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Home My WebLink AboutTrussN J1 J7 N m 16'10" All�l�l� (D z J U O LJL d 12" STD GABLE Im■�MW .2 i_ �0 — 11/ r'/ r'/ Ii 0 i'% !! i.i11 '%% I I m i Z : I 0 ---� m I I ------------- . - - ❑ -' tiF y .. 3'5 -__-__.S� - ¢� , '/ II r 1 / r/ 1 ��%/ll�l�lill�lll�l iL1��.�I/��/l/ /ii��ili�l •�l�/�Iil�'%lif.r/�i.�!./-_ xr l 111/// __ _ ri�illl r• � ..�lailil r 1 , 1 / a � I 1 / r 1 / r I sIl/ - • r ( I iiii111 i •� ® , , CJ5 CJ3 CJ1 -------------- l - ------ ---- i----- --- -- - i I I i y 2 1 � r r I F� m T ro m ❑ I 01 M to s z O) I t W i - 112 PLY z 0 zt,m � . I , f Il��l► �r Ia .. rl ' �I ® ,I/ Oft_ �i I' r�/ • as 1 i ENO! ------------- ---- ----- ---------- Fl 12" STD GABLE I '10" i - 10.5„ 27'6 BEARING LEGEND 16'=t0" A.F.F SCALE: 1/4 °° = 1' -0'` BUILDING TYPE 1 ° (0 Cfl F- Z)i= rx J ra 10,11, 0 I 16' — L2' I f EL 12 STO P11 l ... ....... c°i cmi E2 n � L 112 rz V6 U J i z I + rL I F_ / �/ // i ;/ / O co m \ \ \� — 10'3" -12'7" — ------------- U U 7 c� U TYPICAL END DETAIL 12 I— S ""TJ ---------- 5..-=----- -- 2x2 NRILERS BY SLT CUSTOMER RESPONSIBILITIES: The design specification and installation of oll uplift connectors. Hangers supplied by S.L.T.C. are deal mud For gravity foods only. (additional stropping may be re uIred to sat lfy A* uplift connection. Al truss to beamr trusA to wall, beam to wall, beam to post connections and any specialty hangers not normally stocked by S.L.T.C. The purchase and installation- of any permanent bracing required bg the truss design and/or the engineer OP record and 7or the building department To. prov ids Q sultable Plat unobstructed area to unload trusses and to provide access and egress to such an area. To ereatall truss oomooents in accordance with the Truss Plate Institute publiootlon HIB-91 and to seek processional help and advice on any questions prior to the erectionoF the trussed components. D 1.9c I miners Do not out or alter any truss wl thout consulting a designer at S.L.T.C. First. Flny party who cuts or damages a truss shall be reeposibls For the cost of the required engineering design and repair of the troves. No boak charges will. be accepted unless approved in wplt(nq by an ofr(aer of S.L.T.C. Failure to seek the resolution of a problem untlI ofter thii roof is shingled or the dryywall is installed shall constitute acceptance of the problem by. the customer and the ousTomer shall bear total Financial responsiblift to resolve the probism. o h yy engineered draw n s the For any ovnFl lot between this sett ingg plan dnd the Individual ng g r Individual enppineered drawing wt IT take preaedance. Same dropped GOFFit$ may be shipped loose to avoid breaki lmtal lotion remains the responsibility of the acrpenter. Refer to the Individual engineering sheets For installation I ns trust i acre. RESPONSIBILITIES OF THE BUILDING DESIGNER: TO PROVIDE A 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. f' Wo 21' 10, 10,18 - --- ; r a3 =1I -3 ,ltl 1.. 1 IIIIr I O m - Z M a L- ---- --- -_$-------- TRUSS Re =Q O i SHEET 1 OF 4 in IiI�Y� H Q I I I a_ U W U (Y co OJJJ_jOmI O O Jp_j0 f- 5: " J UUUU O of LL.F-F-MM F-rr ¢c II H W t(I O O # N O Q N "c» W U � Ul z ROJJJ_1�m z O —j o J O ♦— si - cr UUUU o al � 2 Q O C - -- - - -- - -- - N- - r --- zr -a I a 4 co I / z xc I c� I 1- w OIf s of ai, I ' 5' m I , ohm 03 F o ¢r I I I I m Q /1 1 I 1 1 I / 1 I r I I 1 I 1 I1 1 I / 1 / / r / /1 I 1 / 1 i 1 / .i II I ®II II — — m co cc —coin I M In a j a a I I I I f I °° t 0 O / J U � I J I LL z Cc o in f DR V8 !z V12 in m 11 m m N m m ❑ ❑ I ❑ ❑ c� c� ci E2 j ! I E1 12" S I I I I i to - il� 16' 36'4" 71'10- m cam CLNG ® +36 FROM TIE BERM ❑ H J•:. c� i :. m TOP 0 19' -10" a I } o co LL.ftJ o I M W I 1_4.i4 -_ 2.cJ ~ n w •. . • ••.- � i 5 --- -- - --- TRUSSES HAVE —� 12- - .. "BRG .r CANTILIEVER ii 0 0 0 -_-- 66 7 0 13 "�� 1 Nc7 n �-- i 6 7 3 I. 3 CO LLl wz I I O I I 16' -10" BRG ,* q. I TRUSS SPAN > ,Q �f sZ w I— O O / m, .5.. 1 2 TO C/L rn.x OI , ib a I ' .._ 3 iZ w 0- z o'. m , r� Cal LU in CD ,. I— O a� : Y+ LL O 1 1 O L1 / Lo } I 'J— crn �r � r Q7 TO PIGGYBACK TRUSSESl-J- ` i\ a 23' 0'" Zj CYJ — — = 8 1, I �I co en cp m, in co : 5p cn s --- ---- ---- — m m m m •m m m m I m m m m ; ! �[ �J J w— a a CL IL, a a' , a i ¢- a a a �' ----------� J Z i=--3 1Q...• 1.. -- --- - - - - - - - - - - ----------- --- ----- o CIO O TAU S CS H w L c Q1 � L' ! 12 Q FZico Q� _ co cn DO �O z -I N i -I co 3 O M co L) Lur m { m CLNG 0 1,36 FROM TIE BERM ,� O —I� M J CE C9m iii to i TOP 0 19' -10" I H - - -------------�-2- 5 --- - TRUSSES HAVE �1 l J I LL CE 12 2 1/2" BRG j; H !- L n 1 'i o CANTILIEVER I ' �� _ W -4'4" 1010"13 I 15t�"3 !I f- O A CO co 16'-10" BRG SPAN CL Lf� U ! c -C -- 31'!!0"6 i x ~cn H H 1 z z w r F I [O. OF- J OU7 0ZWO L— Ho =• W r W w - w1 U m N THIS AREA NOT M= oLd TD GRB E I - - -- — - ' ------------} PER PLANS > 1- _1CL _ w o f- W w x r o ¢ a O o H >-WO 3 r = �� a S in I ' I 12'7" EJ7 DETAIL @ o J� o W wv_ F- n CE> s >X o C ! I PARTIAL KITCHEN Wo � I w S c_l o z CD I 10'3" —F e I W H a H Q H I Q] 12 !z 3 z ;r x I 5 [% r i -- =>_ JZ" Co W = v j o❑ aW a CLNG 0 11'-0" W U Ho 3 0 H LL r I H `' z ❑ U z I U H W j m CD I -- M rr Q r--, (0 C: Z °^ � 6.97/'12 _aW �Zo �W w �> ?- Cn Z °•-i U F- > U W __________________________L______ o W W Z W w H 0 w I I W H 0_ 1-1 O O W O F- In ,. 3.5r. _'_ 5'2'° �' CLNG FAULTS >W cn w U .. (n TO 19" _10.. woo oz� N o O', w cr z W [i H O W _I ❑ m o z a LU ct3 O 7 m r s J a U Cr 3 Cl O- HOD ONQm W [] H U CL O IL U ! I S CDU O LHL O Cwf] O OZ Of W ❑ W �WW ¢'� 13647 —1N co 6 ; H _� _. 10331 L ENNA RD RD. PT. S T. L UCIE, FL. 34 952 PH. • 561-335-3207 PH.- 888-758-7877 FAX., 561-335-3209 EMAIL; sltruss@msn.com S T. L UCIE._ z. = TRUSS CORP. "QUALITY AND SERVICE IS WHA T WE SELL " QUALITY MANUFACTURERS OF ALPINE'6ROOF AND FLOOR TRUSSES WOOD AND STEEL JOB #. 13 6.47-16 CUSTOMER: RICH PROPERTIES SALESMAN: CHARD EDGE UNIT 16 / SAVANNA CLUB R. Bart Henry President 0 ST. LUCIE TRUSS CORP. r NNARDRD. (561) 335-320;NT LUCIE FL. 34952 F.9Y (561) 335-3209 sltruss@msn.com Contractor / Builder: RICH PROPERTIES Rex Collins Production Manager Scott Remick Engineering Manager Project Name and Address: SAVANNA CLUB / UNIT 16 / PORT SAINT LUCIE Model: Lot: Blk: Sect: County: SAINT LUCIE COUNTY Occupancy: SFR Multi -Family Commercial X Industrial Truss Company: St. Lucie Truss Corporation 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, FI. 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 II Date: QUALIYT AND SERVICE IS WHAT WE SF,I,L - \\\`�� G�PRK'WEe� a�\p�� Ce�d{ica55 ° 0. 1P 9� . State ot ge �S T EiR1 m ° ST. LUCIE TRUSS CORPORATION PAGE 1 Engineering Package Index Sheet Job Number. . 13647-16 This index sheet lists, in numerical order, the Customer Name: RICH PROP. drawings as they appear within this bound pkg. Job Name . SAVANNA CLUB - 16 UNIT As per Florida Law (copy included,) the seal on Job Location : 16 UNIT the last page of this index is used in lieu of signing and sealing each individual sheet. Pg#j Page I.D. I Dwg Date I Qty. I Span Pitch Notes . LL1. Cover Non. App. _Sheet Cert. Form Non. App. 3. Bklet Indx Non. App. _-j-_- 4.1Shipper Pkg. Non. App.- 5. Shipper Pkg. Non. App. 6. Shipper Pkg. Non. App. 7. Shipper-Pkg. Non. App. - -; j --- --- 8. Shipper Pkg. Non. App. 9. Shipper Pkg. Non. App. 10. Shipper Pkg. Non. App. -.j -- - - 31110118 1 5 .00 /12 31110118 15.00/12 31110118 5.00 /12 11. Non. App. 12+A1 _ Non. App. 9-7-2001 4 13 - 14. _ A2 i 9-7-2001 4 15. -- ..-... ---- A3 9-7-2001 1 16. A4 9-7-2001 4 31110118 5.00/12 31110118 31110118 5.00_ 17. A5 9-7-2001 4 18. A6 9-7-2001 4 19. _ A7 9-7-2001 4 31110118 5.00 /12 31,10118 5.00 /12 31,10118 ;_5.00_/12 20. A8 9-7-2001 9-7-2001 4 4 21. A9 22. A10 9-7-2001 1 31110118 5.00112 32' 5.00 /12 31,10"8 ! 5.00 /12 23. B1 9-7-2001 2 24. C1 9-7-2001 4 25. C2 9-7-2001 8 31110118 _ 15 .00 /12 26. _ - C3 9-7-2001 9-7-2001 4 4 31' 108 5 . 00 /12 31110"8 5.00 /12 31110118 5.00 /12 31' 10"8- 5. 00 /12 31110118 5.00 /12 31, 10"8 ; 5.00 /12 32' 5.00 /12 32' ! 5.00 /12 32' 5.00 /12 27. C4 28. C5 9-7-2001 9-7-2001 24 4 29. C6 30. C7 9-7-2001 4 31. C8 9-7-2001 9-7-2001 8 4 32. D1 D2 33. 9-7-2001 9-7-2001 4 16 34. D3 35. D4 E1 9-7-2001 4 32' 5.00 /12 16' 5.00 /12- 16, 5:00 /12 16, 5.00 /12 10-8" 5.00 /12 818" 0.00 /12 321411 0.00 /12 14 ---- -- __.0._ _00 /12 36 . 9-7-2001 9-7-2001 9-7-2001 9-7-2001 9-7-2001 9-7-2001 4 2 4 4 4 2 37. E2 38. E2 39. F2 40. FG1 41. FT1 42. FT2 . _ .... . - -i 9-7-2001 1 ST. LUCIE TRUSS CORPORATION PAGE 2 Engineering Package Index Sheet Job Number 13647-16 This index sheet lists, in numerical order, the Customer Name: RICH PROP. drawings as they appear within this bound pkg. Job Name SAVANNA CLUB — 16 UNIT As per Florida Law (copy included,) the seal on Job Location 16 UNIT the last page of this index is used in lieu of signing and sealing each individual sheet. Pg#j Page I.D. I Dwg Date Qty. Span Pitch ; Notes 43. 44 . HJ7 _ EJ7 9-7-2001 9-7-2001 4 16 9110"1 7' 3.54/12 5.00 /12_ I 45 . EJ71 I 9-7-2001 . 20 7' 5.00 /12 46. CJ5 _ 9-7-2001 8 5' 5.00 /12 47. 48. CJ3 _(- CJ1 19-7-2001 9�-7-2001 8 8 3' _ 1, 5.00 /12 5.00/12 49. V4 9-7-2001 8 4' 5.00/12 50. _ V8 9-7-2001 8 8' 5.00/12 51. _ PB1 9-7-2001 2 18, 5.00/12 52 . _ _ PB2 9-7-2001 2 18' 5.00/12 53. PB3 9-7-2001 2 18' 5.00/12 54. PB4 9-7-2001 2 18' 5.00 /12 55. _ PB5 9-7-2001 8 18' 5.00/12 56. _ PB6 9-7-2001 64 8110118 5.00/12 57. 58. 59. _ PB7 _ V12 Layout 9-7-2001 9-7-2001 Non. app. 2 2 8111114 12' 5.00/12 1 5.00/12 C •ctif c ate Nq. � 455 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 Lennard Rd., Port St. Lucie, FL 34952 Ph. (561) 335-3207 Fax (561)-335-3209 E-mail sltniss@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 1 Od nails 4" O.C. 3.) When scab bracing is specified on the engineering, no other method may be used. 4.) Scab bracing may be 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 lx4 installed on either 1'/2" edge of the web. If a web is specified for two lateral braces then either two Ix4 `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, IA 43 pine or equal or 2x4 SPF. 2.) `T' braces may be installed to either edge of the web and must be 80% of the web length. 3.) lx4 `T' braces must be installed using 8d nails 4" O.C. minimum. 4.) 2x4 `T' braces must be installed using IOd nails 4" O.C. minimum. 5.) `T' braces may be substituted for lateral braces. Continuous lateral bracing is the most 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, lx4 #3 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 r rds, - o� °• chard B. Henry President g No.17455STATE OF m 4)A'- 01"Ik100ED ��+�` St. Lucie Truss Corp. Standard Stock Simpson Roof Hangers H,NGER�4NGERr G)YIYf) UPLiFT��NA7LS IN ' NAILS IN ISOAD �e TRUSS GIRDER .� €r ,r # r 'r � �, �' nt a - ^r' x x ,F � i t � � -r s� r h a s g ,€i p� Fk, < b 7 s".atr y 'x7t .t k ¢S '� A BOR HUS 26 3315 1550 6-16d µ 14-16d coin2216d fS C HHUS26-2 3440 1550 6-16d 14-16d Ds HHUS28 2 51 S0 2000 8 16d 22 1,6d E HGUS26-2 4835 2000 87-16d 20-16d ' HGUS28 2: , 8000 2650 10 16d 36 ls6d G HGUS210-2 8325 3415 12-16d 46-16d HY HGU'5210 3 z'8665 3415 12 `16d 46 16d -J LSSU28 1480 485 5-10dxl1/2" 10-10d L LSSU410� �3�190 1150 12-10dxl V2" 18-16d M U24 590 240 2-10dx11/2" 4-16d ,. _ , .17 ,. r> i. �..'� .,, r-'F � b .n .') a ✓w-.. n sv �'. N " �, fsx � ? .,. � { '� , � 1 J` 2•, -, a „ P SUL26 920 625 6-10dx11/2" .6-16d R HSUL410 3095 930 6-16D 20-16D RD& DE516N CRITERIA GRAVITY WIND LOAD TGLL 3OP5F VEL. 12OMPH TGDL 15P5F HT. 15 FT. DGLL OPSF CODE:55DGG DGDL I OPSF Iggl TOTAL 55P5F lJ l l7 I I I I I I\ I G, T A I I A ALL PLATES SHALL BE MITEK 20GA, MANLFACTURED FROM ASTM A446 GRADE A, GALVANZED STEEL, EXCEPT A SHOWN OTHERWISE. PLATES MAST DE NSTALLED ON BOTH FACES OF JOINTS AND LOCATED SYMvIETRICAKKY, EXCEPT A5 SHOWN OTHERWISE. DE51661STANDAR05 CONFORM TO APPLICABLE PROVI5&45 OF W5 4 TPI. NOTE TRU55E5 SHALL DE HANDLED, ERECTED AND BRACED IN ACCORDANCE WITH ND-q AND 1-ET-80' DY TPI 5EE TH5 DESIGN FOR SPECIAL PERMANETIT DRACNG REOUREKe4T5. ALL TOP GHORDS SHALL BE LATERALLY DRACEO WITH PROPERLY ATTACHED PLYWOOD SHEATHNG AND DOTTOM CHORDS WITH RICO GELNG UN-E55 NOTED OTHERWISE. DO NOT USE THIS DRAWM FOR FIRE RETARDENT DESIGNS. ::l No.17455 ST. ILNCIIIE TRUSS (CORP. 10331 LENNARD ROAD PT. ST. LUCIE. FL 34952 . 1407) 335-3207 �Rq'o R(c.ru � ns GGY BALK 5YhTEM FOR P166Y DAGKED II'dSTALLAT101'•Ac°) / 2.4 PURLI.15 3G' O.G. MAX DO NOT EXTEND BRAGING II\ITO �t PIGGY DAGK TRUS DES. GABLE TRUSh 5TLU5 24, 0.C\ 3 ONE 'X' BRACE AT THE 15 PEAK AND. LE CENTER OTHERWISE •LP1TL THE GABLE VERTICAL 48' OR OR LE55 IJ LENGTH DIAL U51N6 2 IGd NAL`'h AT EACH NTERSEGTED MENVER. TYFIGALL LADLE END DRAGING DETAIL DROP OK STANDARD CiADLE 0 ALL BRA(NG AND BLOGKM SHALL BE w2 OR BETTER I-EM-FR. 2) WHERE L"BRACE 15 REQUIRED THE 'L' BRACE SHALL BE NAILED TO THE 5TLD WITH 16d COMMON AT 4' ON CENTER. 3) WHERE 'T. BRACE 15 REOGRED Ttf 'T' BRACE SHALL BE NAILED TO T E DIAGONAL WITH 16d COMMONS AT 6' ON CENTER.. 4) WIND' LOAD BA5ED ON ENCL05ED 5TRUCTLRE. DE516N CRITERIA TGLL. 30F5F TGDL 15P5P DGLL OP5F BGDL I OPSF TOTAL 55P5F HT. 15 FT. CODE: 55DGG Iggl MAX. STUD LENGTH REQUIRED BRACI,IG 3'-8' NO BRAGIdG REOMED 7'-0' 2.4 'L.' BRACE 8'-4' 2-2.4 V BRACE5 10•_8 2.4 DIA& MACE AMID 2a4 BLOCK i 1 4-Ibd C-OM. (DIAL.' TO 5TUD) 3-I(d COM. (TRUS5 TO BLOCK) 3 4-I4d COIA 014G TO BLOCK) 4 4-8d COM ((5LOCK TO PLYWOOD) P 6 20 DIAL BRACE AND 2.4 BLOCK 'T' BRACE AND 2.4 BLOCK 1 5-Ibd CDM (DIAL. TO V BRACE) 2 3-Ibd COI (TRU5S TO BLOCK) 3 5-16d COM 101A6. TO BLOCK) 4 5-8d COM (BLOCK TO PLYWOOD) Z.4 DIAL BRACE AND Z.4 BLOCK 'T' BRACE 'AND 2.4 BLOCK 15-16d COM (01AG. TO 'L' BRACE) 2 3-16d GOM. (TP.U55 TO BLOCK) 3 5-Ibd COM (DIAL. TO BLU 4)5 11, COM IBLOCK. �l f/f ALL PLATEN SHALL BE MITEK 206A, MANJfAGTLIRED FROM A5TM A446 GRADE A. GALVANIZED STEEL, EXCEPT A5 SHOWN OTtfRW15E. PLATES MUST BE N5TALLED _ ON BOTH FACES OF JMT5 AND. LOCATED 5YMMETIMAKKY, EXCEPT A5 5HOWN OTHERWI5E. DE51GN 5TAMARD5 GONFORM TO APPLICABLE FROV1510N5 OF N05 4 TPI NOTE TKU55E5 SHALL BE HANDLED, ERECTED AND BRACED N ACCORDANCE WITH 1i8-9' AND 1-ET-89 BY TPI 5EE THIS DE516N FOR 5FEGIAL PERMANENT BRACM REQUIKENENT5. ALL TOP GiOKD5 SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATFNG AND BOTTOM CHORD5 WITH RIGD CEILING UNLESS NOTED OTHERWISE. DO NOT U5E TH5 DRAWM FOR FEE RETARDENT DE516N5. river Ars JC, .a f o R `Q�•' 4, �' rase•° t-��`!�� VV a ST.. ]LUCRlE TRUSS (CORP. 10331 LENNARD ROAD PT. ST. LUCIE. FL 34952 (407) 335-3207 GABLE TRU55� ` Mo�� f012 VAUL-T GELING'�) AT GADL-E ENDS �PAN� NOT TO EXGEED I8'-0" DEPTH NOT TO EXGEED 16'-0" PITGH RIOT 'CiPEATEP, THAN 6/12 9 FOP PIGGY DAGKED Ik15TAL -ATIOI l5 DO NOT EXTEND DUGIRIG IP1TO i PIGGY DAGK TFU55E5. ONE 'X' DRAGE AT THE PEAK AND 48' ON CENTER OTHERWISE UNTL THE LADLE VERTICAL IS 48' OR LE55 N LENGTH NAL USNG Z I&A NAILS AT EACH INTERSECTED b(5&5 ER. TYPIGAL LADLE END UKAGING DETAIL DKOP OK STANDARD 6A6LE D ALL DRAGNG AND DLO(.KNG 5HALL DE (12 OR BETTER HEM-FR. 2) WHERE V DRAGE 15 REQUIRED THE 'L' DRAGE 5HALL BE NALED TO THE 5TL) WITH I6d COMMON AT 4' ON CENTER. 3) WHERE 'T' DRAGE 15 REOURED TFE 'T' DRAGE 5HALL DE NAILED TO THE DIAGONAL WITH 16A COMMONS AT V ON CENTER. 4) WAD LOAD DASED ON ENCLOSED STRUGTURE. DE516N GPITEPIA TGDL 15P5F HT. 15 FT. UGL- OF5F 60DE:55D6G UGDL I OPSF Iggl TOTAL 55P5F MAX STUD LENGTH REQURED DRAGNG Y-8' NO DKACUIG KEOUP.ED T-O' ZA 'L' DRAGE 8-4' 2-20 L' DRAGES IO _e• 2a4 DIAG DRAGE AND 2.4 ti-OCK I 4-I6J GOM, (DIAL. TO STUD) 2 3-I6J CO A. (TRU55 TO DLOCKI 3 4-16J COM. (DIAL. TO DLOCK) _ 4 4-8d COM. (-LOCK TO PLYWOODI I•_6• Z.4 DIAL DKACE AHD 2.4 ULOC,K. 'T' DP.ACE AND 2.4- 15-Ibd COM, (DIAL. TO V. DRACE) 2 3-16A COM. (TRU55 TO DLOGK) 3 5-Ibd COM. (DIAL. TO DLOGK) 4 5-Bd COM (BLOCK TO PLYWOOD) 13'-6' 2.4 DIAL DRAGE AND 2.4 DLOGK. 'T' DRAGE AND 2.4 DLOCK 1 5-I6d GOM. (DIAG. TO L' DRAGE) 2 3 I6d GOM (TRUSS TO B• 3 5-I6d GOM (DIAG. TO 1 9 5-8d LOM (BLOCK Y ALL PLATES 5HALL DE MTEK 206A, MANFAGTURED FROM ASTM A446 GRADE A, GALVANZED STEEL, EXCEPT A5 SHOWN OTHERWISE. PLATES MUST DE NSTALLED ON DOTH FACES OF 10NT 2 AND LOCATED 5YMMETMrAKKY, EXCEPT A5 SHOWN OTHERWISE DE4A6N STANDARDS CONFORM .TO APPLICABLE PROVI510N5 OF ND5 4 TPI. NOTE: TKU55E5 5HALL DE HANDLED, ERECTED AND DRAGED IN ACCORDANCE WITH ND-'P AND 1-ET-89 DY TPI. 5EE THIS DE516N FOR SPECIAL PERMANENT DRAGNG REQUIREMENTS. ALL TOP CHORDS 5HALL DE LATERALLY DRAGED WITH PROPERLY ATTACHED PLYWOOD SHEATHNG AND DOTTOM CHORDS WITH RIGID CELNG UNLE55 NOTED OTH ERW15E. DO NOT U5E TH$ DRAGNG FOR FIRE RETARDENT DESIGNS. RSIAAE CIA 4 OR S T . L Cl 4rrrrint) � TRUSS- (CORP. 10331 LENNARD ROAD PT. ST. LUCIE. FL 34952 (4071 335-3207 STEPDOWN CORDER SET TOP CHORD 2X4 SO. PINE ##2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE j#2 N WEBS 2X4 SO. PINE j#3 HIPJACK TOP CHORD LUMBER GRADE 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 1 2-09-15 #1 #2 DENSE 2' TYI 7' 5' CORNER SET SETBACK 3' 7' 0" 0 , 1 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) #2 HIP OR COMMON TRUSS Il # 1 HIP TRUSS J5 --// J3 J1 J J1 J3 J5 J7 J7 J7 J'. *** 1 �3 b 7- 2' TYP . PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT: 5+ ++ BRG LOC: +++ OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP UPLIFT BASED ON 10.0 PSF .TOTAL DEAD LOAD. WIND OF VERTICAL AND DIAGONAL WEB. SPEED=120 MPH. MEAN HGT=22•.6 FT. ENCLOSED. (SBC) * (2) 16d TOENAILS J3 HJ ** (3) 16d. TOENAILS J5 ** ** J7 3TOOO 12 * .1 12 W2X4 s.00 a.za� I ALTERNATE' LOADING W2X4 W2X5 , W3X4 TCLL 20 PSF - * * * * + **s°IMPsoN TCDL 20 MAX PSF ++ +++ 3/4" -THJA26 BCDL 10 PSF TOT.LD. 50 MAX PSF 'E 135' 7' *** 8-10-13 OVER 2 SUPPORTS DUR.FAC. 1.25 R=463#, W=3.50" R=652�/, W=3.50" END AND CORNER JACKS HIP JAC�((��I11111111fjui Aple//�/A DRAWING HTHIS IC 179502gNG CES AN➢ BRACING TRUSSES TOEDUIRE EXTREME HID-91 (HANDLINGAINSTALLINGFABRICATING, BRACI G). PUBLIS EDSHIPPING, BY INSTALLING (TRUSS LL 30 MAX PSF REF 7' STBK CS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACT ICESL 15 MAX PSF DATE 06/25/99 PRIOR TO PERFORMING THESE FUNCTIONS . UNLESS OTHERWISE INDICATED, TOP CHORDSHALLHAVPROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEIR 0 CEILING. xxIMPORTANTxx FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR,.Wsj � DL lO PSF DRWG CS7SBK3A0699 ALPINE ENGINEERED PRO➢UCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM, THIS= 21 ^/ DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, ' AUG `oo� - E N G S J P K HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICAB - BE L L 0 PSF / AR PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. 3EE T$T,L D, 55 MAX PSF EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOC THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDIC State Of $U R,F A C. 1.33 ACCEP7DESIGN ASHOWNF PROFESSIONAL HSUITABILITY GANDERING USE OFE iHISSIBILITY SOLELY FOR THE TRUSS COMPONENT FOR ANY PARTICULAR CB BUILDING �i DI THE:RESPONSIBILITY OF THE BUI ING SIGN R PER ANSI/TPT 1-1995 SECTION �i Florida •' PACING SEE ABOVE - RIE I IDi 111��N \\\`\ 96 o SUPPP�ORTNG TRUSSES 24* O.C. 'ALLEY TRUSS AT 1SSED TRUSS WITH 14 CLP OR EOUIVLANT `PD5I�T;l 9159 rr �Ci �''•JJe� ( ` v o` SUPPORTNG TRUSSES 24" O.C. SUPPORTM TRUSSES 24�� Customer:STANDARD ENGINEERING DETAIL: LOADING Project: ANY JOB TYP. BEARING REQUIREMENTS TCLL 30# Le VALLEY SET.. BCDL 10# al: FORA STANDARD 16--0- TCDL 15# �' . II, �7 cC II E Jo Number: TOTAL 55 p s f TRUSS, CORP. 33% ALLOWABLE INCREASE 10331 LENNARO ROAD Drawin :STD. VS. BRG, DESIGNED FOR 120mPh WIND PT. ST. LUCIE. FL. 34952 9 LOAD AT '15 -V ELEVATION 14071 335-3207 TOP CHORD 2X4 y2 OR BETTER PIGGYBACK DETAIL BOT CHORD 2X4. j/2 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 IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: 110 MPH WIND, 30' MEAN HGT, ASCE 7-93, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, 1 MI FROM 'COAST CAT I, 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 ALPINE * THIS JOINT TYPE SPANS UP TO 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 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 ix4 "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 WEH 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. 1 * 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 a o 0 o a 0 0 0 0 0 00 o 0 0 0 0 0 0 0 0 0 NELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. Q� t55 A SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS .- TRUSSES IN CONFORMANCE WITH TP11 OR FABRICATING, 1 r S r l ' 1 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE i TN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND �' lll'II �i' _ CONNECTORS ARE MADE OF 200A ASTM A653 GR4O GALV. ST L IRS TO EACH FACE OF TRUSS AND, UNLESS OTHERVISE LOCATE (?^^ Y' . i +' PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES SOLELY FOR THE TRUSS COMPONENT •, r 1(•� ..� �' „�7� •• iEERING RESPONSIBILITY ID USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING ) h itr. .DING DESIGN R PER AN I/TP -1995 SECTION. •Itfi�tla�i.� ' 8 1/4" iRAWINGS 634,016 634,017 & 847,045 WAX A5 33 TO X'.25 47 1.15 LOADING PSF AT DUR.FAC. PSF AT DUR.FAC. PSF AT DUR.FAC. REF PIGGYBACK DATE 06 25 99 DRWG PIGBACKBO699 —ENG DLJ/KAR ACING 24.0" KDGE DF51(73N COTFOA 6RAVITY TGLL 30PSF VEL. 12OMPH TGPL_ 15P5F HT. 15 FT. DGL,L, OP5F . GODE: SSBGG . BGDL I OF5F Iggl TOTAL 55P5F O p P1l—,;`✓_R A r V IN IG-,T'A I I A Tlnl\ ALL PLATES 5HALL BE MITEK 206A, MAN,FACTURED FROM A5TM A446 GRADE A, GALVANZED 5TEEL, EXCEPT A5 5HOWN OTI ERW6E. PLATES MJ5T BE N5TALLED ON BOTH FACE5 OF JONT5 AND LOCATED 5YMMETRICAKKY, EXCEPT A5 5HOWN OTHERM5E. DESIGN 5TXDARD5 CONFORM TO APPLICABLE PROV151ON5 OF I P5 4 TP( NOTE: TRU55E5 5HALL BE FW Vi-ED, ERECTED AND BRACED N. ACLORDANGE WITH 1iB 9' AND 1 ET-80 BY TPl 5EE TH15 DE516N FOR 5PEGIAL PERMA DENT BRACING REWRENENT5. ALL TOP CHO905 SHALL BE LATERALLY BRACED WITH PROPERLY ' ATTACHED PLYWOOD 51-1EATHNG AND BOTTOM CHORDS WITH RIGD GEEING UNLE55 NOTED OTFERWI5E. DO NOT U5E TH5 DRAWING FOR FIRE RETARDENT DE516N5. e STATE OF s ' a - ST. LUCRE TRUSS CORP. 10331 LENNARD ROAD PT ST. LUCIE. FL 34952 (4071 335-3207 JOO: 11Jb`)/-IbJ NIUri rY(Ur. .btiVNINNN LLU[3 - lb UIN11 / mI TOP CHORD 2x4 SP #2 :T3 2x4 SP #1 Dense: BOT CHORD 2x6 SP #2 :B3 2x4 SP #2: WEBS 2x4 SP #3 :W10, W11, W12, W13, W15 2x4 SP #2: :Lt Noiler SP Ripped: 110 MPH WIND, 18.41 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL - 5.0 PSF. DEFLECTION MEETS L/480.00 LIVE AND L/360.00 TOTAL LORD. 7' Rv-2423# U-162611 W-8- LEFT RAKE = 1'5"5 LEFT JIG = 7'9"1 DESC. = Al PLT. TYP.-WAVE_TPI95 ST. LUCIE TRUSS CORP 10331 LENNARO RORD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E-MAIL sltruss®msn.com THIS DWG. PREPARED BY THE ALPINE JUB UESIGNEH PHUUHHM FHUM MUSS MFH-5 LHYUUI 2 Complete Trusses Required NAILING SCHEDULE: (0.13lx3.0_9_nails) TOP CHORD: 1 ROW 0 12" c.c. BOT CHORD: 1 ROW 0 12" o.c. WEBS : 1 ROW 0 4" o.c. USE EOURL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. CALCULATED VERTICAL DEFLECTION IS 0.56" DUE TO LIVE LORD AND 0.48" DUE TO DEAD LORD AT X - 22-9-4. 12'1-15 22'11' 31'10-8 l2'I"15 I019-1 8'II"8 31'10'8 TP I (STD) .•• TRUSSES REOUIREX N FABRIC `.NG.. REFER TO HIB-31 [HANDLING INSTALLING ,TITUTE. 583 O'ONOFRIO DR.: SUITE 200. MR' LING. ••IMPORTANT■■ INE ENGINEERED PROOU IGN: ANY FAILURE TO 24, 10'8 Rv-2522# U-16310 W-2-8 RIGHT JIG = 24'7"9 SEO = 23361 OTY= 4 PLIES= 2 TOTAL= 8 REV. 19.5a SCALE=0.2313 IG, HANDLING SH N N LL N I BRRCING) PUBLISHED BY TPI (TRUSS JOHN CLARK WEBER TC LL 20.0 PSF REF IN, WI. 53319) FOR SAFETY PRACTICES INDICATED TOP CHORD SHALL 7.0 , HAVE IHRLL HAVE R PROPERLY ATTACHED RIGID STATE OF FLORIDA TC DL PSF DATE 09 -07 -2001 DESIGNED BY: TO THE INSTALLATION CONTRACTOR. REGISTERED ENGINEER BC ' DL 1.0 0 PSF BLE FOR ANY DEVIATION FROM THIS . :E WITH TPI: OR FABRICATING, 0.0 JOHN LR I DESIGN CONFORMS WITH APPLICABLE BC LL - PSF VISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND P.E. #17 45 5 ER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM R653 GR40 GRLV. STEEL . TOT.L❑. • 37 • 0 PSF O/A LEN. 3.11008 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 SERL ON THIS DRAWING INDICATES OUR. FR C. 1.• 2 5 =PTRNCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT 10331 LENNRRD ROAD IGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING PT. ST. LUCIE FL 34952 SPACING See above TYPE h i m THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. Job: (13647-16) RICH PROP. SAVANNA CLUB - 16 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 2x4 SP #2: :Lt Noiler SP Ripped: NAILING SCHEDULE: (0.131x3.0_9-noils) 110 MPH WIND, 18.82 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, TOP CHORD: 1 ROW ® 12" o.c. WIND TC DL 5.0 PSF, WIND BC OL e 5.0 PSF. BOT CHORD: 1 ROW 0 12" o.c. WEBS : 1 ROW 0 4" o.c. CALCULATED HORIZONTAL DEFLECTION IS 0.26" DUE TO LIVE LORD AND 0.12" DUE TO DEAD USE EOURL SPACING BETWEEN ROWS AND STAGGER NAILS LORD. IN EACH ROW TO AVOID SPLITTING. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. RIGHT END VERTICAL NOT.EXPOSED TO WIND PRESSURE. (R) 2 SCAB BRACES. BOX LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH ONE TO EACH FACE W/10d NAILS 013- OC. CALCULATED VERTICAL DEFLECTION IS 0.71" DUE TO LIVE LORD AND 0.59" DUE TO DEAD LOAD AT X - 19-11-4. 9' 1 N 1W2.5X ' Rv-12660 U-B134 W-8- N 10'8 Rv-11710 U-7509 W-2-8 a LEFT RAKE = 1'5"5 LEFT JIG = 9.11" PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 4 PLIES= .2 TOTRL= 8 REV. 19-So RIGHT JIG = 22'7"6 SEO = 23406 SCALE=0.2313 ST. LUCIE TRUSS CORP ■NW N N •• U U X M N fl HANDLING, H NINSTALLING RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) , UBLISHED BY TPI (TRUSS JOHN CLRRK WEBER TC LL 2 PSF REF PLATE INSTITUTE. 583 D'ONOFRIO OR.: SUITE 200 MAD ISON WI. 53719) FOR SAFETY PRACTICES UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 . 0 PSF DATE 09 -07 -2001 PRIOR TO PERFORMING THESE FUNCTIONS. , PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CONTRACTOR. STATE OF FLORIDA 10.0 DESIGNED BY: CEILING. ••IMPORTANT■• FURNISH R COPY OF THIS DESIGN TO THE INSTALLRTION REGISTERED ENGINEER BC D L PSF 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, B C L L 0.0 PSF J 0 H N L R I HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE 331 LENNRRD ROAD fE�-MA 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 P.E. #17 45 5 T O T.L D. 3 7 • 0 PSF O / R L E N. 311008 ST. LUCIE FL 34952 ONE (561) 335-3207 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RND, UNLESS OTHERWISE LOCRTEO ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SERL ON THIS DRAWING INDICATE D u R.F A c. 1.25 FAX (5611 335-32D9 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT BUILDING 10331 LENNRRD ROAD " h i IL sltruss®msn.c." DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR PT. ST. LUCIE FL 34952 SPACING 214. 0 TYPE m _ I 9ESPQ ION 2. c_rur Ncran-ITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECT _ _ Job: (13647-16) RICH PROP. SAVANNA CLUB - 16 UNIT / R3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W5, W11 2x4 SP #2: :Lt Noiler SP Ripped: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTRL LORD. 1 110 MPH WIND, 19.24 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCRTEO ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) CONTINUOUS LRTERRL BRACING EOURLLY SPACED ON MEMBER. 20'1" wtxe 31'10"8 I1' 9'1" 11'9"8 31'10"B Rv-12660 U-8124 W-8" Rv-117111 U-7674 W-2"8 LEFT RAKE = 1'5"5 LEFT JIG = 12'1" RIGHT JIG = 20'8"3 OESC. = A3 SEO = 23408 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 1 TOTAL= 1 REV. 19.5o SCALE=0.2313 ST. LUCIE TRUSS CORP .AND •• N •• TRUSSESU EXTREME N FABRICATING HRNULING, SHIPPING,LL N BRRCING. REFER TO HI8-91 (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 INDICATED , TOP CHORD SHALL HRVE TC DL 7.O PSF DATE 09-07-2001 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY RTTACHED 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 STATE OF FLORIDA REGISTERED ENGINEER BC -DL 10.0 PSF DESIGNED BY: IGN: ANY FAILURE TO BUILD TH DESE 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 OH N L R I 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 PHONE 1561) 335-320P FAX 561) 335-3209 E-MAIL sltrvss9msn.com 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 GRLV. STEEL NOTED. IAPPLY CONNECTORS FACE FTZOLSOTHERWISE O ON THISOESIGNPOSITONCONNECTORSPER DRAWINGS160R. THEBEALONTHISDRAWINGINDICATESACCEPTANCE ()F PROFESSIONRL 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. 417455 10331 LENNRRD RORO PT. ST. LUCIE FL 34952 TOT.LD. 37.0 PSF O/R LEN. 311008 OUR. F R C. 1.25 SPACING 2 4 .0 " TYPE h i m Job: (1:384/-IbJ KIUH NKUH. bHVHNNH LLUU - 1b UIV11 / 114 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :81 2x4 SP #1 Dense: WEBS 2x4 SP #3 :Lt Nailer SP Ripped: SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. Rv-12654 U-0030 W-6- IH1S UWU. HHEYHHLU HY IHt HLrLNt JU6 UCb1uNCn rnuun-i rnuii —u— i n o — — 110 MPH WIND, 19.66 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC.DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. CALCULATED HORIZONTAL DEFLECTION IS 0.25" DUE TO LIVE LORD AND 0.11" DUE TO DEAD LORD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 13' 31'10'8 13' 18, 10"8 o n N � 7'2- 15'0"13 19'4"1 31'10-8 —X4 7'2- 7'10-13 4'3-5 12'6-7 31'10-8 Rv-1172# U-7890 W-2"8 LEFT RAKE = 1'5"5 IG 14'3" "9D RISE109ESC.JA O = 234 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 4 TOTRL= 4 REV. 19.5o SCALE =0.2313 ST. LUCIE TRUSS CORP •• N N ■■ U U X M N N HANDLING, SHIPPING INSTALLING RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI [TRUSS JOHN CLRRK WEBER TC LL 20. 0 PSF REF PLATE INSTITUTE. 583 D'ONOFRIO OR.: SUITE 200, MAOISON WI. 53h 91 FOR SAFETY PRACTICES INDICRTEO 7.0 09 -07 -2001 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE , TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. STATE OF FLORIOR TC DL O PSF DATE CEILING. ••IMPORTANT■• FURNISH A COPY, REGISTERED ENGINEER BC O L 1 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 FRBRICATING, BC L L 0.0 PSF ,J OH N L A I f1b331 LENNRRD ROAD HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RND P,E. #17455 37.0 311008 ST. LUCIE FL 34952 PAPER RSSOCIRTION) RND TPI.' ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL TOT.LD. PSF O/A LEN. ONE (561) 335 3207 EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON1 THE THIS DRAWING INDICATE 3 X (561) 335-3207 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. SEAL ON DU R.FRC.AIL ,25 sl61) r5-3209 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 SPACING 2 4.0 " TYPE h 1 pm IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI L-1995 SECTION 2. Job:(13647-16) RICH PROP. SAVANNA CLUB - 16 UNIT / R5 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B1 2x4 SP #1 Dense: WEBS 2x4 SP #3 :Lt Nailer SP Ripped: SEE DWGS TCFILLER0699 RND BCFILLER0699 FOR FILLER DETRILS. (R) CONTINUOUS LATERAL BRACING EOUALLY SPRCED ON MEMBER. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRRM FROM TRUSS MFR'S LAYOUT 110 MPH WIND, 20.07 FT MERN HGTI SBC, ENCLOSED BLDG, LOCRTED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. CALCULATED HORIZONTAL DEFLECTION IS 0.26" DUE TO LIVE LORD AND 0.10.. DUE TO DEAD LORD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 16' 1'4- 7'2' 15'0'13 20'4'9 J1-lu-n __%4 7.2^ 7'10-13 5'3-13 ll'S'15 31'10'B Rv-1265# U-790# V-8- LEFT RAKE = 1'5"5 LEFT JIG = 16'5" DESC..= A5 PLT. TYP.-WRVE_TPI95 TPI(STD) OTY= 4 TOTAL = 4 ST. LUCIE TRUSS CORD AND BRACING. REFER TO HIB-91X(HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS 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 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGI CEILING. •■IMPORTANT■• 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 CONFORMRNCE-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 MROE OF 20GR RSTM A653 GR40 GALV. STE PHONE (561) 335-3207 EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RND UNLESS OTHERWISE LOCATED 0 .FAX (561) 335-3209 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE REAL ON THIS DRAWING INDICRT E-MAIL (5613 s9ms3209 RCCEPTRNCE 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.BUILOING DESIGNER. PER ANSI/TPI 1-I995 SECTION 2. Rv-1172# U-Bll# V-2-8 REV. 19 JOHN CLRRK WEBER TC LL STATE OF FLORIDA TC DL. - REGISTERED ENGINEER BC O L BC LL P.E. #17455 TOT.LD. 10331 LENNARD ROAD DUR . FRC . PT. ST. LUCIE FL 34952 SPACING RIGHT JIG = 16'11"13 SEO = 23412 50 SCALE'=0.2313 20.0 PSF REF 7.0 PSF DATE 09-07-2001 10.0 PSF .DESIGNED BY: 0.0 PSF JOHN LAI 37.0 JPSF O/R LEN. 311008 1.25 24.0" TYPE hi pm Job:(13647-16) RICH PROP. SAVANNA CLUB - 16 UNIT / R6 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B1 2x4 SP #1 Dense: WEBS 2x4 SP #3 SEE DWGS TCFILLER0699 AND BCFILLEROG99 FOR FILLER OETRILS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTRL LORD. THIS OWG. PREPARED BY THE'ALPINE JOB DESIGNER PROGRAM FROM 110 MPH WIND, 20.79 FT MERN HGTSBC, ENCLOSED BLDG, NOT L FROM ROOF EDGE. WIND TC DL = 5.6 PSF, WIND BC OL = 5.0 PSF RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. S LAYOUT THIN 8.50 1 W4X6 - - V2.5X4 12 5 p in [ I f0 r. V5X6 V5X6 WSX8 EX (F2) W2.SX4 i� 9 o 2.5 12 V2.5X4 X3 7'2- 15'0-13 24'3'8 31'10'8 7'2 V2X3 7'10-13 9'2'11. 7'7' 1 X4 3110'8 Rv-1184+ U-699# V-8' Rv-11740 U-9370 V-2-8 LEFT JIG = 18'7" RIGHT JIG = 15'3".2 SEO = 145639 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 4 TOTAL= 4 REV. �19.5o SCALE=0.2410 ST. LUCIE TRUSS CORP ++V N N ++ U U M N N HANDLING, SHIPPING, N LL N RN0 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS JOHN CLRRK WEBER TC LL 20. 0 PSF REF ' PLATE INSTITUTE. 583 D'ONDFRIO DR.: SUITE 200 MADISON, WI. 53h 9) FOR SAFETY PRACTICES FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7.0 PSF DATE 09 -07 -2001 PRIOR TO PERFORMING THESE , 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. STATE OF FLORIDA REGISTERED ENGINEER BC DL 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, BC L L 0.0 P S F J OH N L R I 10331 LENNRRD ROAD HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND GR40 GALV. STEEL P.E. #17 45 5 TOT.LD. 37.0 PSF 0/R LEN. 311008 PT. ST. LUCIE FL 34952 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM R653 PHONE (561) 335 3207 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON FAX (561) 335-3207 (561) THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES bF SOLELY FOR TRUSS COMPONENT DUF2.F R C. 1 .2 5 E-MAIL s®ms3209 ACCEPTANCE PROFESSIONAL ENGINEERING RESPONSIBILITY DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 S P R C I NG 24 0 " TYPE s e C IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. . Job:(13647-16) RICH PROP. SAVANNA CLUB - 16 UNIT / A7 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W2 2x4 SP #2: (R) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. z.5x4 s'- THIS DWG. PREPARED BY THE ALPINE JOB DESLGNLH F'Hu(;HHn FHun IKUbb rmH 5 LNTUUi 110 MPH WIND, 21.21 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICRL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 31'10-8' Rv-1499# U-9674 W-81 Rv-8609 U-669# W-2-8 LEFT JIG �720'8"15 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 4 TOTAL= 4 REV. 19.5o RIGHT JIG = 13'8" SEO = 145652 SCALE=0.2410 ST. LUCIE TRUSS CORP 10331 LENNARO RORO PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E-MAIL sltrUss®msn.com ■+W N N +• U U N N HANDLING. H NINSTALLING RND BRRCINGREFER TO HIB-91 (HANDLING INSTALLING AND BRACING) , 'UBLISHED BY TPI (TRUSS PLATE PRIOR REFER TO SUITE DN) FOR SAFETY LCS OR TOPERFORMINGTHESE FFUNCTTIONS. UNLESS O�fHERWISEINDICATED ,,TOPCHORDSHALL 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. 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 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 ON THIS EXCEPDESIGN, T AS TPOSITIONLCONNECTORS APER O RAWINGSEACH C1600FATZ. THE BEALAND LONSTHIS EDRAWING RWISE OINDICATES 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 L-1995 SECTION 2. JOHN CLRRK WEBER. STATE OF FLORIDA REGISTERED ENGINEER P.E. #17 45 S 10331 LENNRRO ROAD PT. ST. LUCIE FL 34952 TC LL TC OL BC DL BC- LL TOT.LD. 20. 0 PSF 7. 0 PSF 10.0 PSF 0.0 PSF • 37 - 0 PSF REF DATE 09 -07 -2001 DESIGNED BY: J OH N L R I 0/R LEN. 311008 [OUR. F A C. 1.25 S P ACING 24 .0.. TYPE h i m Job:(13647-16) RICH PROP. SAVANNA CLUB - 16 UNIT / A8 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 . 'WEBS 2x4 SP #3 :W1 2x4 SP #1 Dense: (A) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. LEFT JIG = 22'10"15 DESC. = A8 PLT. TYP.-WAVE_TPI95 ST. LUCIE TRUSS CORP gym! 10331 LENNRRO ROAD PT. ST. LUCIE 'FL 34952 PHONE (561) 335-3207 FRX (5611 335-3209 E-MRIL sltruss®msn.com THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAY01 110 MPH WIND, 21.62 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN B. FROM ROOF EDGE. WIND TC DL - 5.0 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. 31 m V 7'2" W2X3 15'0-13 21' -� 31'I0"8 Waxy 7'2- 7'10-13 5'll "3 10'10'8 31'10 8 Rv-85191 U-6590 W-2"8 Rv-150BC U-934D W-8" TPI (STD) OTY= 4 TOTAL= 4 ACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUS' INSTITUTE. 583 O'ONOFRIO OR.: SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICE'. TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE LY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HRVE R PROPERLY ATTACHED RIG G. ••IMPORTANT•• FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRACTOR. ENGINEERED PRODUCTS, NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIRTION FROM THIS ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, NG, SHIPPING, IINSTALLING AND BRACNG OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE IONS OF NOS (NRTIONRL DESIGN SPECFICATION PUBLISHED BY THE RMERICRN FOREST RNO ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM A653 GR40 GALV. ST AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 6EAL ON THIS DRAWING INDICA ANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT SHOWN. THE SUITABILITY RN USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING ACCAn,JCf PT, TTV nC TUC A,i T, nT Nn nCCTf:N CA OCA ANCf/TPT 1-ICCS CFrTTnN J. RIGHT JIG = 12'3" SEO = 145656 REV. 19.5o SCALE=0.2410 JOHN CLARK WEBER TC LL 2 0.0 PSF REF TC DL 7.0 PSF DATE 09 -07 -2001 STTE OF FLORIDA REGISTERED ENGINEER BC DL 10.0 PSF DESIGNED BY: BC LL 0.0 PSF JOHN LAI P.E. #17455 TOT.LD. • 37.0 PSF O/R LEN. 311008 10331 LENNARD ROAD OUR . FAC . 1.25 PT. ST. LUCIE FL 34952 SPACING 24.0" TYPE h I m Job: (13647-16) RICH PROP. SAVANNA CLUB - 16 UNIT / R9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W1 2x4 SP #1 Dense: (A) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. z.5x4 L 110 MPH WIND, 22.04 FT MEAN HGTSBC, ENCLOSED BLDG, NOT L FROM ROOF EDGE. WIND TC DL = 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. 7-z- W2a- 1S-U-13 CJ 1 (C a' w c _ 7'2' 7'10-13 B'0'15 8'8 l2 31'10 8 Rv-8510 U-650# W-2-8 Rv-15081 U-1007# W-B- WITHIN 8.50 F1 El: LEFT JIG = 25'0"15 RIGHT JIG = 11'O"15 OESC. = A9 SEO = 145667 PLT. TYP.-WAVE_TPI95 TPI(STO) OTY= 4 TOTRL= 4 REV. 19.5o SCALE=0.2410 ST. LUCIE TRUSS CORP ','V N N •- U U EXTREME N HANDLING,- H N N LL N RN0 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) , PUBLISHED BY TPI (TRUSS JOHN CLRRK WEBER TC LL 20.0 PSF REF ' PLATE INSTITUTE. 5B3 O'ONOFRIO DR.: SUITE 200, MADISON WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE fNDICATED , TOP CHORD SHALL HAVE TC DL 7 . 0 PSF DATE 09 -07 -2001 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HRVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT*- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION 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.RNO BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC L L' 0.0 PSF J 0 H N L R I 331 LENNRRD ROAD ST. LUCIE FL 34952 ONE (561) 335-3207 X (561) 335-3209 fE-AIL sliruss®msn.com PROVISIONS OF NOS (NRTIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION). AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR4D GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO ERCH FRCE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 190 R-Z. THE SEAL ON THIS DRAWING INDICATE RCCEPTRNCE 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. P,E. #17 45 5 10331 LENNRRD RORD PT. ST. LUCIE FL 34952 TOT.LO. 37.0 PSF O/R LEN. 311008 OUR. FA C. 1.25 . SPACING 2 4 .0 " TYPE h I m Job:(13647-16) R.ICH PROP. SAVANNA CLUB - 16 UNIT % AID TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :WI 2x4 SP #1 Dense: ALL PLATES ARE W2X3 EXCEPT AS NOTED. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. .SX4 LEFT A105'0"15 PLT. TYP.-WAVE_TPI95 ST. LUCIE TRUSS CORP o; 10331 LENNARD ROAD — PT. ST. PHONE LUCIE FL 34952 (561) 335-3207 FAX (561) 335-3209 E-MAIL sltruss®msn.com THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FRI 110 MPH WIND, 22.04 FT MEAN HGT, SBC, ENCLOSED BLOG, NOT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 P RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. 7.2- IS'0"l3 25' 31-1U-u 7'2" 7'10",3 9'11-3 6'10"8 31'10-8 Rv-128BI U-844" W-8" TRUSS MFR'S ]CRTED WITF R-156pIF W-6'10"8 IT 50 F RIGHT JIG = 13'4"7 SEO = 145673 TPI(STD) OTY= 1 TOTAL= 1 REV. 19.5a SCALE =0:2410 y -- TRUSSESU N N HANDLING H NINSTALLING 3 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) , PUBLISHED BY TPI (TRUSS JOHN CLRRK WEBER TC LL 2O • PSF .REF RTE INSTITUTE. 503 O'ONOFRIO OR.: SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES IOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICRTED , TOP CHORD SHALL HAVE TC DL 7 . 0 PSF DATE 09 -07 -2001 DPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID ILING. ••IMPORTRNT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS STATE OF FLORIDA REGISTERED ENGINEER BC DL 10.0 PSF DESIGNED B Y : PINE ENGINEERED PRODUCTS, I -NC. SHALL SIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, B G L L P S F J O HN L A I NDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE OVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND P.E. #17 45 5 rJTJOIPSF O/R 311008 PER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL TOT.LD. LEN. CEPT AS NOTED. APPLY CONNECTORS TO ERCH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON IS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE REAL ON THIS DRRWING INDICATES D U R.F R C . 1.25 CEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT SIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 10331 LENNRRD RORO PT. ST. LUCIE FL 34952 SPACING 24.0 TYPE h I M THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. 47-16) RICH PROP. TOP CHORD 2x4 SP #2 SOT CHORD 2x4 SP #2 WEBS 2x4 SP,#3 :Lt Nailer SP Ripped: - 16 UNIT / B1 (A) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. W2. SM THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM ' 110 MPH WIND, 21.74 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATE WIND TC OL m 5.0 PSF, WIND BC DL - 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/24D.D0 TOTAL LORD. S MFR'S LAYOUT VYWHERE IN ROOF, I'4' 16' 32 l6' 16' 32' R-76pir V-32' LEFT RAKE = 1'5"5 LEFT JIG = 25'0"15 PLT. TYP.-WAVE TPI(STO) OTY= 2 TOTAL= 2 REV. 19.5o RIGHT JIG = 13'5"7 SCALOE=0.23052 ST. LUCIE TRUSS CORP •N*V N N a■ U U X N N HANDLING, SHIPPING, INSTALLING RND BRRCING. REFER TO HIB-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 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE TC DL 7.0 PSF DATE 09-07 -2001 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E-MAIL sltruss®msn.COm PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTRCHED RIGID CEILING. •.IMPORTANT*• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. RLPINE.ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS HANDLINGR,NSHIPPINGE INSTTALLTO DINGHANDRUSSES BRACINGNOFONFORMANCE WITH TRUSSES. DESIGNPCONFFORMSBWITHTAPPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND PAPER RSSOCIRTION) RND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM A653 GR40 GALV. STEEL THISEXCEPT AS DESIGNOTPOSITIONLCONNECTORSRS TO EACH PER DRAWINGSC1600FRTZ. THEDSERLLONSTHISERWISE ORRWINGOCATED ON INOICRTES 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. #174 5 5 LENNRRD LORD T. S PT. S T. LUCIE FL 34952 - BC DL BC- L L- TO T.L O . 10.0 PSF 0.0 PSF 3 7 • 0 PSF DESIGNED B Y : J O H N L R I D / A L E N. 32 D U R.F A C. 1.25 SPACING 24.0" TYPE gab Job:(13647-16) RICH PROP. SAVANNA CLUB - 16 UNIT / 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/240.00 TOTAL LORD. 6 W: Y2 Rv-127191 U-8259 W-8' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM 110 MPH WINO, 21.74 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCR1 WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. CA) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. 11'10-3 23'1%2 ai iu o ---- --- Il'10-3 11'3-9 8'8'l2 31'10-8 Rv-1166# U-BBB# W-2-B MFR'S LAYOUT' WHERE IN ROOF, LEFT RAKE = 1'5"5 LEFT JIG = 25'0"15 PLT. TYP.-WAVE_TPI95 TPI(STD) 0TY=. 4 TOTRL= 4 REV. 19.5o RIGHT JIG = 13'4."7 SEO = 23404 SCALE=0.2313 ST. LUCIE TRUSS CORP RND BRACING.TRUSSE9 REOUIRE EXTREME CARE IN FABRICATING, HANOLIG, SHIPPING, INSTALLING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS JOHN CLRRK WEBER TC LL 20.0 PSF REF PLATE INSTITUTE. 583 D'ONOFRIO OR.: SUITE 200, MADISON, WI. 53719)- FOR SAFETY PRACTICES CHORD SHALL HAVE TC DL 7. O PSF DATE 09 -07 -2001 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP 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. SH LL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS STATE OF FLORIDA REGISTERED ENGINEER BC. 01 1 0 . O PSF DESIGNED B Y : ALPINE ENGINEERED PRODUCTS, INC. DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, BC LL- 0.0 PSF J 0 H N L R I 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 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM 8653 GR40 GALV. STEEL P.E. #17 4 5 5 TOT.LD. • 37.0 PSF O/R LEN. 311008 PT. ST. LUCIE FL 34952 PHONE (5611 335-3207 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS ISO A-Z. THE BERL ON THIS ORRWING INDICATE D U R.F R C. 1.25 FRX (561) 335-3209 ACCEPTANCE BF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY, FOR TRUSS COMPONENT 10331 LENNRRO ROAD E-MAIL sltruss®msn.com DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING PT. ST. LUCIE FL 34952 SPACING 2 4.0 " TYPE c o m n IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER RNSI/TPI 1-1395 SECTION 2. b:(13647-16) RICH PROP. SAVANNA CLUB - 16 U OP CHORD 2x4 SP #2 DT CHORD 2x4 SP #2 WEBS 2x4 SP #3 Lt Nailer SP Ripped: EFLECTION MEETS, L/360.00 LIVE AND L/240.00 TOTAL LORD. 1'4' Rv-12664 U-8224 V-B- NIT / C2 23' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S L 110 MPH WIND, 21.74 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIl' 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 SPRCED ON MEMBER. 23'3" 11'3' 10-8 4 Rv-11714 U-8890 W-2'8 FT I LEFT RAKE = 1'5"5 RIGHT JIG = 11'0"15. LEFT JIG C225'0"15 SEO = 23424 DESCPLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 8 TOTRL= B. REV. 19.5o SCALE=0.2313 ST. LUCIE TRUSS CORP RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND ME CARE IN FABRICATING, PUBLISHED BY TPI (TRUSS FOR SAFETY PRACTICES JOHN CLRRK WEBER TC LL 20 • PSF REF DATE 09 -07 -2001 PLATE INSTITUTE. 583 D'ONOFRIO DR.: SUITE 200, MADISON WI. 53h 9) PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE TC DL 7�- 0 PSF DESIGNED B Y : . 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. STATE OF FLORIDA REGISTERED ENGINEER BC- DL 10.0 PSF ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, BC L L 0.0 PSF J 0 H N L R I HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE 0/R LEN. 311008 10331 LENNRRD ROAD PROVISIONS OF NOS (NRTIONRL DESIGN SPECIFICATION PUBLISHED BY THE.RMERICAN FOREST RNo P.E.#174 55 TOT.LD. 37.0 PSF PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 PAPER ASSOCIATION] AND TPI. RLPINE CONNECTORS FIRE MADE OF 20GA RSTM R653 GR40 GALV. STEEL EXCEPT NOTED. CONNECTORS OFACE FR TRUSS OTHERWISE LOCATED SEALUNLESS 1.25 FAX. (561) 335-3203 ILTHEAND CATTES. THISDESIGNPOSITION CONNECTORSPERDRAWINGS160 THISINDICATES ACCEPTANCE 6F PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT 10331 LENNRRD ROAD D U R.F R C. S P R C I N G 2 4 .0 ITYPE c o m n E-MRIL sltruss®msn.com DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING PT. ST. LUCIE FL 34952 IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. lob:(13647-16) RICH PROP. SRVRNNR CLUB - 16 UNIT / C 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 W: 5V2 ' Rv-12600 U-0220 W-8- THIS DWG. PREPRRED BY THE ALPINE JOB DESIGNER PROGRAM FROM ' 110 MPH WIND, 21.74 FT MERN HGTSBC, ENCLOSED BLDG, NOT LC FROM ROOF EDGE. WIND TC OL = 5.6 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICRL NOT EXPOSED TO WIND PRESSURE. (R) CONTINUOUS LATERAL BRACING EOURLLY SPRCER ON MEMBER. 20'I 6'6-B 3l'10-8 — IIiu't I I'9-8 - 4 Rv-L172l U-889# W-2'8 S MFR'S LAYOUT ED WITHIN 8.5( LEFT RRKE = 1'5"5 LEFT JIG = 25'0"15 RIGHT JIG = 11'O"15 SEO = 23422 PLT. TYP.CWRVE_TPI95 TPI(STD) OTY= 4 TOTRL= 4 REV. 19.5o SCRLE=0.2313 ST. LUCIE TRUSS CORP 331 LENNRRD ROAD ST. LUCIE FL A10 ONE (561) 335-3207 X (561] 335-3209 fE-MRILsltruss®msn.com *' WARNING— TRUSSES REOUIRE CARE IN FABRICATING, G, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91XTREME [HANDLING INSTALLING AND BRACING), PUBLISHED 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 INOICRTEO TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE fl PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•• 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 WITH APPLICABLE PROVISIONS OF NOS (NATIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. • ALPINE CONNECTORS ARE MADE OF 20GA 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 BERL ON THIS DRAWING INDICATES 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 RNSI/TPI L-1995 SECTION 2. JOHN CLRRK WEBER STATE OF FLORIDA REGISTERED ENGINEER . P.E. #174 5 5 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 TC LL 20.0 PSF TC OL 7. 0 PSF BC' DL 10.0 PSF BC L L' O . O PSF TOT.LD. 37 - O PSF REF DRTE 09-07-2001 DESIGNED BY: J 0 H N L R I D/R LEN. 311008 D U R.F R C. I .25 S P R C I N G 2 4 .0 " TYPE c o m n Job:(13647-16) RICH PROP. SAVANNA CLUB - 16 UNIT / C4 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 (R) CONTINUOUS LRTERRL BRACING EOURLLY SPRCED ON MEMBER. c W3X5 IF s- Rv-11850 U-7170 W-8- LEFT JIG = 25'0"15 DESC. = C4 PLT. TYP.-WAVE_TPI95 ST. LUCIE TRUSS CORP M 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 T 110 MPH WIND, 22.04 FT MERN HGTSBC, ENCLOSED BLDG, NOT L01 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. 10-8 TPI (STD) OTY= 4 TOTAL= 4 N N •■ U U XTREME CARE IN FRBRICRTING, HANDLING, SHIPPING, INSTALLING BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS E INSTITUTE. 583 D'ONOFRIO DR.: SUITE 200, MADISON, WI. 53h 91 FOR SAFETY PRACTICES IR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE 'ERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID ING. ••IMPORTANT■• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. NE ENGINEEREO PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS GN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING, (LING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE 'ISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND :R ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM A653 GR40 GRLV. STEE'. :PT RS NOTED. APPLY CONNECTORS TO EACH FRCE OF TRUSS AND UNLESS OTHERWISE LOCATED ON 1 DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THESERL ON THIS DRAWING INDICRTE :PTRNCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT GN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PRRTICULRR BUILDING HE RESPONSIBILITY OF THE BUILDING DESIGNER. PER RNSI/TPI 1-1995 SECTION 2. B'1 REV. 1 JOHN CLRRK WEBER TC LL TC DL STTE OF REGISTEREDFLORIDA ENGINEER BC O L BC LL P.E. #17455 TOT.LD. 10331 LENNARD ROAD OUR. FRC PT. ST. LUCIE FL 34952 SPACING Rv-11740 U-896b W-2'8 MFR'S LAYOUT WITHIN 8.51 RIGHT JIG = 11'O-15 SEO = 145729 i.5o SCALE=0.2410 20.0 PSF REF 7.0 PSF DATE 09-07-2 10.0 PSF DESIGNED BY: 0.0 PSF JOHN LRI 37.0 PSF O/R LEN. 311008 1.25 24.0" TYPE comn 001 Jcb:(13647-16) RICH PROP. SAVANNA CLUB - 16 UN TOP CHORD 2x4 SP .#2 BOT CHORD.2x4 SP #2 WEBS 2x4 SP #3 :W1 2x4 SP #2: (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. O z.5X4 LEFT JIG = 25'0"15 DESC. = C5 PLT. TYP.-WAVE_TPI95 ST. LUCIE TRUSS CORP ,i PI 10331 LENNARO ROAD PT. ST. LUCIE FL 34952 PHONE (S611 335-3207 FAX (561) 335-3209 E-MAIL sltruss®msn.com Rv-13860 U-8621 W-B- T / C5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM 110 MPH WIND, 22.04 FT MEAN HGTSBC, ENCLOSED BLDG, NOT L FROM ROOF EDGE. WIND TC DL = 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. 4 Rv-973N U-8059 W-2-B R' S LAY01 ITHIN B. W, J RIGHT JIG = 11'O"15 SEO = 145724 TPI(STD) OTY= 24 TOTRL= 24 REV. 19.5a SCALE=0.2410 R N N +• U U X M N N H N L N H NINSTALLING BRRCING. REFER TO HIB-91 (HANOLING 'INSTALLING AND BRRCING( , PUBLISHED BY TPI (TRUSS JOHN CLRRK WEBER TC LL . 20. O PSF REF DATE 09 -07 -2001 TE INSTITUTE. 5B3 D'ONOFRIO DR.: SUITE 200, MADISON WI. 53719) FOR SAFETY PRACTICES OR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE fNDICRTEO TOP CHORD SHALL HAVE PERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID LING. ••IMPORTRNT•• FURNISH R COPY OF THIS ❑ESIGN TO THE INSTALLATION CONTRACTOR. INE ENGINEEREO PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS IGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, CLING, SHIPPING, INSTALLING AND BRRCING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE VISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND ER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM 8653 GR40 GALV. STEEL STATE OF FLORIDA REGISTERED ENGINEER P.E. #17 45 5 TC ❑L B C D L BC L-L- TOT.LD. 7.0 1 O 0.0 ` 37.0 . O PSF PSF PSF PSF DESIGNED B Y :' J OH N L R I O/A LEN. 311008 EPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCRTEO ON S DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INOICRTES EPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT 10331 LENNRRD RORD OUR. FR C. 1.25 SPACING 24.0" TYPE comn 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. PT. ST. LUCIE FL 34952 ob:(13647-16)'RICH PROP. SAVANNA CLUB - 16 U T / C6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR TOP CHORD 2x4 SP #2 :T.4 2x4 SP #2 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :Lt Nailer SP Ripped: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 6 110 MPH WIND, 21.74 FT MEAN HGTSBC, ENCLOSED BLDG, NOT LOCATED WI FROM ROOF EDGE. WIND TC DL - 5.6 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (R) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. 1'4^ 12' 23'9" ... ' 31'10-8 wjX4 12' 11'9" 8'1"8 3l'IO"8 Rv-12600 U-8220 W-8" Rv-1172# U-889# W-2"8 LAYOUT N 8.50 F LEFT RRKE = 1'5"5 LEFT JIG = 25'0"15 DESC. = C6 PLT. TYP.-WRVE_TPI95 TPICSTD) OTY= 4 TOTRL= 4 REV. 19.5o RIGHT JIG = 11'O"15 SEO = 23420 SCALE=0.2313. ST. LUCIE TRUSS CORP +-V N N i• U U X N N HANDLING, SHIPPING, INSTALLING RND BRACING. REFER TO HIB-91 (HRNOLING INSTALLING AND BRACING) , PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 0 ONOFRIO OR.: SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE JOHN CLARK WEBER TC TC LL DL 20.0 7.0 PSF PSF REF DATE 09 -07 -2001 ' 0331 LENNARO ROAD ST. LUCIE FL 34952 HONE (561) 335-3209 FAX (5t g S.. 09 fE-MRILsltrvss®msn.com PROPERLY ATTACHED STRUCTURRL PANELS AND BOTTOM CHORD SHALL HRVE R PROPERLY ATTACHED RIGID CEILING.-■IMPORTRNT-• 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 PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. RLPINE CONNECTORS ARE MADE OF 20GA RSTM 8653 GR40 GALV. STEEL THISEXCEPT AS DESIGNO,TPOSITD. IONLCONNECTORSRS TO EACH PER ORRWINGSC160FR-Z. THEDSEALLONSTHISERWISE DRRWINGOCATED ON INDICATTES 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. STATE OF FLORIDA REGISTERED ENGINEER P.E. #174 5 S 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 BC-DL BC- L L TOT.LD. 10.0 PSF 0.0 PSF e 37.0 PSF DESIGNED BY: J 0 H N L R I 0/A LEN. 311008 OUR. F A C . 1.25 . SPACING 2 4 . 0 " TYPE C C m n. Job:(13647-16) RICH PROP. SAVANNA CLUB - 16 UNIT / C7 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 (R) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. 0 V3X5 Ii s- Rv-11850 U-7180 W-8- R THIS DWG. 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 FROM ROOF EDGE. WIND TC DL = 5.6 PSF, WIND BC OL.= 5.0 PSF. RIGHT END VERTICRL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. Rv-6 74# U-896# V-2-8 LEFT JIG = 25'0"15 PLT. TYP.-WAVE TPI(STO) OTY= 4 TOTAL= 4 REV. 19.5o RIGHT JIG = 11'O"15 SCALE=0.241014 ST. LUCIE TRUSS CORP 10331 LENNRRO ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FRX (561) 335-3209 E-MAIL sltr�ss®msn.com R-� N N ■■ U U X M N N HANDLING, SHIPPING, N LL N RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) , PUBLISHED BY TPI (TRUSS 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 HRVE PROPERLY ATTACHED STRUCTURRL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY RTTRCHED RIGID CEILING.--IMPORTRNT•• 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 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 GRLV. 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 BERL 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 RNSI/TPI 1-1995 SECTION 2. JOHN CLARK WEBER STATE OF FLORIDA REGISTERED ENGINEER P.E. #17 4 55 - 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 TC TC BC.- BC. TOT.LD. LL DL DL L L - 20.0 PSF 7 . PSF 10.0 PSF PSF r 37. PSF REF DATE 09 -07 -2001 DESIGNED BY: J 0 H N L R I D/R LEN. 311008 OUR. FR C . 1.25 SPACING 2 4 . 0 - TYPE C o mn Job:(13647-16) RICH PROP. SAVANNA CLUB - 16 UNIT / C8 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/240.00 TOTAL LORD. 0 W: i•Y2 Rv-12661 U-8220 W-8' 23' 10 -8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM 110 MPH WIND, 21.74 FT MEAN HGTSBC, ENCLOSED BLDG, NOT LO 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 EQUALLY SPACED ON MEMBER. 27'5- 15'5- I'10'B 4'S'8 Rv-1171# U=888# W-2'8 MFR'S LAYOUT WITHIN 8.51 LEFT RAKE = 1'5"5 LEFT JIG = 25'0"15 RIGHT JIG = 11'0"15 DESC. = C8 PLT. TYP.-WRVE_TPI95 TPI(STO) OTY= 8 TOTRL= 8 REV. 19.5o SCALE E=0.2313 ST. LUCIE TRUSS CORP 331 LENNRRO ROAD fPT.ST. LUCIEFL 34952PAPER ONE 1561) 335-3207 (561) 335-3209 AIL sltruss®msn.com Fs N N •• U U M N N H N L N SHIPPING, RN0 BRACING. REFER TO HIB-91 (HANDLING INSTRLLING AND BRACING) , PUBLISHED BY TPI !TRUSS 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 PROPERLY ATTACHED STRUCTURAL 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. 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 RPPLICRBLE PROVISIONS OF NOS INRTIONAL DESIGN SPEC IFICRTION PUBLISHE❑ BY THE AMERICAN FOREST AND ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM R653 GR40 GALV. STEE THISEXCEPT AS DESIGNO,TPOSITIONLCONNECTORSRS TO EACH PER DRAWINGSCE OF IGO A-Z. THEDBEALLONSTHHISERWISE DRAWINGOINDIDON CRTESX ACCEPTANCE OF PROFESSIDNRL 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. #174 5 5 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 TC LL 20. 0 PSF TC DL 7 . 0 PSF B C DL 1 0 . 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 R I 0/R LEN. 311008 DU R.F R C. 1.2S SPACING 2 4.0 " ITYPE C C m n lob:(13647-16) RICH PROP. SAVANNA CLUB - 16 UNIT / D1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4.SP#3 :Lt Noiler SP Ripped: (R) CONTINUOUS LATERAL BRACING EOUALLY SPRCED ON MEMBER. W3xs Rv-12581 U-825I W-8- LEFT RAKE = 1'5"5 LEFT JIG = 25'0"15 DESC. = D1 PLT. TYP.-WRVE_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 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS 110 MPH WIND, 21.74 FT MEAN HGTSBC, ENCLOSED BLDG, NOT LOCATE' FROM ROOF EDGE. WIND TC DL = 5.6 PSF, WIND BC DL = 5.0 PSF. . RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. ALL PLRTES ARE W2X3 EXCEPT AS NOTED. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 23'I-12 de- 12' 11'l-12 TPI (STD) OTY= 4 TOTAL= 4 WW N N ■■ TRUSSES REOUIREX CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING NO BRACING. REFER TO HIB-91 (HRNOLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS LATE INSTITUTE. SB3 O'ONOFRIO DR.: SUITE 200, MADISON WI. 53319) FOR SAFETY PRACTICES RIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE ROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY RTTRCHED RIGID EILING. ■IMPORTANT■• FURNISH R CQPY OF THIS DESIGN TO THE INSTRLLRTION CONTRACTOR. LPINE ENGINEERED PRODUCTS,NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, ANGLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WTH APPLICABLE ROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND RPER RSSOCIRTION) RNO TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR40 GALV. STEE XCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RND, UNLESS OTHERWISE LOCATED ON HIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SERL ON THIS DRRWING INDICATE CCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT ESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING S THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. R-246pIF W-4'1U- R'S LAYOUT ITHIN 8.51 RIGHT JIG = 13'57 SEO = 23416 REV. 19.5o SCALE=0.2305 JOHN CLARK WEBER STTE OF FLORIDA - REGISTERED ENGINEER P.E. #17455 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 TC LL 20.0 PSF TC DL 7.0 PSF BC DL 1 0 - 0 PSF BC LL- 0.0 PSF TOT.LD. r 37.0 PSF REF DATE 09-07-2001 DESIGNED BY: JOHN LRI O/A LEN. 32 DUR . FRC .. 1.25 SPACING 24.0" TYPE Coma ob:(13647-16) RICH PROP. SAVANNA CLUB - 16 UNIT / D 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 EOUALLY SPRCEO ON MEMBER. 0 W: 5- v2 '4- Rv-988# U-6460 W-B- LEFT RAKE = 1'5"5 LEFT JIG = 25'0"15 DESC. = D2 PLT. TYP.-WAVE_TPI95 ST. LUCIE TRUSS CORP 10331 LENNRRO ROAD — 'T. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E-MRIL sltruss®msn.com 23' THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRRM FROM TRUSS MFR'S LAYOUT NEGATIVE RERCTION(S) OF -510# MRX. (SEE BELOW) FROM R NON -WIND LORD CRSE REOUIRES UPLIFT CONNECTION. 110 MPH WIND, 21.74 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. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. vjAu 27'10- 4'2' 10-8 Rv-1968# U-11919 W-8- 11--510# U-190# W-1'8 RIGHT JIG = 13'3"2 SEO = 23414 TPI(STD) OTY= 4 TOTAL= 4 REV. 19.5n SCALE=0.2305 N ++ TRUSSES REOUIREX N FABRICATING,HANDLING, SH N N LL NG BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS JOHN CLRRK WEBER TC LL ., 20 . O PSF REF, DATE 09 -07 -2001 TE INSTITUTE. 583 D'ONOFRIO DR.: SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES OR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE PERLY ATTACHED STRUCTURRL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID 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, OLING, SHIPPING,' INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE VISIONS OF NOS [NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND ER ASSOCIATION] AND TPI. ALPINE CONNECTORS ARE MADE OF 20GS RSTM A653 GR40 GRLV. STEEL STATE OF FLORIDA REGISTERED ENGINEER P.E. #1745 5 TC DL BC DL BC L L TOT.LO. 7.0 10 O + 37.0 . 0 . O PSF -PSF PSF PSF DESIGNED BY: J 0 H N L R I O/R LEN. 32 EPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCRTEO ON S DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE.kAL ON THIS DRAWING INDICATES EPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT 10331 LENNRRD RORO - OUR. FR C. 1.25 S P R C I N G 24. 0 " T Y P E c o m n IGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING THE RESPONSIBILITY OF THE BUILDING DESIGNER PER RNSI/TPI 1-1995 SECTION 2. PT. ST. LUCIE FL 34952 Job:(13647-16) RICH PROP. SAVANNA CLUB - 16 UNIT / D3 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B2 2x6 SP #1 Dense: WEBS 2x4 SP #3 :Rt Beoring Leg 2x4 SP #3::Lt Noiler SP Ripped: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD., LEFT RAKE = 1'5"5 DEFT JIG D325'0"15 PLT. TYP.-WAVE_TPI95 ST. LUCIE TRUSS 10331 LENNARD ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX 1561) 335-3209 E-MAIL sltruss®msn.com THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRRM FROM 110 MPH WIND, 21.74 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT L FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC OL - 5.0 PSF SEE DWGS TCFILLER0699 RND BCFILLER0699 FOR FILLER DETAILS. CAl CONTINUOUS LATERRL BRACING EOURLLY SPACED ON MEMBER. TRUSS MFR'S LAYOUT ]CRTED WITHIN 8.50 3'8' 28'4' 3'8- 5'8' 18'S" 31'lD'8 3'8" 2' 12'9" - 13'5"8 3l'10-8 Rv-14I80 U-9120 V-3' Rv-1028# U-770# V-I'8 TPI (STD) lea TRUSSES REOUiRE E BRRCING. REFER TO HIB-91 E INSTITUTE. 583 O'ONOFR iR TO PERFORMING THESE FUN 5U U AND ING. ■IMPORTANT■• FURNISH H WeT Ur iMla VE ENGINEERED PRODUCTS, INC. SHALL NOT BE GN: ANY FAILURE TO BUILD THE TRUSSES IN CO ING, SHIPPING, INSTALLING AND BRACING OF ISIONS OF NOS (NATIONAL DESIGN SPECIFICRTI i ASSOCIATION) AND TPI. ALPINE CONNECTORS ?T AS NOTED. APPLY CONNECTORS TO EACH FRC DESIGN, POSITION CONNECTORS PER DRAWINGS PTRNCE OF PROFESSIONAL ENGINEERING RESPONS GN SHOWN. THE SUITABILITY AND USE OF THIS HE RESPONSIBILITY OF THE BUILDING -DESIGNER OTY= 16 TOTRL= 16 ZRTrN9_,_HANOLING, SHIPPING, INSTRLLING IG AND BRACING), PUBLISHED BY TPI (TRUSS IRDISON WI. '53h 9) FOR SAFETY PRRCTICEE 7RWISE INOICRTED , TOP CHORD SHALL HAVE IORD SHALL HAVE A PROPERLY ATTACHED RIGI [SIGN TO THE INSTALLATION CONTRACTOR. iPONSIBLE FOR ANY DEVIATION FROM THIS )RMANCE WITH TPI: OR FABRICATING, )SSES. DESIGN CONFORMS WITH APPLICABLE PUBLISHED BY THE AMERICAN FOREST AND IE MADE OF 20GH RSTM A653 GR40 GRLV. STE )F TRUSS RND, UNLESS OTHERWISE LOCATED C ) A-Z. THE SERL ON THIS DRAWING INDICRI ILITY SOLELY FOR TRUSS COMPONENT )MPONENT FOR ANY PARTICULAR BUILDING 'ER ANSI/TPI I-1995 SECTION 2. RIGHT JIG = 13'3"2 SEO = 23426 REV. 19.5o SCALE=0.2305 JOHN CLRRK WEBER STATE OF FLORIDA REGISTERED ENGINEER P.E. #17455 10331 LENNRRO ROAD PT. ST. LUCIE FL 34952 TC LL 2 0.0 PSF TC DL 7.0 PSF BC. DL 10 . 0 PSF BC' LL - 0.0 PSF TOT.LD. r 37.0 PSF REF DATE 09-07-2001 DES I GNED BY: JOHN LR I O/A LEN. 32 DUR . FAC . 1.25 SPACING 24.0" TYPE comn Job:(13647-16) RICH PROP. SAVANNA CLUB - 16 UNIT / D4 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :Rt Bearing Leg 2x4 SP #3: LEFT END VERTICAL NOT EXPOSED TO WIND PRESSURE. ++ ANCHORAGE REO'D TO PREVENT TRUSS FROM SLIPPING OFF BEARING. o 5X4 THIS DWG. PREPARED BY THE RLPINE JOB DESIGNER PROGRRM FROM - 110 MPH WIND, 22.04 FT MEAN HGTSBC, ENCLOSED BLDG, NOT LC FROM ROOF EDGE. WIND TC DL = 5.6 PSF, WIND BC DL = 5.0 PSF. ALL PLATES ARE W2.5X4 EXCEPT AS NOTED. (A) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. '1 l'1-12 B'8-12 10"8 R-84plF W-25'B" Rv-2171 U-228p V-1"8 S MFR'S LAYOUT ED WITHIN 8.50 FT LEFT JIG = 25.0"15 DESC. = D4. PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 4 TOTAL= 4 REV. 19.5o RIGHT JIG = 13'3"2 SEO = 23429 . SCALE=0.2401 3T: LUCIE TRUSS CORP ••V N N •• TRUSSES REOUIREEXTREME N FABRICATING, HANDLING, SH N N LL N AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS JOHN CLARK WEBER TC LL 20. 0 PSF REF DATE 09 -07 -2001 PLATE INSTITUTE. 5B3 O'ONOFRIO DR.: SUITE 200, MADISON, WI. 53h 9) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE TC DL 7 . 0 PSF !331 LENNRRD ROAD ST. LUCIE FL 34952 (561) 335-3207 X C561) 335-3209 (561) s®ms3209 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-RNY 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 RND PAPER RSSOCIRTION7 ANO TPI. ALPINE CONNECTORS RRE MADE OF 20GR RSTM R653 GR40 GALV. STEEL EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACEOF TRUSS RND, UNLESS OTHERWISE LOCATED ON1.2S THIS DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRRWINGANOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY. FOR TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. STATE OF FLORIDA REGISTERED ENGINEER P.E. #17455 10331 LENNARO ROAD PT. ST. LUCIE FL 34952 BC O L BC- L L TOT.LD. 10.0 PSF 0.0 PSF 37.0 PSF DESIGNED B Y : J 0 HN L A I ' 32 0/R LENONE DUR..FRC.AIL SPACING 24.0" TYPE CO(11f1 Job:(13647-16) RICH PROP. SAVANNA CLUB - 16 U 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. 8 - 1.4- NIT / E1 16' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM 110 MPH WIND, 18.62 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATE WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF,. ALL PLATES ARE W2X3 EXCEPT AS NOTED. SEE OWGS S11030EN0699 & GBLLETINOG99 FOR MORE REQUIREMENTS 16' 1'4-� R-84PIF W-16' TRUSS MFR'S LAYOUT LEFT RAKE = 1'5"5 RIGHT RAKE = 1'5"5 LEFT JIG = 8'10" RIGHT JIG = 8'10" SEO = 23390 PLT. TYP.-WAVE_TPI95 TPI(STO) OTY= 4 TOTAL= 4 REV. 19.5o SCALE=0.4116 ST. LUCIE TRUSS CORP 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 PHONE (561). 335 320CATED 7 FRX (561) 335-3209 E MAIL sltruss®msn.com ** N N as U U X N N HANDLING, SHIPPING, FIND BRACING. REFER TO HIB-91 (HANDLING INSTALLING FINDBRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 D'ONDFRIO DR.: SUITE 200 MADISON WI. 53h 9) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWSE INOICRTEO , 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 ENGINEERE❑ PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FRILURE.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 MROE OF 20GH RSTM A653 GR40 GRLV. STEEL ON THISPDESIGND,TPOSITIONLCONNECTORSRPERODRAWINGSEACH C160FATZ. THE BERLAND LONSTHIS EDRAWING RWISE DINDICATES ACCEPTANCE OF PROFESSIONRL,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 CLARK WEBER STATE OF FLORIDA REGISTERED ENGINEER P.E. # 17 45 5 10331 LENNRRD ROAD PT: ST. LUCIE FL 34952 TC LL 20. O PSF TC OL 7.0 PSF BC.- D L 10.0 PSF BC- L L 0 . O PSF TOT.L❑. 37 • 0 PSF REF DATE 09 -07 -2001 DESIGNED BY: J 0 H N L R I 0/R LEN. 16 OUR. FA C. 1.25 lt� SPACING 24.O" TYPE cab I I i Job: (13647-16) R'. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 . SAVANNA CLUB - 16 UNIT / E2 9• W2X4(R 1) W2X3 Rv-1940 U-(800 V-8" Rv--99999# U-401# W-8" LEFT JIG 8'10" PLT. TYP.-WRVE_TPI95 TPI(STD) ST. LUCIE TRUSS CORP RND BRACING. REFER TO HIB-91 '(HANDLING IN PLATE INSTITUTE: 583 D'ONOFRIO DR.: SUITE PRIOR TO PERFORMING THESE FUNCTIONS. UNLE PROPERLY ATTACHED STRUCTURRL'PANELS AND BO CEILING. -•IMPORTANT•- FURNISH R COPY OF ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT DESIGN: ANY FAILURE TO BUILD THE TRUSSES I HANDLING, SHIPPING, INSTALLING AND BRACING 10331 LENNRRO ROAD PROVISIONS OF NDS.(NRTIONRL DESIGN SPECIFI PT. ST. LUCIE FL 34952 PAPER ASSOCIATION) AND TPI. ALPINE CONNEC PHONE 1561) 335-3207 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FAX C561) 335-3209 THIS DESIGN, POSITION CONNECTORS PER ORRVI E-MAIL C561) s®ms3209 ACCEPTANCE OF PROFESSIONAL ENGINEERING RES DESIGN SHOWN. THE SUITABILITY AND USE OF IS THE RESPONSIBILITY OF THE BUILDING OESI THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM T 110 MPH WIND, 18.92 FT MERN HGT, SBC, ENCLOSED BLDG, LOCRTEI WIND TC OL - 5.0 PSF, WIND BC 0L = 5.0 PSF. DEFLECTION MEETS L/360.DO LIVE RND L/240.00 TOTRL LORD. W2X3 Rv-3980 U-405# W-8" Rv-194# U-180# W-8" MFR'S LR I\ aJ RIGHT JIG = 8'10" SEO = 23359 OTY= 2 TOTAL= 2 REV. 19.5n SCALE=0.4802 N N H L N H NINSTALLING STALLING RND �RRCINGI , PUBLISHED BY TPI (rRuss JOHN CLARK WEBER TC LL 20.0 PSF REF DATE 09-07-2001 200 MADISON, WI. 537191 FOR SAFETY PRACTICES SS OTHERWISE INDICATED , TOP CHORD SHRLL HAVE TC D L 7.0 PSF DESIGNED BY: TTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID THIS DESIGN TO THE INSTALLATION CONTRACTOR. STATE OF FLORIDA REGISTERED ENGINEER BC DL 10.0 PSF BE RESPONSIBLE FOR ANY DEVIATION FROM THIS N CONFORMANCE WITH TPI: OR FABRICATING, B C L L' 0. 0 PSF ' JOHN LRI OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE CATION PUBLISHED BY THE AMERICAN FOREST ANO TORS ARE MADE OF 20GA RSTM A653 GR40 GALV. STEEL P.E. #17455 TOT . LO. 37 �. O PSF 0/R LEN . lg_ FACE OF TRUSS RND, UNLESS OTHERWISE LOCATED ON NGS 160 R-Z. THE SEAL ON THIS DRAWING INDICATES OUR. FRC . 1 • 2S - PONSIBILITY SOLELY FOR TRUSS COMPONENT 1 THIS COMPONENT FOR ANY PARTICULAR BUILDING 10331 LENNRRO ROAD PT. ST. LUCIE FL 34952 SPACING 24.0" TYPE comn GNER PER RNSI/TPI 1-1995 SECTION 2. Job'.(13647-16) RICH TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 W2X4 CAL) �I VRNNR CLUB - 16 UNIT / E2 V2X3 Rv--15# U-1804 W-8- 4-607# "U-464# V-s' LEFT E28'10" PLT. TYP.-WAVE_TPI95 ST. LUCIE TRUSS CORP o; 10331 LENNRRD ROAD T. 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 110 MPH WIND, 18.92 FT MERN HGT, SBC, ENCLOSED BLDG, LOCRI WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE RND L/240.00 TOTAL LORD. m 10 V2X3 Rv-607# U-440# V-B' Rv-.15# U-L80# W-B' MFR'S WHERE T RIGHT JIG = B'10" SEO = 23393 TPI(STD) OTY= 4 TOTAL= 4 REV. 19.5o SCALE=0.4802 a N N a• U U M N N H N L N H N N LL N J BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS FOR SAFETY PRRCTICES JOHN CLRRK WEBER TC LL 20. 0, PSF REF ITE INSTITUTE. 583 D'ONOFRIO DR.: SUITE 200, MADISON WI. 53719) IOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE }NOICRTEO , TOP CHORD SHRLL HAVE TC DL 7.0 PSF DATE 09-07-2001 DESIGNED BY: OPERLY RTTRCHEO STRUCTURAL PRNELS RNO BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID ILING.-0PORTRNT■• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. STRTE OF FLORIDA REGISTERED ENGINEER BC. ❑ L 10.0 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 P S F J 0 HN L R I NOLING, SHIPPING, INSTALLING RNO BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE OVISIONS OF NOS (NRTIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RNO P.E. #17 4 55 TOT.LD. 37.0 PSF 0/R LEN. 16 PER ASSOCIATION) RNO TPI. ALPINE CONNECTORS ARE MADE OF 20GH RSTM A653 GR40 GALV. STEEL CEPT AS NOTED. APPLY CONNECTORS TO ERCH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON R=Z. THE REAL ON THIS DRAWING INDICATES D U R.F A C . 1 .25 ' IS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 CEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT 10331 LENNRR() ROAD S P A C I N G 2 4 . 0 " - TYPE C C m n SIGN SHOWN. IHE SUITABLITY RNO USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING —.1 .,r n....rr ., Iry ne TUC ci, Tin AIr_ nCCTruro PFP PNCT/TPT 1-1QQS SFrTTnN 2- PT. ST. LUCIE FL 34952 Job:(13647-16) RICH PROP. SAVANNA CLUB - 16 UNIT / F2 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 THIS DWG, PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S 110 MPH WIND, 18.36 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCRTED RNYWHERE WIND TC DL = 5.0 PSF, WIND BC DL - 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE RND L/240.00 TOTAL LORD. LEFT JIG = 5'11"6 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 4 TOTAL= ST. LUCIE TRUSS CORP RN+W N N +■ U U N N HANDLING, H N INSTALL RN0 BRRCING. REFER TO HIB-91 (HANDLING INSTALLING AND BRRCING), UBLISHED BY TPI (T PLATE INSTITUTE. 5B3 D'ONOFRIO DR.: SUITE 200 MADISONI WI. 53719) FOR SAFETY PRRCT PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL H PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED CEILING. •■IMPORTRNT•• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THI DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING SHIPPING INSTALLING AND BRRCING OF TRUSSES. DESIGN CONFORMS WITH RPPLICA V-8" T RIGHT J.IG = 5'11"6 4 SEO = 23395 REV. 19.5a SCALE=0.7202 IG RUSS JOHN CLRRK WEBER TC LL 20.0 PSF REF DATE 09 -07 -2001 ICES TC DL 7.0 PSF RIGID STATE OF FLORIDA REGISTERED ENGINEER BC' DL 10.0 PSF DESIGNED BY: S BLE BC LL- 0.0 PSF JOHN LAI 10331 LENNRRD ROAD PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICAN FOREST AND P.E. #17 45 5 TOT.LD. 37.0 PSF O/A LEN. 100800 PT. ST. LUCIE FL 34952 PAPER ASSOCIATION] AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM A653 GR40 GALV. STEEL PHONE (561) 335-3207 EXCEPT RS NOTED. APPLY CONNECTORS TO ERCH FRCE OF TRUSS ANO UNLESS OTHERWISE LOCATED ON THE SEAL ON THIS DRRWING INDICATES 1.25 FAX C561) 335 3209 THIS DESIGN, POSITION CONNECTORS PER ORRVINGS 160 A-Z. ACCEPTANCE OF PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT 10331 LENNRRD ROAD D U R.F R C . E-MRIL sltruss®msn.com DESIGN SHOWN: THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING PT. ST. LUCIE FL 34952 SPACING 2 4 . 0 " TYPE c o m ri __ IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. lob:(13647-16) RICH PROP. SAVANNA CLUB - 16 UNIT / FG1 TOP CHORD 2x6 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W2, W8 2x4 SP #2: SPECIAL LORDS ------(LUMBER DUR.FRC.-1.25 / PLATE OUR. FRC.-1.25) TC - From 764 PLF of 0.00 to 764 PLF at 8.67 BC - From 20 PLF of 0.00 to 20 PLF of 8.67 110 MPH WIND, 1B.00 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. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. V2X3 Rv-33971 U-31490 V-4- JIG = 8'8"15 = FG1 TYP.-WRVE_TPI95 L 10331 LENNRRD ROAD T. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E-MAIL sltruss®msn.com THIS DWG BY THE ALPINE JOB DESIGNER PROGRAM FRDM TRL MFR'S LAYOUT 2 Complete Trusses Required NAILING SCHEDULE: (0.13lx3.0_9_noils) TOP CHORD: 1 ROW 9 4" o.c. BOT CHORD: 1 ROW 0 12" o.c. WEBS : 1 ROW 0 4" o.c. USE EOURL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LORDING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED BY TRUSS FABRICATOR**■ DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. V3X4 V2X4 V3X4 V6X8 I V2 N 1 8.8^ VSX6 V3X8 VSX6 V2X3 Rv-3397# U-3149# W-4- RIGHT JIG = 8'8"15 SEO = 145791 TPI(STD) OTY= 4 PLIES= 2 TOTAL= 8 REV. 19.5a SCALE=0.8865 N ■■ U U N N HANDLING, SHIPPING, BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) , PUBLISHED BY TPI (TRUSS JOHN CLRRK WEBER TC LL 20.0 PsF REF DATE 09-07-2001. E INSTITUTE. 583 O'ONOFRIO DR.: SUITE 200, MADISON WI. 53719) FOR SAFETY PRACTICES R TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE fNOICRTEO , TOP CHORD SHALL HAVE ERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID ING. •• IMPORTANT •• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. NE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIRTION FROM THIS GN: ANY FAILURE TO BUILD THE.TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, LING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE ISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND R ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM R653 GR40 GALV. STEEL STATE OF FLORIDA REGISTERED ENGINEER P.E. #17 45 5 TC. DL BC DL BC- L L TOT.LO. 7.0 1 0'. 0.0 37.0 O PSF PSF PSF PSF DESIGNED BY: J 0 H N L R I 0/R LEN. 9 F AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON D U R.F R C. 1.25 )ESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SEAL ON THIS DRAWING INDICATE FRNCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT 1033L LENNRRD ROAD 4 SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING PT. ST. LUCIE FL 34952 SPAC ING see above TYPE F I a t RESPONSIBILITY OF THE BUILDING DESIGNER PER RNSI/TPI 1-1995 SECTION 2. Job:(13647-16) RICH PROP. SAVANNA CLUB - 16 UNIT / FT 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.O0 TOTAL LORD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. DEFT JIG FT35'1"8 PLT. TYP.-WRVE_TPI95 ST. LUCIE TRUSS CORP 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX 15611 335-3209 E-MAIL sliruss®msn.com Wsxs THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 110 MPH WIND, 30.56 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL - S.0 PSF, WIND BC DL = S.O.PSF. CRLCULATED HORIZONTAL DEFLECTIONS OF 1246724.50" (TL) AND 1019584.00" (LL) EXCEEO TPI LIMITS OF 1.25" DUE TO TOTAL LOAD AND 0.75" DUE TO LIVE LORD. BUILDING DESIGNER MUST DETERMINE THAT THIS MOVEMENT IS ACCEPTABLE. (A) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. WARNING: FURNISH R COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. 10, ee"4 Io' 12'4- 10' 32'4' TPI (STD) NO BRACING. REFER TO HIB-91 (HANDLING I LATE INSTITUTE. 583 D'ONOFRIO OR.: SUIT RIOR TO PERFORMING THESE FUNCTIONS. UNL ROPERLY ATTACHED STRUCTURAL PANELS AND B EILING. *•IMPORTRNT■• FURNISH R COPY OF LPINE ENGINEERED PRODUCTS, INC. SHALL NO ESIGN: ANY FAILURE TO BUILD THE TRUSSES RNOLING, SHIPPING, INSTALLING AND BRRCIN ROVISIONS OF NOS (NATIONAL DESIGN SPECIF APER ASSOCIATION] AND TPI. ALPINE CONNE XCEPT AS NOTED. APPLY CONNECTORS TO EAC HIS DESIGN POSITION CONNECTORS PER DRAW CCEPTRNCE bF PROFESSIONAL ENGINEERING RE ESIGN SHOWN. THE SUITABILITY AND USE OF S THE RESPONSIBILITY OF THE BUILDING DES ME OTY= 2 TOTRL= 2 V FABRICATING,HANDLING, SH PING, INSTRLLIN 3TRLLING AND BRACING), PUBLISHED BY TPI (TRU 200, MADISON WI. 537191 FOR SAFETY PRRCTIC SS OTHERWISE INOICRTEO , TOP CHORD SHALL HAY TTOM CHORD SHALL HAVE R PROPERLY ATTACHED RI THIS DESIGN TO THE INSTALLATION CONTRACTOR. BE RESPONSIBLE FOR ANY.OEVIATION FROM THIS N CONFORMANCE WITH TPI: OR FABRICATING, OF TRUSSES DESIGN CONFORMS WITH APPLICABL CATION PUBLISHED BY THE AMERICAN FOREST AND TORS ARE MADE OF 2OGR'ASTM R653 GR4O GALV. 5 FACE OF TRUSS AND, UNLESS OTHERWISE LOCATE[ NGS IGO A-Z. THE SEAL ON THIS DRAWING INDIC PONSIBILITY SOLELY FOR TRUSS COMPONENT THIS COMPONENT FOR ANY PARTICULAR BUILDING R-73PIF W-32'4' RIGHT JIG = 35'1"8 . SEO = 23400 REV. 19.5o SCRLE=0.2228 JOHN CLRRK WEBER STATE OF FLORIDA REGISTERED ENGINEER P.E. t#17455 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 TC LL 20.0 PSF TC DL 7.0 PSF BC. DL 10.0 PSF BC LL. 0.0 PSF TOT.LD. 37.0 PSF REF DRTE 09 -07 -2001 DESIGNED BY: JOHN LRI O/R LEN. 320400 OUR. FAC . 1.25 SPACING' 24.0" TYPE gabi Job:LIJb4/-1bJ K1CH HHUH. SHVHNNH CLUB - 16 UNIT / FIZ TOP CHORD 2x6 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 :W1, W9 2xB SP SS: :W2 2x4 SP #2: SPECIAL LORDS ------(LUMBER DUR.FRC.-1.25 / PLATE DUR.FRC.-1.25) TC From 54 PLF at 0.00 to 54 PLF of 14.00 BC From 20 PLF of 0.00 to 20 PLF at 14.00 TC 435 LB Conc. Load at 1.90 TC 2056 LB Conc. Load at 3.90, 5.90, 7.90, 9.90 TC -1020 LB Conc. Load at 11.90 END VERTICALS NOT EXPOSED TO WIND PRESSURE. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LHYUUI 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g noils) TOP CHORD: 2 ROWS 0 6" a.c. (EACH ROW) BOT CHORD: 1 ROW 0 5" o.c. WEBS : 1 ROW 0 4" o.c. USE EOURL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. *■*LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED BY TRUSS FRBRICRTOR*** 110 MPH WIND, 20.B3 FT MEAN HGT, SBC, ENCLOSED BLDG; NOT LOCATED WITHIN 8.50 FT, FROM ROOF EDGE. WINO"TC DL = 5.0 PSF, WIND "BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. THE TC OF THIS TRUSS SHALL BE BRRCED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. 435# 205g# 20519 2051# 205gn -102P# 1'10'12 6 2' 2' 2' 2' 2' 2' 1-4 VSYR uuvm YiYR VYYY lGI Yq.R FM V2 I LL T Li 14 WSX6 W4X8 14' WSXG 1•ln-v - - -153�0 -153�# -15310 2481 W3X4 RY-49140 U-48040 W-4- W2.5x4 RY-3760# U-3677# W-4- LEFT JIG = 14'6"12 RIGHT JIG = 14'6"12 DESC. = FT2 SEO = 23432 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 1 PLIES= 2 TOTAL= 2 REV. 19.5a SCALE=0.5488 ST. LUCIE TRUSS CORP A-N-V N N ■• U U M N H N LSHIPPING,LL N RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TANS PLATE INSTITUTE. 583 O'ONOFRIO OR.: SUITE 200 MADISON WI. 53h9) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE JOHN CLRRK WEBER TC LL 20.0 PSF TC DL 7.0 PSF REF DATE 09-07-2001 PROPERLY ATTACHED STRUCTURRL PANELS RND 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 DEVIRTION FROM THIS STATE OF FLORIDA REGISTERED ENGINEER BC -DL 10.0 PSF - DESIGNED B Y: ' DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPPLICRBLE BC- L L ' 0 . 0 P S F J 0 H N L R I 10ST. LENNARD ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3209 FAX (5611 335-3209 E-MAIL sltruss®msn.com PAPERSIONS OF NOS ASSOCIATIONI IANDIOPI. DESIGN OFF 20GRTHE ALPINESPECIFICATION CONNECTORS AREPUBLISHED ASTMER653NGRgOEST GRLVNDSTEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER ORRWINGS 160 A-Z. THE SEAL ON THIS DRRWING INDICATES 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 DESIGNER PER ANSI/TPI 1-1995 SECTION 2. P.E. 417455 10331 LENNARD ROAD PT. ST. LUCIE FL 34952 TOT.LD. 37.0 PSF O/A LEN. 140400 OUR. F A C. 1.25 SPACING See above TYPE comn Job:(13647-16) RICH PROP. SAVANNA CLUB - 16 UNIT / FT3 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. m 0 b 2X41 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM T 110 MPH WIND, 22.19 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATEI 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 REQUIREMENTS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 25.2- --1.4• 14 25 2- 14' ll'2- 25'2- LEFT RAKE = 1'5"5 LEFT JIG = 27'5"2 DESC. = FT3 PLT. TYP.-WAVE_TPI95 ST. LUCIE TRUSS CORP 10331 LENNRRO ROAD — 'T. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E_-MAIL sltruss®msn.com TPI (STD) OTY= 2 TOTAL= 2 RRNING•■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING BRRCING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS TE INSTITUTE. 593 D'ONOFRIO OR.: SUITE 200, MADISON, WI. 53h 9) FOR SAFETY PRACTICES OR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICRTEO , TOP CHORD SHALL HAVE PERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID LING.-•IMPORTRNT-• 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, DLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE VISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND ER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM R653 GR40 GRLV. STEE EPT'AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND y UNLESS OTHERWISE LOCATED ON S DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SERL ON THIS DRAWING INDICATE EPTRNCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT IGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING R-77PIP W-25'2- MFR'S LAYOUT WHERE IN ROOF, RIGHT JIG = 26'7"6 SEO = 23380 REV. '19.5o SCALE=0.2899 JOHN CLARK WEBER TC LL 20.0 PSF REF DATE 09-07-2 TC DL 7.0 PSF STATE OF FLORIDA REGISTERED ENGINEER BC DL 10.0 PSF DESIGNED BY BC LL 0.0 PSF JOHN-LAI O/R'LEN. 250200 P.E. #17455 TOT.LD. 3 7.0 PSF 10331 LENNRRO ROAD PT. ST. LUCIE FL 34952 DUR . FAC . 1.25 SPACING 24.0" TYPF Qab 1 Job:(13647-16) RICH PROP. SAVANNA CLUB - 16 UNIT / HJ7 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :Lt Nailer SP Ripped: SUB-FRSCIR BERM ASSUMPTIONS: 4-4-11 SUB-FRSCIR BERM ON THE 0-0-8 CANTILEVER SIDE. 4-4-11 SUB-FRSCIR BERM ON THE 0-0-8 CANTILEVER SIDE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. THIS DWG. PREPARED BY THE RLPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 110 MPH WIND, 18.41 FT MERN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL - 5.0 PSF. THE FOLLOWING TRUSSES NEED CONCENTRATED LORDS RT THE END OF THEIR OVERHANGS: 3-0-0 SPAN/SETBRCK MEMBER ON THE 0-0-8 CANT SIDE REOUIRES 24 LBS AND THE 3-0-0 SPRN/SETBRCK MEMBER ON THE 0-0-8 CANT SIDE REQUIRES 24 LBS. HIPJRCK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. l I'8'42199 U-4L40 NAILED W2.5X4 W2X4 N N in 3.54 p in m V2X4 IRI) T3 V2X3 N 1 _ 9.10'1 1'IO l0 Rv-3901 U-59LO W-10-9 9'f0'1 Rv-330d U-357t1 NAILED LEFT RAKE = 1 ' 11 "9 LEFT JIG = IO'4"9 RIGHT JIG = 11'9-11 SEO = 23388 PLT. TYP.-WAVE_TPI95 TPI(STO) OTY= 4 TOTAL= 4 REV. 19.5a SCALE=0.6554 ST. LUCIE TRUSS CORP R--N N ■-U U M N N HANDLING, H NINSTALLING RND BRACING. REFER TO HIB-9I (HANDLING INSTALLING AND BRACING) UBLISHED BY TPI (TRUSS JOHN CLRRK WEBER TC LL 20. PSF REF PLATE INSTITUTE. 583 0.ONOFRIO OR.: SUITE 200 MADISON, WI. 531/19) FOR SAFETY PRACTICES HAVE TC ❑L 7.0 PSF DATE 09-07-2001 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID STATE OF FLORIDA 10.0 BY: CEILING. e-IMPORTRNT+■ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. REGISTERED ENGINEER BC -DL PSF DESIGNED ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, BC- L L 0.0 PSF J 0 HN L A I 10331 LENNRRD RORD HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND -ARE GR40 GALV. STEEL p,E. #174 5 5 TOT.LD. 37.0 PSF O/R LEN. 91013 PT. ST. LUCIE FL 34952 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS MADE OF 20GA ASTM B653 PHONE (561) 335-3207 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS CONNECTORS PER THE SEAL ON THIS DRAWING INDICATES 1.25 (561) FRX (561) 335-3209 DESIGN POSITION ❑RAVINGS IGO R-Z. bF FOR TRUSS COMPONENT D U R.F R C. E-MAIL s®ms3209 ACCEPTRNCE PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 10331 LENNARD ROAD PT. ST. LUCIE FL 34952 SPACING See above TYPE h I _ jock IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. JOO; L1Jb`F/ -lbJ tt1Lh f NUf . bHVHNNH LLUtf - lb UNI I / LJ/ THIS OWG. PREPHREO BY THE HLPiNE JUb UESIGNEH PKUUHMM t-HUM IKU55 nrrt 5 LnrUUi TOP CHORD 2x4 SP #2 110 MPH WIND, 18.41 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 4.5 BOT CHORD 2x4 SP #2 FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. :Lt Nailer SP Ripped: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. W2X4(A I) I N V2X3 I 7. Rv-360# U-261# W-13- Rv-164# U-167# NAILED Rv-73# U-1809 .NAILED LEFT RAKE = 1'5"5 LEFT JIG = '7'9"1 RIGHT JIG = 8'5"6 DESC. = EJ7 SEO = 23363 PLT.. TYP.-WAVE_TPI95 TPI(STD) OTY= 16 TOTAL= 16 REV. 19.5o SCALE=0.9219 ST. LUCIE TRUSS CORP ** WHRNING*;—IKUbbtb KtUUXTREMEN FABRICATING,HANDLING, SH N N LL N AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) , 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.PRRCTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICRTED , TOP CHORD SHALL HAVE' TC DL 7 - PSF DATE 09 -07 -2001 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID STATE OF FLORIDA CEILING. •IMPORTANT■• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. REGISTERED ENGINEER BC O L 10.0 PSF DESIGNED B Y : ALPINE ENGINEERED PRODUCTS, NC. SHALL NOT BE RESPONSIALE FOR ANY DEVIATION FROM THIS DESIGN: 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 - B C- L L, P S F 10331 LENNRRD ROAD PROVISIONS OF -NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND P.E. #174 5 5 37.0 7 PT. ST. LUCIE FL 34952 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM A653 GR40 GALV. STEEL TOT.LD. PSF O/R LEN. 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 sltruss®msn.com ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT 10331 LENNRRD ROAD DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE PT. ST. LUCIE FL 34952 SPACING 24. 0 ITYPE e jock RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. (IJb4/-lb) HIUH FHUF' BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :Lt Noiler SP Ripped: W2%4(Ro W2X3 VHNNH CLUB - lb UNI I / EJ/1 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LHYUUI 110 MPH WIND, 18.41 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 F 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. SHIM ALL SUPPORTS TO SOLID BEARING. 1 4" 4'1" 2*11" Rv-3584 U-257# W-8- Rv-174# U-1800 NAILED Rv-64# U-1800 NAILED . LEFT RAKE = 1'5"5 LEFT JIG = 7'9'1 RIGHT JIG = 5'6"6 DESC. = EJ71 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 20 TOTAL= 20 REV. 19.5c SEO SCALE = 23378 =0.9219 ST. LUCIE TRUSS CORP *iW N N -; U U M N N HANDLING, H NINSTALLING2O AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) , PUBLISHED BY TPI (TRUSS JOHN CLRRK WEBER TC LL . O PSF R EF PLATE INSTITUTE. 583 O'ONDFRIO DR.: SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICRTED , TOP CHORD SHALL HAVE TC OL 7.0 PSF DATE 09 -07 -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, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS STATE OF FLORIOR REGISTERED ENGINEER BC 'D L 10.0 PSF - DESIGNED B Y : 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 -P S F J O H N L R I 10331 LENNRRO,RORD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E-MAIL sltruss®msn.00m PROVISIONS'OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND (N PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM A653 GR40 GALV. STEEL 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 INDICATE ACCEPTANCE ❑F 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. 417455 10331 LENNARO ROAD PT.. ST. LUCIE FL 34952 TOT. L❑. ' 3 7 - PSF O / A L E N . 7 D U R. F R C., 1.25 SPACING 24.0- TYPE e jock lob: (13647-16) RICH PROP. SRV TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :Lt Nciler SP Ripped: LEFT RAKE = 1'5"5 LEFT JIG = 5'7"1 DESC. = CJ5 PLT. TYP.-WRVE_TPI95 ST. LUCIE TRUSS CORP It 10331' LENNRRD ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FRX (561) 335-3209 E-MRIL.sltruss®msn.com - 16 UNIT / CJ5 Rv-2914 U-2240 W-8- THIS DWG. PREPRRED BY THE ALPINE JOB DESIGNER PROGRAM FROM 110 MPH WINO, 17.99 FT MEAN HGTSBC, ENCLOSED BLOG, NOT LC FROM ROOF EDGE. WIND TC DL = 5.6 PSF, WIND BC DL - 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00.TOTAL LORD. Rv-1090 U-1800 NAILED Rv-480 U-180# NRILEO FR'S LAYOUT WITHIN 4.51 RIGHT JIG = 6'S"G SEO = 23384 TPI(STD) OTY= 8 TOTAL= 8 REV. 19.5a SCALE=1.2130 N N ■+ U U X N N HANDLING SHIPPING, BRRCING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS JOHN CLRRK WEBER TC LL 20 . 0 PSF REF TE INSTITUTE. 583 O'ONOFRIO DR.: SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES DR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE TC DL 7 - O PSF DATE 09 -07 -2001 PERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID STATE OF FLORIDA LING. ++IMPORTANT++ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. REGISTERED ENGINEER BC-DL 1 0 - O PSF DESIGNED BY: 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, J 0 H N L R I OLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WTH APPLICABLE BC- L L - O . 0 PSF VISIONS OF NOS (NATIONAL DESIGN SPECIFICRTION PUBLISHED BY THE AMERICAN FOREST AND P.E. #174 5 5 5 ER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM 8653 GR40 GALV. STEEL TOT.LD. 37.0 PSF 0/R LEN. EPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATEO ON S DESIGN POSITION CONNECTORS PER DRAWINGS IGO R-Z. THE SERL ON THIS ORRWING INDICATE D U R:F R C. 1.25 EPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT 10331 LENNRRD ROAD IGN SHOWN. THE SUITRBILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING PT. ST. LUCIE FL 34952 S P A C I N G 2 4 .0 " Q c k TUC OCCQnAiC — T— — TUC o,i11 n .11 n—T-1 o DCD M.CT/TGT I-IOQC cCrTtnN TYPE .I Job: LlJb4/-1bJ HIUH HHUH. SHVHNNH C;LUb - lb UN11 / CJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 110 MPH WIND, 17.57 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, BOT CHORD 2x4 SP #2 WIND TC DL.- 5.0 PSF, WIND BC OL = 5.0 PSF. :Lt Nailer SP Ripped: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. m Rv-2290 U-1950 W-8- Rv-480 U-190D NAILED Rv-2311 U-I804 NAILED LEFT RAKE = 1'5"5 LEFT DESC. PLT. JIG = 3'5"3 = CJ3 TYP.-WAVE_TPI95 TPI(STD) OTY= 8 TOTAL= 8 REV. 19.5o RIGHT JIG = 4'5"6 SEO = 233B2 SCALE=1.7729 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 •*WR N N *• U U X M N N HANDLING, N N H INSTALLING RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 D'ONOFRIO OR.: SUITE 200 MADISON, WI. 53�19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERVISE INDICATED , TOP CHORD -SHRLL 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. RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING,J HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NRTIONRL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND PAPER ASSOCIATION) RNO 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 A-Z. THE BERL ON THIS DRRWING INDICATES 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. JOHN CLARK WEBER STRTE-OF FLORIDA REGISTERED ENGINEER P.E. f#174 5 5 103ST LENNRRD ROAD PT. ST. LUCIE FL 34952 TC LL TC DL BC DL BC- L L TOT. LD. 20. 7.0 10.0 0 . 3 7 . 0 PSF PSF -PSF O PSF' O P S F REF DATE 09 -07 -2001 DESIGNED BY: O H N L R I 0 / R L E N. 3 OUR. F R c. 1.25 SPACING 24.0" TYPE jack Job: (13647-16) RIC TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :Lt Noiler• SP Ripped: 'o W 3 N CLUB - 16 UNIT / CJ1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM 110 MPH WIND, 17.16 FT MEAN HGT, !BC, 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. Xb 12 5C7 6 U-2660 W-6' ♦lip lll"116tQN NRLl16D MFR'S LAY LEFT RAKE = 1*5"5 RIGHT JIG = 2'S"7 LEFT JIG 3"10 SEO.= 23386 CJ1 DESCPLT. TYP.-WRVE_TPI95 TPI(STD) OTY= 8 TOTAL= 8 REV. 19.5o SCALE=2.9402 ST. LUCIE TRUSS CORP •i4 N N a' U U X N N HANDLING, H N LL N RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) , UBLISHED BY TPI [TRUSS JOHN CLRRK WEBER TC LL 20O PSF REF. DATE 09-07-2001 PLATE INSTITUTE. 583 O'ONOFRIO OR.: SUITE 200 MADISON W1. 537191 FOR SAFETY PRRCTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 1NOICRTEO , TOP CHORD SHALL HAVE TC DL 7.0 PSF DESIGNED BY: PROPERLY ATTACHED STRUCTURAL PANELS RND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. •■ IMPORTANT +. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. STATE OF FLORIDA REGISTERED ENGINEER BC O L 10.0 PSF 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, BC. L L 0.0 PSF J 0 HN L R I 331 LENNARD ROAD fE�MAIL HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND P.E.#174 5 5 . TOT.LD. 37.0 PSF O/R LEN. 1 ST. LUCIE FL 34952 ONE C561) 335 3207 PAPER ASSOCIATION). AND TPI. ALPINE CONNECTORS ARE MROE OF 20GA RSTM P653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY -CONNECTORS TO EACH FRCE OF TRUSS AND UNLESS OTHERWISE LOCATED ON REAL INDICATE 1.25 X (561) 335 3209 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE ON THIS DRAWING ACCEPTANCE OF.PROFESSIONRL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT 10331 LENNARO ROAD O U R.F R C. " k sItruss®rmsn.com DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING PT. ST. LUCIE FL 34952 SPACING 24. 0 TYPE a c IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. Job: (13647-16) RICH PROP. SAVANNA CLUB - 16 UNIT / V4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PRUGHHM FRUn IHUaa Mrrc 5 LMrUUl TOP CHORD 2x4 SP #2 110 MPH WIND, 19.20 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 4.5 BOT CHORD 2x4 SP #2 FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC DL = 5.0 PSF. SEE DWG VRLTRUSS0699 FOR VALLEY DETAILS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 181 LEFT JIG V42'2" RIGHT JIG = 2'2" SEO = 23293 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 8 TOTAL= B REV. 19.So SCALE=1.9207 ST. LUCIE TRUSS CORP ••� N N •■ U U X M N N H N L N SHIPPING, RND BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS JOHN CLARK WEBER TC LL 20.0 PSF REF DATE 09 -07 -2001 - 10331 LENNARO ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX C561) 335-3209 E-MAIL sltrUss®msn.com PLATE INSTITUTE. 583 D'ONOFRIO DR.: SUITE 200, MADISON WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE❑ , 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. 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 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 GALV. STEEL PLRCFAND LSEO THISDESIGN, POSITION CONNECTORS PER DRAWINGS 160R-Z. THE BERLONTHIS DRAWING INDICATES RCCEPTRNCE 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. STATE OF FLORIDA REGISTERED ENGINEER P.E. 417455 - 10331 LENNRRD RORD PT. ST. LUCIE FL 34952 TC DL 7.0 PSF BC DL 10.0 PSF B C-.L L 0.0 PSF • TOT. 7 . O L.D.D. PSF DESIGNED BY: J 0 H N L R I 0 / A L E N. y OUR. F A C. 1.25 SPACING 2 4 .0 .. TYPE v o ob: LlJb4/-lbJ H1CH FKUH. SHVHNNH CLUB - lb UN11 / Vd THIS UWG. NHEHHHtU dY IHt HLF'1Nt JUd UtbiUNtK rKLIUHHrl rHUri inuaa rirn a �—uu, TOP CHORD 2x4 SP #2 110 MPH WIND, 18.78 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, BOT CHORD 2x4 SP #2 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 DETAILS. a (DU W2%3. R-74pir W-8' 17'9"1 LEFT JIG = 4'4" DESC. = V8 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 8 TOTAL= 8 REV. 19.50 RIGHT JIG = 4'4" SEO = 23295 SCALE=0.9604 ST. LUCIE TRUSS CORP "W N N +• U U M N N HANDLING, SHIPPING. N LL N AN0 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) , PUBLISHED BY TPI (TRUSS JOHN CLARK WEBER. TC LL 20.0 PSF REF DATE 09-07-2001 PLATE INSTITUTE. 583 O'ONOFRIO OR.: SUITE 200, MADSONI WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESI S OTHERWSE INOICRTEO , TOP CHORD SHALL HAVE TC pL 7.0 PSF PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGI❑ CEILING. •■IMPORTRNT•■ FURNISH R COPY OF THIS DESIGN TO.THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS STATE OF FLORIDA REGISTERED ENGINEER B C O L I O.O PSF DESIGNED B Y 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335 3207 FAX C561) 335-3207 E-MRIL 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 GRLV. STEELTOT.LD. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATEO 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 RNSI/TPI 1-1995 SECTION 2. P.E. #174 5 5 10331 LENNRRD RORD PT. ST. LUCIE FL 34952 BC L L 0.0 37.0 PSF PSF J 0 H N L A I O/A LEN. 8 1.25 ❑ U R.F R C ." SPACING 2 4 .0 " 1 TYPE V Cl� Job:(13647-16) RICH PROP. SAVANNA TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4. SP #3 SEE DWG.VALTRUSS0699 FOR VALLEY DETAILS. 12 - 16 UNIT / P B1 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM THUSS MhH-5 LHTUUi 110 MPH WIND, 17.40 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCRTED RNYWHERE IN ROOF, WIND TC DL = S.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.DO LIVE AND L/240.00 TOTAL LORD. W2%3 " is' W5X6 W2X3 1 0 1 �16'10" R-74plF W-18' LEFT JIG = 2'2*' DESC. = PB1 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 2 TOTAL- 2 REV. 19.5❑ RIGHT 'JIG = 2'2" SEO = 23289 SCALE=0.4268 ST . LUC I E TRUSS CORD •+V N N +� U U EXTREME N N H N L N H NINSTALLING RND BRRCING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR.: SUITE 200, MADISON WI. 53h 91 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. SHREL 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 JOHN CLARK WEBER STATE OF FLORIDA REGISTERED ENGINEER TC LL TC DL BC -DL BC L L 20. 7. 10.0 0.0 0 0 PSF PSF PSF PSF REF DATE 09 -07 -2001 DESIGNED BY: J 0 H N L R I O/A LEN. 18 " 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E-MAIL sltruss®msn.com PROVISIONS OF NOS (NATIONRL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST RND PAPER RSSOCIRTION) AND TPI. ALPINE CONNECTORS ARE MROE OF 200A RSTM B653 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 R-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 S 5 10331 LENNRRO ROAD PT. ST. LUCIE FL 34952 TOT.LD. 37.0 PSF OUR. FR C . 1.25 SPACING 2 4 . 0 - TYPE V n 1 Job- Lldb4/-IbJ KLLH F'HUt . SHVHNNH LLUb - lb UNIT / Fb) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 1 m W2X4 (00 THIS DWG. PREPRRED BY THE HLPINE JUB UEb1UNEH HHUVHHM I-HUn iKubb rit-N b LHTuui 110 MPH WIND, 17.81 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCRTED WITHIN 8.5 FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE RND L/240.00 TOTRL LORD. 4' l4' IB' 4' ' Io' 4. LB' R-74pir W-181. LEFT JIG = 4'4" RIGHT JIG = 4'4" DESC. = PB2 SEC = 145615 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 2 TOTAL= 2 REV. 19.5o SCALE =0.4268 ST. LUCIE TRUSS CORP **W N N +■ U U % M N N H N L N HINSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING FIND BRACING) , PUBLISHED BY TPI (TRUSS JOHN CLRRK WEBER TC LL 20.0 PSF REF PLATE INSTITUTE. 583 D'ONOFRIO DR.: SUITE 20D 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 CEILING. ••IMPORTANT•■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHRL'L NOT BE RESPONSIBLE FOR ANY DEVIATION 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 P S F J O H N L A I 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E-MAIL sliruss®msn.com PROVISIONS OF NOS (NRTIONRL DESIGN SPECIFICRTION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR 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 A-Z. THE SEAL ON THIS DRAWING INDICATES25 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 L-1995 SECTION 2. P.E. #17 45 5 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 TOT. LO. 37 • O PSF 0/R LEN. 18 " OUR. FA C . 1 • - SPACING 24. O T Y P E v n Job: (13647-16) RICH PROP. SAVANNA CLUB - 16 UNIT / P03 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PRUGRRM FHUM MUSS Mt-H.S LHTUUi TOP CHORD 2x4 SP #2 110 MPH WIND, 18.23 FT MEAN HGTSBC, ENCLOSED BLDG, NOT LOCRTED WITHIN 8.50 BOT CHORD 2x4 SP #2 FROM ROOF EDGE. WIND TC DL - 5.6 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. SEE DUG VRLTRUSS0699 FOR VRLLEY DETAILS. s• N V2X4 101) 19• W4X4 R-74ptr W-18' LEFT DESC. PLT. JIG = 6'6" = PB3 TYP.-WAVE_TPI95 TPI(STD) OTY= 2 TOTRL= 2 REV. 19.5o RIGHT JIG = 6'4"6 SEO = 23282 SCALE=0.4268 ST. LUCIE TRUSS. CORP ++V N N ++ U U X M N N H N L H NINSTALLING AN0 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIII OR.: SUITE 200 MADISON WI. W19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE ENOICRTEO , TOP CHORD SHALL HAVE JOHN CLARK WEBER TC LL TC DL 20. 7.0 0 PSF PSF REF DATE 09 -07 -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, INC. SHRCL 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 CONFORMRNCE WITH TPI: OR FRBRICRTING, HANDLING, SHIPPING, INSTRLLING AND BRACING OF TRUSSES. DESIGN CONFORMS WTH RPPLICRBLE . BC L L 0 • 0 PSF J 0 H N L R I 10331 PT. ST. PHONE FAX E MAIL LENNARO ROAD LUCIE FL 34952 (561) 335-3207 (5611 335-3209 sltruss9msn.com PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM A653 GR40 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO ERCH'FRCE OF TRUSS AND, UNLESS ❑THERWISE LOCRTEO ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRRWING INDICRTE ACCEPTANCE OF PROFESSIONRL 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. #17 4 5 5 10331 LENNARO ROAD PT. ST. LUCIE FL 34952 TOT.LD. + 37.0 PSF 0/R LEN. 18 OUR. FR C. 1.25 S P R C I N G 2 4 .0 " TYPE V a Job: (13647-16) RICH PROP. SAVANNA CLUB - 16 UNIT / PB4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FRUM IHUSS MFH-5 LHYUUI TOP CHORD 2x4 SP #2 110 MPH WIND, 18.65 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 BOT CHORD 2x4 SP #2 FROM ROOF EDGE. WIND TC OL = 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 VALTRUSS0699 FOR VRLLEY.DETRILS. e 1o• 1e e 2' e' R-74p)f W-18'- LEFT JIG = 8'8" RIGHT JIG = 3'9"12 OESC. = PB4 SEO = 23284 PLT. TYP.-WAVE_TPI95 TPICSTDI OTY= 2 TOTRL= 2 REV. 19.5o SCALE=0.4268 ST. LUCIE TRUSS CORP ■NOW N N -- U U M N N HANDLING, N LL N RND BRRCING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) , PUBLISHED BY TPI [TRUSS JOHN CLARK WEBER TC LL 20. 0 PSF REF PLATE INSTITUTE. 583 D'ONDFRIO DR.: SUITE 200, MADISON, WI. 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICRTED , 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 STATE OF FLORIDA CEILING. --IMPORTANT-- FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. REGISTERED ENGINEER BC L 10.0 PSF DESIGNED B Y : RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS .D _ DESGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, 0.0 J 0 H N L R I HANDLING, SHIPPING, INSTALLING AND BRRCING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE B C L L PSF 10331 LENNRRO ROAD PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND P.E. #17 45 5 37 18 PT. ST. LUCIE FL 34952 PAPER ASSOCIATION) FIND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM 8653 CR40 GRLV. STEEL TOT.LD. • PSF O/R LEN. PHONE (561) 335-3207 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RND UNLESS OTHERWISE LOCATED ON SEAL FAX (561) 335-3209 THIS ❑ESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE ON THIS DRAWING INDICATE OF D U R.F R C. I .25 E-MAIL sltruss®msn.com ACCEPTANCE PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT LENNRRD LORD DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PRRTICULRR BUILDING T. ST PT. ST. LUCIE FL 34952 SPACING 24.0" TYPE VCl IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. Job : L l Jb4/ - l b) H I UH HHUH . SHVHNNH CLUB - 16 UN I I / Hbb THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM [RUSS Mt H's TOP CHORD 2x4 SP #2 110 MPH WIND, 18.85 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITF 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.OWG VRLTRUSS0699 FOR VALLEY DETAILS. 9 W5%6 - 1B' R-74pIF W-19' FT LEFT JIG = 9'9" RIGHT JIG = 3'9" DESC. = P65 SEO = 23280 PLT. TYP.-WRVE_TPI95 TPI(STO) OTY= 8 TOTRL= 8 REV. 19.5a SCALE =0.4268 ST . LUCIE TRUSS CORP ■rV N N rr U X N N HANDLING SHIPPING RNO BRRCING. REFER TO HIB-91 (HANDLING INSTALLING RNO BRACING), PUBLISHED BY TPI (TRUSS JOFiN CLARK. WEBER TC LL 20.0 PSF REF PLATE INSTITUTE. 5B3 D'ONOFRIO DR.: SUITE 200, MADISON WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE. INDICRTED , TOP CHORD SHALL HAVE TC DL 7 . O PSF DATE 09 -07 -2001 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. rrIMPORTANT— FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIRTION FROM THIS STATE OF FLORIOR REGISTERED ENGINEER BC DL 10.0 PSF DESIGNED BY: DESGN: RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICRTING, HANDLING, SHIPPING, INSTALLING RNO BRRCING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC L L 0.0 P S F J 0 H N L R I 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX [561) 335.-3209 E-MAIL sltruss®msn.com 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 ORRWINGS 160 R-Z. THE SEAL ON THIS DRAWING INOICRTES 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 RNSI/TPI 1-1995 SECTION 2. P.E. 417455 10331 LENNRRO RORO PT. ST. LUCIE FL 34952 TOT.LD. 37.0 PSF O/R LEN. 18 OUR. F R C . 1.25 _ SPACING 2 4 . 0 " TYPE V a 1 Job:(13647-16) RICH PROP. SAVANNA CLUB - 16 UNIT / PB6 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ALL PLATES RRE W2X3 EXCEPT AS NOTED. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. W2x4(o1) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRRM FROM TRUSS MFR-5 LHYUUI 110 MPH WIND, IBM FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED RNYWHERE IN ROOF, WIND TC OL = 5.0 PSF,.WINO.BC DL 5.0 PSF. RIGHT END VERTICRL NOT EXPOSED TO WIND PRESSURE. SEE DWGS S11030ENOG99 & GBLLETIN0699 FOR MORE REOUIREMENTS. SEE DWG VRLTRUSS0699 FOR VRLLEY DETRILS. W-8'10'B LEFT JIG 7.6 RIGHT JIG = 8'2"3 PB6 SEO = 23278 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 64 TOTAL= 64 REV. 19.5o SCALE=0.8657 ST. LUCIE TRUSS CORP ■.V N N-■ U U N N HANDLING, SHIPPING N LL N BY JOHN CLARK WEBER TC LL 20.0 PSF REF RND BRRCING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO OR.: SUITE 200, MADISON WI. 537191 FOR SAFETY PRACTICES INDICATED SHALL HAVE TC DL 7.0 PSF DATE 09 -07 -2001 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE , TOP CHORD R PROPERLY ATTACHED RIGID PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE CEILING. ••IMPORTANT;■ FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRACTOR. STATE OF FLORIDA 10.0 PSF DESIGNED BY: ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS REGISTERED ENGINEER BC D L . DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, BC L L ' 0.0 PSF J 0 H N L R I 10331 LENNARO RORO HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND STEEL P.E. #17 45 5 TOT.LD. 37.0 PSF 0/R LEN. 81008 PT. ST. LUCIE FL 34952 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MROE OF 20GA ASTM A653 GR40 GALV. PHONE (561) 335-3207 - 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 SERL ON THIS DRAWING INDICATE . 1.25 3 FRX (561) 335 3209 OUR. FR C. ms3209 E-MAIL sl61) ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR'TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 SPACING 2 4 .0 " TYPE VC) IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. Job:(13647-16) RICH PROP. SAVANNA CLUB - 16 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 AND L/240.00 TOTAL LORD. W2X4 (0 U LEFT JIG = 9'8"3 PLT. TYP.PWRVE_TPI95 ST. LUCIE TRUSS CORP o; 10331 LENNRRD ROAD PT. ST. LUCIE FL 34EI52 PHONE (561) 335-3207 FAX (5611 335-3209 �E-MRIL sltruss®msn.com THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PHUUHHn rHun i 110 MPH WIND, 18.54 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATE WIND TC DL = 5.0 PSF, WIND BC DL 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. SEE DWGS S11030EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS: SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. TPI (STD) OTY= 2 TOTAL= 2 N N -■ U U M N N H N L N SHIPPING INSTALLING BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS E INSTITUTE. 583 D'ONDFRIO DR.: SUITE 200 MAD ISON WI. 53719) FOR SRFETY PRACTICES R TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE fNDICAT,ED , TOP CHORD SHALL HAVE ERLY ATTACHED STRUCTURAL PRNELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID ING.■IMPORTRNT■■ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. NE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS GN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, !LING, SHIPPING, INSTALLING AND BRACNG OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE 'ISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND :R ASSOCIATION] AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM A653 GR40 GRLV. STEE PT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON I DESIGN, POSITION CONNECTORS PER ORRWINGS IGO R-Z. THE SERL ON THIS DRAWING INDICATE :PTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT GN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING W-B'I1-4 1-UU, E IN ROOF, RIGHT JIG = 8'2"15 SEO = 23244 REV. 19.5o SCALE=0.8596 JOHN CLARK WEBER STATE OF FLORIDA REGISTERED ENGINEER P.E. #17455 IC331 LENNARO ROAD PT. ST. LUCIE FL 3.4952 TC LL 20.0 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 LRI O/A LEN. 81104 OUR. FAC . 1.25 SPACING 24.0" TYPE va JOO- (1Jb4/-lbJ KILH F'KUh'. 511VHNNH ULUd - lb UN1I / V1L THIS UWG. PREPHREU BY THE HLPINE JUB UESIGNER PRUGRHM FHUM IHU55 MFH 5 LhYUUI L87CHORD 2x4 SP #2 110 MPH WIND, 19.48 FT MEAN HGT, SBC, ENCLOSED BLOG, LOCATED ANYWHERE IN ROOF, CHORD 2x4 SP #2 WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. WEBS 2x4 SP #3 SEE DWG VRLTRUSS0699 FOR VALLEY DETAILS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. V2X4(D 1) s 12• 6• W4X4 6' 12 5p I � N W2X4(O 11 W2x3 R-74pIF V-12' 18'I LEFT JIG = 6'6" RIGHT JIG = 6'6" DESC. = V12 SEO = 23.328 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 2 TOTRL= 2 REV. 19.5o SCALE=0.6402 ST. LUCIE TRUSS CORP ••W N N •• U U X N H N L N SHIPPINGINSTALLING RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING RND BRACING) , PUBLISHED BY TP1 (TRUSS JOHN CLRRK WEBER TC LL 20.0 PSF REF PLATE INSTITUTE. 5B3 O'0N0FRIO DR.: SUITE 200 MANSON WI. 537191 FOR SRFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE TC DL 7.0 PSF DATE D9 -D7 -2DD 1 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. RLPINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR ANY OEVIRTION FROM THIS STATE OF FLORIDA REGISTERED ENGINEER B C D L 1 PSF DESIGNED B Y) HANDLINGA,NY FAILURE TO SHIPPING, INSTALLDINGHANDRUSSES BRACINGNOFONFORMANCE WITH TRUSSES. DESIGNPCONFORMSBWITHTAPPLICABLE BC L L 0.0 PSF J O H N L R I 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E-MAIL sltr�ss®msn.com PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RNO 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 RND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS.COMPONENT FOR RNY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER RNSI/TPI 1-1995 SECTION 2. P.E. #17 4 5 5 1033T LLUCIE RDRD PT. ST. LUCIE FL 34952 ■ TOT.LD. 37 O PSF O/R LEN. 12 OUR. FR C . 1.25 SPACING 24.D" TYPE VC)