE FUNCTIONS. UNLESS , OPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CONTRACTOR. STATE OF FLORIDA 10.0 DESIGNED BY: ILING. •-IMPORTANT*• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION REGISTERED ENGINEER BC DL PSF PINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS SIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, BC L L 0.0 PSF J 0 H N L A I IHANDLING, ROAD a SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE OVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RNO P.E. #174SSFL 37.0 PSF 0/R LEN. 5 RD 34952PER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GRLV. STEEL AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON TOT.LD. 1.25 335-3207CEPT DESIGN, POSITION CONNECTORS PER DRAWINGS 160 R=Z. THE SEAL ON THIS DRAWING INDICRTES OUR.FAC. 335 32D9IS ®msn.comSIGN CEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT SHOWN. THE SUITABILITY ANQ USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING THE RESPONSIBILITY OF THE BUILDING 0_ESIGNER PER ANSI/TPI 1-1995 SECTION 2. 10331 LENNRRD ROADSPACING PT. ST. LUCIE FL 34952 24.0" TYPEack Job:(13647-12) RICH PROP. SAVANNA CLUB'- 12 UNIT / CJ3 TOP CHORD 2x4 SP #2 BDT CHORD 2x4 SP #2 :Lt Nailer SP Ripped: THIS DWG. PREPARED BY THE ALPINE JDB DESIGNER PROGRAM FROM 110 MPH WIND, 17.57 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCA1 WIND TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. MFR'S LAYOUT Rv-4811 U-18O0 NRILEO 3O1 NAILED 1 LEFT RRKE = 1'5"5 .LEFT JIG 3'S"3. PLT. TYP.-WRVE_TPI95 TPI(STO) OTY= 8 TOTRL= 8 REV. 19.5o RIGHT JIG = 4'S'6 SEO = 23362 SCALE=1.7729 ST. LUCIE TRUSS CORP 10331 LENNARO ROAD PT-. ST. LUCIE FL 34952 PHONE (561) 335-3207 FRX (561) 335-3207 E-MAIL sltrUss®msn.com _ _ •'W N N •• U U M N HANDLING, H NINSTALLING RN0 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BARGING) UBLISHED BY TPI [TRUSS PLATE INSTITUTE. 583 O'ONOFRIO OR.: SUITE 200, MADISON WI. 53319) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE PROPERLY RTTRCHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMRNCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS [NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA RSTM A553 GR4O GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RNO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS IS R-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONP.L ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANII USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. JOHN CLARK WEBER STATE OF FLORIDA REGISTERED ENGINEER P.E.#17 45 5 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 TC LL TC DL B C p L BC L L ' TOT.LD. 20.0 PSF 7 . 0 PSF 10.0 PSF . O PSF 37.0 PSF REF DATE 09 -07 -2001 DESIGNED B Y : J 0 HN L R I O/R LEN. 3 DUN. FR C . 1.25 SPACING 24.0" TYPE 'jack Job:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / PB7 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ALL PLATES ARE W2X3 EXCEPT AS NOTED. DEFLECTION MEETS L/360.00 LIVE RND L/240.00 TOTRL LORD. W2X4 (0 U LEFT JIG PB9'8"3 DSPLT. TYP.-WAVE_TPI95 ST. LUCIE TRUSS CORP ai TPI (STD) N •■ TRUSSES REUOIRIE EXTREME GHKt BRACING. REFER TO HIB-91 (HANDLING I IE INSTITUTE. 583 D'ONOFRIO DR.: SUIT )R TO PERFORMING THESE FUNCTIONS. UNL 'ERLY ATTRCHED STRUCTURAL PANELS RND B ING. --IMPORTANT-- FURNISH A COPY OF INE ENGINEERED PRODUCTS, INC. SHRtL NO ' IGN: RNY FAILURE TO BUILD THE TRUSSES JPE ANDLING, SHIPPING, INSTALLING AND BRRCIN 10331 LENNRRD RORDROVISIONS OF NOS (NATIONAL DESIGN SPECIF PT. ST. LUCIE FL 3495APER RSSOCIRTION) AND TPI. ALPINE CONNE PHONE (561) 335-3207XCEPT AS NOTED. APPLY CONNECTORS TO ERC FRX (561) 335-3207HIS DESIGN, POSITION CONNECTORS PER DRAW CCEPTRNCE OF PROFESSIONAL ENGINEERING RE E-MRIL sliruss®msn.comESIGN SHOWN. THE SUITABILITY FNO USE OF _ S TNF RESPONSIBILITY OF THE BUILDING DES THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S 110TWIND5 ,10 PSFFTWIEANBCGDL SB5,0 ENCLOSED BLDG, LOCATED ANYWHERE D C RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. SEE DWGS S11030EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. W-8'll'4 l ]� 16. 1,; RISEO JIG 15 2324442 OTY= 2 TOTRL= 2 REV. 19.50 SCALE =0.8596 17 NSTRLLING AND BRRCING)N PUBLISHED BY TPI (TRUSS JOHN CLRNG RK WEBER TC LL 20 O PSF REF -2001 E 200, MADISON, WI. 53719) FOR SAFETY PRACTICES ESS OTHERWISE INDICATED TOP CHORD SHALL HAVE T C D L 7.0 PSF DATE 09 -07 DESIGNED BY OTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID THIS DESIGN TO THE INSTRLLRTION CONTRACTOR. STATE OF FLORIDA REGISTERED ENGINEER BC DL 10.0 PSF T BE RESPONSIBLE FOR RNY DEVIATION FROM THIS O.O PSF JOHN LAI IN CONFORMANCE WITH.TPI: OR FABRICATING, G OF TRUSSES. DESIGN CONFORMS WITH RPPLICRBLE FOREST AND #17455 BC L L 37 O 81104 ICRTION PUBLISHED BY THE AMERICAN STEEL P.E. TOT . LD . . PSF O/R LEN . CTORS ARE MADE OF 20GR RSTM R653 GR40 GRLV. DUR . FRC . 1 . 25 H FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON INGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATE SPACING 24.0" V TYPE 01 SPONSIBILITY SOLELY FOR TRUSS COMPONENT THIS COMPONENT FOR ANY PARTICULAR BUILDING 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 IGNER PER ANSI/TPI 1-1995 SECTION 2. Job:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / V12 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SEE DWG VRLTRUSS0699 FOR VALLEY DETAILS. N W2X4(DI) THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRHM FROM 1HU55 MFH 5 LHTUUl 110 MPH WIND, 19.48 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL - 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. W4X4 12 s p N W2X4 CO1) 71 Li �18'1" 1z• 1z• 1 W2X3 R-74plF W-12' LEFT JIG = 6'6" DESC. = V12 PLT. TYP.-WAVE_TPI95 TPI(STO) OTY= 6 TOTAL= 6 REV. 19.5a RIGHT JIG = 6'6" SEO = 23328 SCALE=0.6402 ST. LUCIE TRUSS CORP A-+W N N •• U U X N N HANDLING, SHIPPING, N LL N flN0 BRRCING. REFER TO HIB-91 (HANDLING TARE, AND BRACING) , PUBLISHED BY TPI (TRUSS JOHN CLARK WEBER TC LL 20.0 PSF REF PLATE INSTITUTE. 583 D'ONOFRIO OR.: SUITE 200 MADISON WI. 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICRTEO , TOP CHORD SHALL HAVE TC DL 7.0 PSF DATE 09 -07 -2001 PROPERLY ATTACHED STRUCTURRL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �•IMPORTRNT•. FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHRLt NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS STATE OF FLORIDA REGISTERED ENGINEER BC DL 10.0 PSF DESIGNED BY: HANDLINGDES GN: R,NSHIPPING, INSTALLINGFAILURE TO UILD HAND BRRCINGE TRUSSES NOFOTRUSSESCE DESIGN WITH PCONFORMS BWITH TAPPLICABLE BC L L 0.0 PSF J O H N L A I 0 / A L E N. 12 10331 LENNARO ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E-MRIL sltruss®msn.com PROVISIONS OF NOS (NATIONAL ❑ESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM 8653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS .TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCRTED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATE ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT DESIGN SHOWN. THE SUITAEILITY AND USE OF THIS COMPONENT FDA ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER RNSI/TPI 1-1995 SECTION 2. P.E.#17 4 5 5 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 T O T. L D. 3 7 - 0 PSF OUR. FR C. 1.25 SPACING 24. 0 " TYPE v a.l Job:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / V4 TOP CHORD 2.4 SP #2 BOT CHORD 2x4 SP #2 SEE DWG VALTRUSSD699 FOR VALLEY DETAILS. DESC. = V42 " 2 PLT. TYP.-WRVE_TPI95 ST. LUCIE TRUSS CORP ai 10331 LENNRRD ROAD T. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E-MRIL sltruss®msn.cam V3X4 12 5 [;-,- TPI (STD) N u.. =u=701 ACING. REFER TO I INSTITUTE. 583 D TO PERFORMING THE LY ATTACHED STRUC -ING : SUI ING. aaIMPORTRNTaa FURNISH A COPY OF THI INE ENGINEERED PRDOUCTS, INC. SHALL NOT BE IGN: ANY FAILURE TO BUILD THE TRUSSES IN C ]LING, SHIPPING, INSTRLLING.RND BRACING OF VISIONS OF NOS (NATIONAL DESIGN SPECIFICRT ER EPTASSOCIATION) NOTED. APPLYTPI. CONNECTORSALPINE CONNECTOR TO EACHR 5 DESIGN, POSITION CONNECTORS PER DRAWINGS EPTRNCE OF PROFESSIONAL ENGINEERING RESPON IGN SHOWN. THE SUITA61LITY AND USE OF THI THE RESPONSIBILITY OF -THE BUILDING THIS DWG. PREPARED BY THE ALPINE J08 DESIGNER PROGRAM FROM TRUSS MFR'S LRYC F110 MIEOGE19WIND TCMDRNoH5T0 PSF, WINDDBCDDLLDG5 �OPSFOCRTED WITHIN FROM ROOF4 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. W2X4(D0 4' 4' R-74PIfl W-4' I RIGHT = 232932 OTY= 8 TOTAL= B REV. 19.50 SCALE=1.9207 N H N L N H N N LL N ING RND BRACING) , PUBLISHED BY TPI CTRUSS JOHN CLRRK WEBER TC LL 2O . PSF REF 09 07 -2001 MADISON WI. 53719) FOR SAFETY PRACTICES HERVISE INDICRTED TOP CHORD SHALL HAVE T C DL 7, 0 P S F DA T E DESIGNED BY: CHORD SHALL HAVE A PROPERLY ATTACHED RIGID DESIGN TO THE INSTALLATION CONTRACTOR. STATE OF FLORIDA REGISTERED ENGNEER BC D L 10.0 P S F ESPONSIBLE FOR ANY DEVIATION FROM THIS FORMANCE WITH TPI: OR FABRICATING, BC L L O.. O PSF JOHN LA I 0/R LEN. 4 RUSSES. DESIGN CONFORMS WITH APPLICABLE N PUBLISHED BY THE AMERICAN FOREST AND P E. #17455 a 37. PSF ARE MADE OF 20GA RSTM R653 GR40 GALV. STEELTOT. . FAC . 1 . 2560 OF TRUSS AND, UNLESS OTHERWISE LOCATED ON R-Z. THE SEAL ON THIS DRAWING INDICATESBILITY [DUR ACING 24.0" TYPE Va SOLELY FOR TRUSS COMPONENT COMPONENTAN PARTICULAR BUILDING 10331 LENNARD ROAD PT. ST. LUCIE FL 34952 PER ANSI/TOR Job:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / V8 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SEE DWG VRLTRUSS0699 FOR VALLEY DETRILS. (01) LEFT V8" 4'4 PLT. TYP.-WAVE_TPI95 3T. LUCIE TRUSS CORP It 10331 LENNRRO ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E-MRIL sitruss®msn.com 4 W2X3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 110 MPH WIND, 18.78 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCRTED RNYWHERE IN ROOF, WIND TC OL - 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. R-74plf W.8' RIGHT JIG = 4'4" SEO = 23295 TPI(STD) OTY= 8 TOTRL= 8 REV. 19.5o SCALE=0.9G04 IHNINU- EXTREME CARE IN N HANDLING SHIPPING, BRACING. REFER TO HIG-91 (HANOLING INSTRLLING AND BRACING) , PUBLISHED BY TPI (TRUSS JOHN CLARK WEBER TC LL 20.0 PSF REF DATE 09 -07 -2001 TE INSTITUTE. 5B3 D'ONOFRIO DR.: SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES 3R TO - PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE TC DL 7 • 0 PSF DESIGNED BY: PERLY ATTACHED STRUCTURAL PRNELS RND BOTTOM CHORD SHALL HRVE R PROPERLY ATTACHED RIGID LING. •-IMPORTANT■• FURNISH A COPY OF THIS DESIGN TO THE INSTALLRTION CONTRACTOR. STATE OF FLORIDA REGISTERED ENGINEER BC D L 10.0 PSF INE ENGINEERED PRODUCTS, INC. SHRL� NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS IGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, B C L L 0•0 P S F J D H N L A I OLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPPLICRBLE VISIONS OF NOS (NRTIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND P.E. #174 55 TOT.LD. 37 • 0 PSF 0/R LEN. 8 ER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GRLV. STEEL D U R.F R C. 1.25 EPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON S DESIGN, POSITION CONNECTORS PER DRAWINGS ISO R-Z. THE SEAL ON THIS DRAWING INDICATES EPTRNCE OF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT CPERORNSI/TPA RN1995RSECTIDN BUILDING 10331 LENNRRO ROAD PT. ST. LUCIE FL 34952 SPACING 2 4.0 " TYPE Val THE RESPDNSIBILITYIOFDTHETBUILOINGEDESIGNER Job:(13647-12) RICH PROP. SAVANNA TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SEE DWG VRLTRUSS0699 FOR VALLEY DETAILS. 12 V2x410]]f 6 1 LEFT JIG = 2'2" DESC. = PB1 PLT. TYP.-WAVE_TPI95 TPI(STD) ST. LUCIE TRUSS CORP Y ATT 10331 LENNRRO ROAD IPRUVISIUNS OF NUS ENH PT. ST. LUCIE FL 34952 PAPER ASSOCIRTION] ANi PHONE (561) 335-3207 EXCEPT AS NOTED. RPPi FAX (561) 335-3209 THIS DESIGN, POSITION ACCEPTANCE OF PROFESS E-MAIL sltrUss9msn.cam I DESIGN SHOWN_ THE SU - 12 UNIT / P B1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PRUGRHM FHUM 110 MPH WIND, 17.40 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCR1 WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 1 OTY= 1 EXTREME-CRRE IN FABRICATING, HANDLING, 1 (HANDLING INSTALLING FIND BRACING), P RIO DR.: SUITE 200, MADISON, WI. 53719 NCTIONS. UNLESS OTHERWISE INDICATED , PANELS AND BOTTOM CHORD SHALL HRVE R ISH A COPY,OF THIS DESIGN TO THE INSTP INC. SHRLL° NOT BE RESPONSIBLE FOR ANY THE TRUSSES IN CONFORMANCE WITH TPI: NG AND BRACING OF TRUSSES. DESIGN CON DESIGN SPECIFICRTION PUBLISHED BY THE ALPINE CONNECTORS ARE MADE OF 20GA A5 ECTORS TO EACH FACE OF TRUSS AND UNLE TORS PER DRAWINGS 160 R-Z. THE kAL C 2• T 0 1 R-74pIP W-18• fll•H J Lm T UUI WHERE IN ROOF, �16'10" RIGHT JIG = 2'2" SEO = 149243 TOTAL= 1 REV. 19.5o SCALE=0.4268 HEO BY TPI iTRUSS JOHN CLARK WEBER TC LL 20.0 PSF REF DRTE 09 -07 -2001 SAFETY PRACTICES CHORD SHALL HAVE TC OL 7.0 PSF RLY ATTACHED RIGID ON CONTRACTOR. STATE OF FLORIOR REGISTERED ENGINEER BC DL 10.0 PSF DESIGNED BY: TION FROM THIS BWITHTING BC LL 0.0 PSF JOHN LR I APPLICABLE CAN FOREST AND 53 GR40 GRLV. STEELTOT.LO. P.E. # 17455 r 37.0 PSF O/R LEN. 18 HERWISE LOCATED ON S DRAWING INDICATES OUR FAC. 1.25 NGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT 10331 LENNRRO ROAD TY AND.USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING PT. ST. LUCIE FL 34952 SPACING 24.0" TYPE vn I BUILDING DESIGNER PER RNSI/TPI 1-1995 SECTION 2. Job- L1Jb4/-1LJ KiUH FHUF. SHVHNNH ULUd - 12 UNIT / FbJ THIS DWG. PREPRRED BY THE RLPINE JUB DESIGNER PKUGHHM FHUM IHU55 MFH 5 LHTUUI TOP CHORD 2x4 SP #2 110 MPH WIND, 18.23 FT MERN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.5 BOT CHORD 2x4 SP #2 FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. SEE DWG VRLTRUSSOG99 FOR VALLEY OETRILS. N v2X4(DH 6' 12• 16• 6' 6' 6. 1e• R-74pIP W-16' LEFT DESC. PLT. JIG = 6'6" = PB3 TYP.-WAVE_TPI95 TPI(STD) OTY= 1 TOTAL= 1 REV. 19.5o RIGHT JIG SEO = SCALE=0.4268 = 6'4"6 149225 ST. LUCIE TRUSS CORP F--V N •• U U N N H N L N SHIPPING, INSTALLIN RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.: SUITE 200 MADISON WI. 53h 9) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE fNDICRTEO TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. •■IMPORTANT■• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHRLLCNOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS JOHN CLRRK WEBER STATE OF FLORIDA REGISTERED ENGINEER TC LL TC DL BC O L 20.0 7.0 10.0 PSF PSF PSF REF DATE 09 -07 -2001 DESIGNED BY: DESGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC L L 0.0 P S F J 0 H N L R I ' 10331 PT. ST. PHONE FAX E-MRIL LENNARO ROAD LUCIE FL 34952 (561) 335-3207 (561) 335-3209 sltr�ss®msn.com PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM 8653 GR4O GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCRTED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE BERL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANU USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER RNSI/TPI 1-1995 SECTION 2-: P.E. #17 4 5 5 10331 LENNRRO ROAD PT. ST. LUCIE FL 34952 TOT. LD. 3 7 . O PSF 0 / A L E N. 18 D U R.F R C . 1 . 2 5 SPACING 2 4 .0 " T Y P E. v a I Job:(13647-12) RICH PROP. SRVRNNR CLUB - 12 UNIT / PB2 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SEE DWG VRLTRUSSOG99 FOR VALLEY DETAILS. 4 rcnj LEFT JIG = 4'4" PLT. TYP.PWRVE_TPI95 TPI(STO) 3T. LUCIE TRUSS CORP ••v N •• U u x n N RND BRRCING. REFER TO HIB-91 (HANDLING INSTALLINFABHLG PLATE INSTITUTE. 583 O'ONOFRIO OR:: SUITE 200, MR PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHER PROPERLY RTTRCHEO STRUCTURAL PANELS AND BOTTOM CHO CEILING. ••IMPORTANT■• FURNISH R COPX OF THIS DESI ALPINE ENGINEERED PRODUCTS, INC! SHALL NOT BE RESP DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORM HANDLING, SHIPPING, INSTALLING AND BRRCING OF TRUSS !E� 331 LENNRRD ROAD PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION P ST. LUCIE FL 34952 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE ONE (561) 335-3207 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF RX (561) 335-3209 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 ACCEPTANCE OF PROFESSIONRL ENGIR_ERING RESPONSIBIL AIL sltruss®msn.com DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMP lc Tuc RESPONGTRTIITY OF THE BUILDING DESIGNER. PER MAD PRIOR is, THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 110 MPH WIND, 17.81 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.51 FROM ROOF EDGE. WIND TC DL 5.6 PSF, WIND BC OL - 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. R-74pIF W-18' RIGHT JIG = 2'7"4 SEO = 149223 OTY= 1 TOTAL= 1 REV. 19.5o SCALE =0.426E N H N L N SHIPPING, RND BRHCINGI , PUBLISHED BY TPI (rRuss JOHN CLARK WEBER TC LL 20 . PSF REF JOb- lldb4/-12J H1C:H F'RUF'. SHVHNNH CLUB - 12 UNIT / PB4 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. m V2%4 (00 ie V4X4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT ILO MPH WIND, 18.65 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.5( FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. R-74plF W-18' LEFT PLT. JIG = 8'8" TYP.-WRVE_TPI95 TPI(STD) OTY= 1 TOTRL= 1 REV. 19.5a RIGHT JIG = 8'8" SEO = 149227 SCALE=0.4268 ST. LUCIE TRUSS CORP 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX 1561) 335-3209 E-MAIL sitruss®msn.com --V N N -- U U N N HANDLING, SHIPPING, N LL N RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRRCING)PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR.: SUITE 200, MADISON, WI. 53319) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. --IMPORTANT-- FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHRLL.NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES`IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM A653 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE S(ERL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND.USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. JOHN CLRRK WEBER STATE OF FLORIDA REGISTERED ENGINEER P.E. #17455 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 TC LL TC DL B C O L BC L L TOT.LD. 20.0 7.0 1 0.0 37.0 PSF PSF PSF P S F PSF REF DATE 09 -07 -2001 DESIGNED B Y: J 0 H N L R I 0/R LEN. 18 OUR. F R C . 1.25 SPACING 24.0" YPE . va TI Job: (13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / PB5 THIS DWG. PREPRRED BY THE ALPINE JOB DESIGNER PRUGRHM FRUM iHUSa nrH 5 LHYUUi TOP CHORD 2x4 SP #2 110 MPH WIND, 18.85 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.5 BOT CHORD 2x4 SP #2 FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 1B' R-74pii' W-18' �16'10" LEFT JIG PB5 9' PLT. TYP.-WAVE_TPI95 OTY= 8 TOTAL= 8 REV. 19.5a RIGHT JIG SEO = SCALE=0.4268 = 9'9" 149229 ST. LUCIE TRUSS CORP 10331 LENNRRD ROAD PT. 5T. LUCIE FL 34952 PHONE (5611 335-3207 FAX (561) 335-3209 E-MRIL sltruss®msn.com ■■V N ■■ U U EXTREME N N HANDLING, H NINSTALLING RND BRRCING. REFER TO INSTALLING AND BRACING) UBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 ITE 200, MADISON WI. k3 19] FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICRTED , TOP CHORD SHALL HRVE PROPERLYTTRCHED STRUCTURAL PANELS AND BOTTOM CHORD SHRLL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT■■ FURNISH A COPY -OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHRLL`NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, NSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IFICRTION PUBLISHED BY THE RMERICAN FOREST AND PAPER ASSOCIATION] AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM B653 GR40 GALV. STEELTOT.LD. EXCEPT AS NOTED. APPLYCONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS NR� ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT ❑ESIGN SHOWN. THE SU RBtLITY RND USE OF THIS COMPONENT FOR ANY PRRTICULRR BUILDING IS THE RESPONSIBILITY F THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. JOHN CLARK WEBER STATE OF FLORIDA REGISTERED ENGINEER P.E. #174 5 5 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 TC LL TC DL BC DL BC L L 20.0 7.0 10.0 0.0 37 • 0 PSF PSF PSF PSF PSF REF DATE 09 -07 -2001 DESIGNED J 0 H N BY: L R I O/A LEN. 18 D U R.F A C . 1.25 SPACING 2 4 .0 " TYPE v a TPI (STD) R I HIB-91 (HANDLING D'ONOFRIO DR.: IO IT 0 -12) RICH PROP. SAVANNA CLUB - 12 UNIT / TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. W2X4(O 1) LEFT JIG = 9'6"5 DESC. = PB10 PLT. TYP.-WAVE_TPI95 ST. LUCIE TRUSS CORP 10331 LENNRRD ROAD — PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (5611 335-3209 E-MAIL sltruss9msn.com 12 S. p 8'9-8 8 8'9'8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PRDGRRM FROM TRUSS MFR'S LRYOUT 110 MPH WIND, 18.81 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.5( FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF.. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. SEE DWG VRLTRUSS0699 FOR VALLEY DETAILS. TPI (STD) OTY= 36 TOTAL= 36 WARNING-- TRUSSES REQUIRE EX N RTING HANDLING, SHIPPING D BRACING. REFER TO HIB-91 (HANDLING INSTALLING RND GRACING), PUBLISHE❑ BY TPI [TRUSS ATE INSTITUTE. 583 O'ONOFRIO OR.: SUITE 200, MADISON WI. 53719) FOR SAFETY PRACTICES IOR TO PERFORMING THESE. FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE OPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID ILING. •IMPORTANT•• FURNISH A COPY QF THIS DESIGN TO THE INSTALLATION CONTRACTOR. PINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS SIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, NOLING, SHIPPING, INSTRLLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE DVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PER ASSOCIRTION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM 8653 GR40 GRLV. STEE CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON IS DESIGN POSITION CONNECTORS PER ORRWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATE CEPTRNCE DESIGN, PROFESSIONR4 ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT SIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2:-_ W2X3 W2X3 R-74pIF W-8'9'8 RIGHT JIG = 8'1"3 SEO = 149231 REV. 19.5o SCALE =0.8739 JOHN CLARK WEBER TC LL 20..0 PSF REF TC DL 7.0 'PSF DATE 09-07-2001 STATE OF FLORIDA REGISTERED ENGINEER BC DL 10 . 0 PSF DESIGNED BY BC LL 0.0 PSF JOHN LR I P.E. # 17455 TOT . LD . 37 . 0 PSF 0/R LEN . 60908 DUR . FAC . 1.25 10331 LENNARD ROAD PT. ST. LUCIE FL 34952 SPACING 24.0" TYPE vn ob:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / PB9 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE RND L/240.00 TOTAL LORD. W2X4 (D Il LEFT JIG = 8'S"15 PLT. TYP.PWRVE_TPI95 ST. LUCIE TRUSS CORP Q l0331 LENNRRO ROAD — PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FRX (561) 335-3209 E-MAIL sltruss®msn.com TPI (STD) N N -- U U X E CARE IN BRACING. REFER TO HIB-91 (HANDLING INS' TE INSTITUTE. 583 O'ONOFRIO OR.: SUITE DR TO PERFORMING THESE FUNCTIONS. UNLESI PERLY ATTACHED STRUCTURAL PANELS AND BOT LING. ••IMPORTRNT•• FURNISH R COPY OF TI INE ENGINEERED PRODUCTS, NC. SHALL NOT IGN: ANY FAILURE TO BUILD THE TRUSSES IN OLING, SHIPPING, INSTALLING AND BRACING VISIONS OF NOS (NRTIONRL DESIGN SPECIFIC ER ASSOCIATION) AND TPI. ALPINE CONNECT EPT AS NOTED. APPLY CONNECTORS TO EACH S DESIGN POSITION CONNECTORS.PER DRRWIN EPTANCE bF PROFESSIONRL ENGINEERING RESP IGN SHOWN. THE SUITABILITY RNLI USE OF T THE RESPONSIBILITY OF THE.BUILDTNG DESIG THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRRM FROM ' 110 MPH WIND, 18.63 FT MEAN HGTSBC, ENCLOSED BLDG, NOT LC FROM ROOF EDGE. WIND TC DL - 5.6 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. SEE DWG VRLTRUSS0699 FOR VALLEY DETAILS. 7'll- l0"8 W2X3 W2X3 W2X3 R-74plf W-8'918 MFR'S LAYOUT WITHIN 8.50 16' RIGHT JIG = 3'4"15 SEO = 149233 OTY= 2 TOTAL= 2 REV. 19.5o SCALE =0.8739 INSTALLING TN RNO BRACING) PUBLISHED BY TPI (TRUSS JOHN CLRRK WEBER TC LL 2O • O PSF REF MADISONI WI. 53h 9) FOR SAFETY PRACTICES HERWISE INDICATED , TOP CHORD SHALL HAVE T C D L 7 • 0 PSF DATE 09 -07 -2001 CHORD SHALL HAVE R PROPERLY ATTACHED RIGID DESIGN TO THE INSTALLATION CONTRACTOR. STATE OF FLORIDA REGISTERED ENGINEER BC DL 10.0 PSF DESIGNED BY ESPONSIBLE FOR ANY OEVIRTION FROM THIS FORMRNCE WITH TPI: OR FABRICATING, BC LL 0.0 PSF JOHN LRI BUSSES. DESIGN CONFORMS WITH APPLICABLE N PUBLISHED BY THE AMERICAN FOREST AND P.E. #17455 TOT LD 37 • PSF O/A LEN 80908 ARE MADE OF 20GR RSTM A653 GR40 GALV. STEEL OF TRUSS AND J� UNLESS OTHERWISE LOCATED ON 60 A-Z. THE 4ERL ON THIS DRAWING INDICATES . . OUR. FRC . 1.25 . BILITY SOLELY FOR TRUSS COMPONENT COMPONENT FOR ANY PARTICULAR BUILDING 10331 LENNARD ROAD PT. ST. LUCIE FL 34952 SPACING 2 L4. 0 ITYPE VLl 1 PFR RNSI/TPI 1-1995 SECTION 2. Job:(13647-12) RICH PROP. SRVRNNR CLUB - 12 UNIT / PB8 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. rI'.E4.1011] LEFT JIG = 6'4"15 DESC. = PB8 PLT. TYP.-WRVE_TPI95 ST. LUCIE TRUSS CORP ,* 10331 LENNRRO ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FRX (561) 335-3209 E-MAIL sltruss®msn.com V2x3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAY 110 MPH WIND, 18.21 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 1 FROM ROOF EDGE. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. SEE DWG VRLTRUSS0699 FOR VALLEY OETRILS. V2x3 V2x3 V2x3 R-74PIF V-8'9'8 FT I 16' RIGHT JIG = 3'9"7 SEO = 149235 TPI(STD) OTY= 2 TOTRL= 2 REV. 19.5o SCRLE=0.8739 N ■+ U U % M N N H N L N SHIPPING, INSTALLING ACING. REFER TO HIB-91 (HANDLING INSTILLING RND BRACING) , PUBLISHED BY TPI (TRUSS JOHN CLRRK WEBER TC LL 20.0 PSF REF DATE 09-07-2001 INSTITUTE. 583 D'ONOFRIO OR.: SUITE 200 MROISON, WI. 53719) FOR'SRFETY PRACTICES TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHRLL HAVE TC OL 7.0 PSF -Y ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID 3. -•IMPORTRNT■v FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. STATE OF FLORIDA REGISTERED ENGNEER BC D L 10.0 PSF DESIGNED B Y : ENGINEERED PRODUCTS, NC. SHALL NOT BE RESPONSIBLE FOR`RNY DEVIATION FROM THIS THE TRUSSES IN CONFORMRNCE WITH-TPI: OR FABRICATING, 0.0 J 0 H N L R I RNY FAILURE TO BUILD 'CONFORMS WITH APPLICABLE � BC L L ' PSF VG, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN IONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST'RND P.E. #174 5S r 37LD. 1 80908 RSSOCIRTION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM A653 GR40 GALV.- STEEL TOT.-0 PSF 0/R LEN. AS NOTED. RPPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON 1.25 ESIGN POSITION.CONNECTORS PER DRAWINGS 160 R-Z. THE SERL ON THIS DRAWING INDICATES RNCE BF PROFESSIONAL,ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT 10331 LENNRRO RORO OUR. FR C. SPACING 24.0" TYPE va SHOWN. THE SUITABILITY ANO'USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING PT. ST. LUCIE FL 34952 RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. Job: (13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / PB7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 110 MPH WIND, 17.80 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT BOT CHORD 2x4 SP #2 FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC OL 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. SEE DWG VRLTRUSS0699 FOR VALLEY DETAILS. 3.11- 4 l0 B W2X3 W2X3 W4X4 12 Li Li s p o, m W2X4101) Li Li 16'1 e.e e•s-e e•s-e W2X3 W2X3 W2X3 R-74pIF W-8'9-8 LEFT JIG = 4'2"15 RIGHT JIG = 5'1"11 DESC. = PB7 SEO = 149237 PLT. TYP.-WRVE_TPI95 TPI(STD) OTY= 2 TOTAL= 2 REV. 19.5o SCALE=0.8739 ST. LUCIE TRUSS CORDWARNING---TRUSSESU EXTREME N HANDLING, H N INSTALLING flN0 BRflCING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) , UBLISHED BY TPI (TRUSS JOHN CLRRK WEBER TC LL 20. O PSF REF PLATE INSTITUTE. 583 D'ONOFRIO DR.: SUITE 200, MROISON WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE TC DL 7.0 PSF DATE 09 -07 -2001 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID STATE OF FLORIDA CEILING. -■IMPORTANT•. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. REGISTERED ENGINEER BC D L. 10.0 PSF DESIGNED BY: ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, P S F J 0 HN L R I HANDLING, SHIPPING, INSTALLING AND BRRCING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC L L 10331 LENNRRD RORO PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY'THE'RMERICAN FOREST AND P.E. #17 4 5 5 PT. ST. LUCIE FL 34952 PAPER ASSOCIATION] AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA..ASTM A653 GR40 GALV. STEEL TOT.LD.. 37.0 PSF 0/R LEN. 80908 PHONE (561) 335-3207 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS-ANO, UNLESS OTHERWISE LOCATED ON 1.25 FAX (56l) 335 3209 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SEAL ON'THIS DRAWING INDICATE OUR. FR C. E-MAIL (561) s®ms3209 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT 10331 LENNARO ROAD DESIGN SHOWN. THE SUITABILITY AND.USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING PT. ST. LUCIE FL 34952 SPACING ITYPE va I IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. Job:(13647-12) RICH PROP. SAVANNA CLUB - 12 UNIT / PB6 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SEE DWG VRLTRUSS0699 FOR VALLEY DETAILS. W2X4(01) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM 110 MPH WIND, 17.38 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCR WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. W2X3(OLT W2X3(OL) W2X3 COL) W2X3(OL) R-74pIF W-8'9-8 MFH'S LHTUUI WHERE IN ROOF, 16'1 LEFT PLT. JIG PB6 0"15 TYP.-WAVE_TPI95 TPI(STD) OTY= 2 TOTAL= 2 REV. 19.5o RIGHT JIG = 6'11"1 SEO = 149240 SCALE=0.8739 ST. LUCIE TRUSS CORP ;N-V N N •► U U N N HANDLING SHIPPING, INSTALLINC RNO BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO OR.: SUITE 200, MADISON WI. 53h 9) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE JOHN CLARK WEBER TC LL TC OL 20 7.0 . 0 PSF PSF REF DATE 09-07-2001 10331 PT. ST. PHONE FAX E-MRIL LENNRRD ROAD LUCIE FL 34952 (561) 335-3207 (561) 335-3209 sitruss®msn.com PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. ••IMPDRTRNT•• FURNISH A COPY OF THIS DESIGN TO THE INSTRLLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE BERL' ON THIS DRAWING INDICATE ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY -FOR TRUSS COMPONENT "" DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT -FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. STATE OF FLORIDA REGISTERED ENGINEER P.E. #1745 5 10331 LENNART) ROAD PT. ST. LUCIE FL 34952 BC O L. BC L L TOT.LD. 10.0 0.0 _ 37.0 PSF PSF PSF DESIGNED B Y J 0 HN L R I O/A LEN. 80908 OUR. F R C. 1.25 SPACING 2 4.0 " TYPE . V a