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l 20'10" 20'10"- TRUSS AIL 0 >I-t sm i.._ 41'S' 12'8 12'8°` GABLE DROPPED FOR I 2x4 OUTLOOKERS I TRUSS BI 12 5 L�- '4" GABLE SPIN TYPICAL ENDDETAIL 12 F— 5 I = W Uj 2514" GABLE SPAN s x2 MAILERS BY S T 12'8" CUSTOMER RESPONSIBILITIES: The design C. ooreiadaestfgR and Installation of all uplIFt connectors. Hangers supplied SHEET required to satiry tRRed For gravity loads only. Additional strapping may be 3 0 F 4 All truss to beam tru 0 uplift. connection. speotalty hanger`•s rust§ to wall, beam to wall, beam to post connections and any The purchase and instal hormQllyy stooked by S.L.T.C. ' and/or the en sneer btlon OF any permanent bracing requlred by the truss design To, rovide a s9i tables record and or the building department access and egress to I°t unobstructed area to unload trusses and to provide CD To erect all truss Como§uah. an area. ❑ I I � I HIB-91 and to seek rfiente to a000rdanoe with the Truss Plate Institute publication CL erect (on of the trussspesslonal. help and advice. on any questions prior to the O ®d components. H —I Oisclalmers a. U .. a.0 Do not out Cr alter anytr E M cuts ur damo ea a trues without Consulting a designer at S.L.T.C. First. Rny party who co O JJJJ a 9 shall be resposble For the cost of the required engi neery ng 00 O JO_..IO F— a design and repair of truss truss. Foi�oe to seek the lbe reaolu®spied unless approved In writing by an ofriaer of S.L.T.0 —j UUUC) O c flan of a problem until otter the roof is shingled or The drywall ~ 11 F-F-mm l-- sha Is Inbsor to stalled shall ooneFitute acceptance of the problem by the customer and the customer H For anti conflicttbetweennt lal responsibillYy To resolve the problem. II y hie eatting plan and the individual engineered drawings, the W Individual enpp fneered dr�wtn9 wfl Take precedence. 9 0 O I lf. S�respona b1ed 1tty of the shipped loose To avoid breakage. .Installation remains the W Q DIMDIOI mIC\ Inetruations.y erPen er. Refer to the Individual engineertng sheets For Installation W a CL J W"OJJJJCLm' RESPONSIBILITIES OF THE BUILDING DESIGNER: H w 0 -jo-jQ o 9 TO PROVIDE A BRMING PLAN FOR THE STRUCTURAL INDEPENDENT OF THE INDIVIDUAL TRUSS BRACING REQUIREMENTS. BRACING REQUIRED BY THE INDIVIDUAL TRUSS COMPONENTS IS TO OVERCOME BENDING WINDLOADS ANDC5HOULDONOTEBEION CONFUSEDRWITHETO THE BRACING OR N REQUIREMENTS OF THE BUILDING STRUCTURE. N GABLE O ,. . _ 01 • ;., / Itllolol __o,ololol/ / �ioioi . _iioioioi�► _. •lit /_ oil 0, • I .I�Iol�lloloir►,. ,, , �® .Iol�llol■II�IIol�lolol�!. ;I, _ - i% i% i%�/� 0011 GABLE TRUSS DROPPED FOR 2x4 :LOO +" 4" 25`4•' GABLE SPAN 12'8" BEARING LEGEND G> _4.. A.F.F SCALE: I/4'° — I. _099 . � J z O cn i W F- i r) zc rr5 � W OW z= r—Il—i I I of �I 0 I tV I I f-- � z o � MW� zCDW Q zt- to > I— CL o OfL 0 �- o lz ;� C J LL � C o I Ln Lo :Dz °ZT-l"J �� �� r"'l tL T5 'co O t— z L X z Cn �. rI� � F—I D �N2y l.J__ — CO J LL 0 N cn - CL CLQ z —i-iCo1 G-- a o m, cn o �© cn Cal -I V l o M -1 --i W O a 0 T -C CL F co W W } W G..w:wem ozw� W W = -j �J 0 ui � W cccoW CD m O= 0 cn ti �zO W CrJ o 02W W. = 2 T-X W O_. (� two 3 �, F-- 00 CI H ❑r+CL O Il a WO -) Ld � LL y CI ❑ 3 z� F I ry a�0 3Q�; F-0 o F 1 IT 1-4 L)z Hz W z DWO W m� F W z CD � ( Q r-i Z �O LL0 ZO LU J 'W F—z0 `" W 7 U W ❑LdL Z w J H O z 0�0- W " CL F-i 0 n_ F —I U� `— LL w I-- v crn >- Ld0❑ z �� M LL W Q� W F ix W Ow ❑ N o W 1Y z O Z❑ W �0 3L O I"—IO❑ O N TN 3 W O H U W O CC U Z>-W HU Co> r F— S CDU o ILL cwn. O cr z z z cn i— X� D LL x w d 0 Lu I-COz z 13647E 11 f-,— W � � I I 10331 L ENNA RD RD. PT. ST. LUCIE, FL. 34952 PH: 561-335-3207 PH.- 888-758-7877 FAX.- 561-335-3209 hhEMAIL; sltruss@msn.com S T. L UCIE TRUSS CORP. "QUA L I T Y AND SERVICE IS WHAT WE SELL" QUALITY MANUFACTURERS OF ALPINE R' ROOF AND FLOOR TRUSSES WOOD AND STEEL JOB #: "'47G CUSTOMER. RICH PROPERTIES SALESMAN: CHARD EDGE GARAGE / SAVANNA CLUB - R. Bart Henry President ST. LUCIE TRUSS CORP. LENNARD RD. (561) 335-32W TSMNT LUCIE FL 34952 FAX (5a) 335-3209 sltruss@msn.com Contractor / Builder: RICH PROPERTIES Rex Collins Production Manager Scott Remick Engineering Manager Project Name and Address: SAVANNA CLUB / GARAGE / PORT SAINT LUCIE Model: Lot: Blk: Sect: Occupancy: SFR Multi -Family County: SAINT LUCIE COUNTY Truss Company: St. Lucie Truss Corporation Commercial X Industrial Engineering Software: Alpine Engineered Products, Inc. VIEW Version 4.00.1219.16 STATEMENT: I certify that the engineering for the trusses listed on the attached index sheet have been designed and checked for compliance with the Standard Building Code 1997. The truss system has been designed to provide adequate resistance to wind loads and forces as required by one of the following provisions: Design Criteria: X SBCCI 1997, 110 MPH Top chord live load: 20.0 PSF ASCE 7-93, MPH Top chord dead load: 7.0 PSF ASCE 7-95, MPH Bottom chord dead load:. 10.0 PSF ASCE 7-98, MPH. Bottom chord live load: 0.0 PSF Total: 37.0 PSF Engineer:John C. Weber Duration Factor: 1.25 Address: 10331 Lennard Rd. Mean Height: Port St. Lucie, Fl. 34952 Attached is an index sheet submitted in accordance with the Department of Professional Engineering, Tallahassee, Fl. Engineering sheets are photocopies of the original design and approved by me. As witness by my seal, I hereby certified that the above information is true and correct to the best of my knowledge and belief. Name: John C. Weber P. E. Certification #: 17455 Date: 0 u QUALITYAND SERVICE IS WHAT WF. AIL K Cect��icat 6 !l 0. OC st Wi� `S T E ST. LUCIE TRUSS CORPORATION PAGE 1 Engineering Package Index Sheet Job Number . 13647 G This index sheet lists, in numerical order, the Customer Name: RICH PROP. drawings as they appear within this bound pkg. Job Name . SAVANNA CLUB - GARAGE As per Florida Law (copy included,) the seal on Job Location : GARAGE 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 1. 2. 3. 4. S. Cover Sheet _Non. App. -� - - - -- -- Cert. Form_ Non. App. Bk_letI_ndx Non. App. Shipper Pkg. Non. App. Shipper Pkg.- Non. App. -- - --I _ I ���`p.Rl< 111i 6 . Shipper Pkg. I_ .Non_. App. _ - 7. Shipper Pkg. Non. App. 8. Shipper Pkg. ' Non. App. 9. Shipper Pkg. I App. 10. _Non. Shipper Pkg. 1 Non. App. - 11. 1-Non App. --;- Non. App. Al _9-6-2001 12. 13. 13 41' 8" 5.00/12 14. A2 9-6-2001 18 4112" 5.00/12 15. A3 9-6-2001 2 41,2" 5.00/12 16.1 A4 9-6-2001 2 41'2" 5.00/12 17. A5 1 9-6-2001 2 2 4112" _ 4112" _ 5.00 /12 _ 5.00/12 18. A6 9-6-2001 19. A7 9-6-2001 2 2 2 4118" 4118" 4118" 5.00/12 5.00/12 5.00/12 20. _ A8 9-6-2001 21. A9 9-6-2001 22 . B1 9-6-2001 4 2514" 5.00/12 23. HJ7 r 9-6-2001 4 9110,11 3.54 /12 24. EJ7 9-6-2001 30 7' 5.00/12 25. CJ5 9-6-2001 8 5' 5.00/12 26. CJ3 9-6-2001 8 3' 5.00/12 27. CJ1 9-6-2001 8 1' 5.00/12 28. V5 ! 4 4 5' 9, 5.00/12 5.00/12 29. _9-6-2001 V9 9-6-2001 30. V13. ' 9-6_-2001 4 13' 5.00/12 31. V21 9-6-2001 4 21' 5.00/12 32. V17 9-6-2001 4 17' 5.00/12 33. Layout Non. app . `�O••' Certificate 60. 17455 r � 9• State John C1 # 17 55 1 - _. - - ---....; -- - -- ----- -- -- -- -- -- ---- 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 1Od 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 Ix4 installed on either 1'/Z" edge of the web. If a web is specified for two lateral braces then either two lx4 `T' braces or a 2x4 `T' brace may be substituted. `T' braces follow these criteria: 1.) The `T' brace must posses the same structural characteristics'ofthe web being braced, lx4 #3 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 gards, EP f/ 'chard B. Henry zt President N0.17455 ® STATE OF ° ar St. Lucie Truss Corp. Standard Stock Simpson Roof Hangers A HUS 26 3315 -.1550 6-16d 14-16d C HHUS26-2 3440 1550 6-1-6d 1446d E HGUS26-2 4835 2000 8-16d 20 16d 2- 36 G HGUS210-2 8325 3415 12-16d 46-16d 3, S, i LSSU28 1480- 485 5-10dxl V2" 10-10d S, L; L LSSU410 3190 1150 12-1 Odxl 1/2" 18-16d M U24 590 240 2-10dxl 1/2" 4-16d SUL26 920 625 6-10dxl 1/2" 6-16d R HSUL410 3095 930- 6-16D 20-16D RIDGE LANE OE516N CRITERIA GRAVITY WIND LOAV TGLL 30P5F VEL. 12OMPH TGPL 15P5F HT. 15 FT. 6GLL OP5F GOPE:55BGG 66DL I OP5F Iggl TOTAL 55P5F LJIC7 III I Ih IG,T A I I A TI/)I\ I ALL PLATES SHALL DE MITEK 206A, MANLFACTURED FROM A5TM A446 GRADE A, GALVANZED 5TEEL; EXCEPT A5 5HOWN OTHERWISE, PLATES MIJ5T DE 11-45TALLED ON BOTH FACES OF JONT5 AND LOCATED SYMMETRIGAKKY, EXCEPT A5 5HOWN OTHERWI5E. DESIGN 17TANDARD5 CONFORM TO APPLICABLE PROV15",15 OF ND5 0 TP[ NOTE: TRUSSES SHALL DE HANDLED, ERECTED AND DRAGED N ACCORDANCE WITH "D-9' AND }ET-&7 BY TPl 5EE TH5 DESIGN. FOR 5PECIAL PERMANENT DRACM KEOUREMENT5. ALL TOP CHORDS SHALL DE LATERALLY DRACFD WITH PROPERLY ATTACHED PLYWOOD 51-EATHNG AND DOTTOM CHORDS WITH RIGID CELING UNLE55 NOTED OTHERWI5E. DO NOT USE TH5 DRAWM FOR FIRE RETARDENT DESI6N5. '•grJ�J 7 /1"; N 0.17455 tm S 'II' . ]L N C II IE TRUSS CORP. 10331 LENNARD ROAD PT. ST. LUCIE. FL 34952 14071 335-3207 GABLE TRU5'h, 9TLD5 24' O.G. GGY BACK 5Y'2TEM . i FOR PIGGY RACKED II%.I`5TALLATI01'J`) / 2.4 PLRLIV5 36. O.L. MA'; DO NOT EXTEND 6RAGIf`J6 INTO PIGGY DAGK TRU55E5. TYFIGAL GABLE END 6RAGIN6 DETAIL PROF OK STANDARD GABLE U ALL BRAGNG AND BLOCKNG SHALL BE 4r2 OR BETTER t-EM-FR. 2) WHERE 'L' BRACE IS REQUIRED THE 'V BRACE 5HALL BE NAILED TO THE STLD WITH l( J COMMON AT 4' N CENTER. 3) WHERE 'T' BRACE IS REQUIRED THE 'T' BRACE 5HAL _ BE NALED TO THE DIAGONAL WITH IbA COMMONS AT ( ' N CENTER. 4) WND LOAD BA5ED ON ENCLOSED STRUGTLRE. DESIGN CRITERIA ' ' GRAVITY WINV LUAL) TGLL 301`5F VEL. 12OMFH TGDL 15F5F HT. 15 FT. DGLL OF5F CODE:55DGG 66DL I OFSF Ig91 TOTAL 55F5F MAX STUD LENGTH PEC"P.ED DRAL1.16 Y-8' NO BRAG1,16 KEQURED T-O' 2x4 'L' BRACE 8'-4' 2-2.4 V BRACES 10•-8- 20 DIALL BP.ACE AND 2x4 r(_OGK i 1 4-1( A COM. (DIAG. TO 5TUD) 2 3-16A COM. (TRU55 TO BLOCK) 3 4 IbA COkt vma TO BLOCK) 4 4-8d COM. 0LOCr TO PLYWOOD) 1_6• 20 DIAL BRACE AND 2x4 BLOCK 'T' DRAGE AND.2.4 BLOGK 15-16d COM (DIAL. TO V BRACE) 2 3-I6A(TKU55 TO BLOCK) 3 5-16d COM IPIA6. TO BLOCK) 4 5-Bd COM (BLOCK TO PLYWOOD) 13'-6' 2x4 PIA& BRACE AND 2.4 BLOCK 'T' BRACE AND 2.4 BLOCK 15-16d COM. (DIAG. TO V BRACE) 2 3-16A COM. (TRU55 TO BLOCK) 3 5-16A COM. (DIAG. TO BLO 4 5 8d LOM IBLOLK 10t/1 sse°es 9 -5 JT 0 ALL PLATES 5HALL BE M1TEK 206A, MANUFACTURED FROM A5TM A446 GRADE A, 6ALVANIZED Aj ON BOTHFACES OF EXCEPTT 5AND LO ATED 5YMMETRIGAKKY, EXCEPT A5 5HOWN D OTHERWISE. DESIGN 5TANDAR05 CONFORM TO APPLICABLE PROVI510N5 OF ND5 4 TP( t NOTE; TKU55E5 SHALL DE HANDLED, ERECTED AM BRACED N AGGOROANCE WITH TRUSS CORP. }iB-9' AND 1-ET-80' BY TPl 5EE TH15 DE51GN FOR SPECIAL PERMANENT BRAGNG REQURENENT5. ALL TOP CHORD5 5HAL . BE LATERALLY BRACED WITH PROPERLY 10331 LENNARD ROAD ATTACHED PLYWOOD SHEATFINC3 AND BOTTOM CHORDS WITH RIGD CELNG UN E55 PT. ST. LUCIE. FL 34552 NOTED OTI ERWISE. 00 NOT USE TH5 ORAWNG FOR FEE RETARDENT DESIGN5. (407) 335-3207 - LADLE st(mndoccllr d �Rg'onc� (E�r Ong E0F VAULT GELING'�) AT GADL-E ENDS ' f ANC NOT TO EXCEED 18"-0" DEFTH NOT TO EXCEED 18"-0" PITGH NOT GFEATEP THAN 6/12 FOI? PIGGY BACKED 11\1`>TALLATIOhP? DO NOT EXTEND BRAGING INTO PIGGY BACK TRU`5E5. TYPIGAL GABLE END-DKAGING DETAIL DKOP OK STANPAKO LADLE D ALL BRAGNG. AND DLOCKNG SHALL BE M2 OR BETTER HEM-FR. 2) WHERE 'L' DRALE IS REQUIRED THE 'L' DRACE SHALL DE NAILED TO THE STUD WITH 16d COMMON AT 4' ON CENTER. 3) WHERE T DRALE 15 REOUIRED THE 'T' DRALE SHALL DE NAILED TO THE DIAGONAL WITH 16d COMMONS AT 6' ON CENTER. 4) WIND LOAD DA5ED ON ENGL05ED 5TRUCTI RE. DESIGN GRITEIRIA UKAVI I Y Wllvv wHv TGLL 301`25F VEL. 12OMPH TGDL 15P5F HT. 15 FT. BGLL OP�F CODE: nDGG 6GDL I OPSF Iggl TOTAL 55P5F MAX. STUD LENGTH REQUIRED bRACNG 3'-8' NO bRAGNG REQUIRED 7'-0' 20 'L' BRACE 8' 4' 2-2.4 V DRAGE5 2.4 DIAL. BRACE AND 2.4 MOCK 14-Ibd COM. (DIAL. TO STUD) 2 3-16A COM. (TRUSS TO BLOCK) 3 4-16A COM. (DLA& TO DLOCK) 4 4-6A LOM. IbLOGK TO PL`fWOODI _ �•_6• 2.4 DIAL. DKAGE AND 2.4 BLOCK 'T' DP.ACE A140 20 DLOGK -- - 15-Ibd GOM (DIAL. TO V BRACEI 2 3-16d (OM. (TRUSS TO BLOCK) 3 5-Ibd COM (DIAL. TO DLOGK) 4 5-8A COM. (MOCK TO PLYWOOD) 2.4 DIAL. BRACE AFID 2.4 BLOGK 'T' BRACE AND 2.4 DLOCK 1 5-14A COM (DIAL. TO IV BRA E) • ) 2 3-16A COM (TRU55 TO BL If 3 5-Ibd COM (01AG. TO ) Q. 4 5-&A COM (mocKA4 KWA0Q@W ALL PLATES SHALL DE MITEK 20GA, MANUFACTURED FROM A5TM A446 GRADE A, CAI-VANZED STEEL, EXCEPT A5 SHOWN OTHERWISE. PLATE5 M)5T BE N5TALLED ON DOTH FACES OF JOINTS AND LOCATED SYMMETRICAKKY, EXCEPT A5 5HOWN OTHERWISE DESIGN 5TANDAKO5 CONFORM TO APFLIGADLE PROV1510N5 OF NO5 4 TPL NOTE: TRUSSES SHALL BE HANDLED, ERECTED AND DKACED N ACCORDANCE WITH 1-ID-9* AND 1-ET-80' DY TP). SEE THIS DESIGN FOR 5PEGIAL PERMANENT BRACNG RECUIREMENT5. ALL TOP. CHORDS SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHNG AND DOTTOM CHORDS WITH RIGID CELNG UNLE55 NOTED OTHERWISE. DO NOT USE TH5 DRAWNG FOR FIRE KETARDENT DESIGNS. e lid.&���p IRR 51� ` .9 T . IL N Cl IC"lliBi TRUSS CORP. 10331 LENNARD ROAD PT. ST. LUCIE. FL 34952 (407) 335-3207 STEPDOWN CORDER SET TOP CHORD 2X4 SO. PINE ##2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE ##2 N WEBS 2X4 SO. PINE ##3 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' TYl 7 CORNER SET SETBACK 7' 0" 0 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED.. UPLIFT: 350## 200## BRG LOC: + ++ UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED=110 (100) MPH.. MEAN HGT=17.5 (30.0) FT. ENCLOSED. (SBC) PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT: 580## 430## BRG LOC: + ++ UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND SPEED=120 MPH. MEAN HGT=22.6 FT. ENCLOSED. (SBC) J1 J3 J5 *# J7 ## .0 12 # TO 6.0❑ W2X4 ++ # # # # V 3 5 7- R=463y, W=3.50" END AND CORNER JACKS ALPINE HJ 5 3 1 2 HIP OR COMMON TRUSS # 1 HIP TRUSS J5 Q. J1 J J 1 J3 J5 P J7 J7 Jry *** 1' 3 5 T 2' TYP . +++ OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. (2) 16d TOENAILS II *: (3) 16d TOENAILS 2.12 12 W2X4 TO 4.24 I , w2X5 I W3X4 # +++ ALTERNATE' LOADING TCLL 20 PSF #SIMPSON TCDL 20 MAX PSF THJA26 BCDL 10 PSF TOT.LD. 50 MAX PSF 'k## 9-I0-13 OVER 2 SUPPORTS DUR.FAC. 1.25 iH A COPY OF THIS DESIGN TO IC. SHALL NOT BE RESPONSIBLE HE TRUSSES IN CONFORMANCE V AND BRACING OF TRUSSES. DE =SIGN SPECIFICATION PUBLISHED 'INE CONNECTORS ARE MADE OF CTORS TO EACH FACE OF TRUSS 1, PUBLISHED BY TPI (TRU: I FOR SAFETY PRACTICES IED, TOP CHORD SHALL HA HAVE A PROPERLY ATTACH INSTALLATION CONTRACTOF ANY DEVIATION FROM THE TPI; OR FABRICATING; CONFORMS WITH APPLICA) THE AMERICAN FOREST AN 1 ASTM A653 GR40 GALV. I, UNLESS OTHERWISE LOCI L ON THIS DRAWING INDIG FOR THE TRUSS COMPONEN ANY PARTICULAR BUILDING HIPJATHIS ,\��(0%k11111111uiI� � DRAWING REPLA DRAWING HC 179502gCES $R _ LEE AUG 2 1 2001 State Of .14 Florida ,.••� C LL DL BE DL BE LL TST.LD. 30 MAX. PSF 15 MAX PSF 10 PSF 0 PSF 55 MAX PSF REF 7' STBK CS DATE 06/25/99 DRWG CS7SBK3AO699 -ENO SJP/KAR uR.FAC. 1.33 PACING SEE ABOVE i SUPPORTING TRUSSES 24' O.C. ANCHOR VALLEY TRUSS AT EACH CROSSED TRUSS WITH SUPSON H4 CLIP OR EOUIVI SUPPORTING TRUSSES 24' O.C. ' b (off SUPPORTING TRUSSES 24' O.C. P M SUPPORT14G T MONO VALLEY TRUSSES S�HLAR Customer:STANDARD ENGINEERING. DETAIL: LOADING . Project ANY JOB TYP. BEARING REQUIREMENTS TOLL 30# Le .. al: FOR A STANDARD 16'-0 TCDL 154 . VALLEY SETBCDL 10# S T . IL N C II ]E Jo Number: TOTAL 55ps f TRUSS CORP. 33% ALLOWABLE INCREASE 10331 LENNARD ROAD Drawing : STD. VS. BRG. DESIGNED FOR 120mph WIND PT. ST. LUCIE. FL 34952 LOAD AT 15'-0` ELEVATION 14071 335-3207. NFUTMIll TOP CHORD 2X4 #2 OR BETTER PIGGYBACK DETAIL HOT CHORD 2X4 �/2 OR BETTER WEBS 2X4 g3 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 FIAT 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 HOT, 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 F90M BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 /i2 OR BETTER A g g A g E A E E E A E E 20' FLAT TOP CHORD MAX SPAN II r THIS * JOINT SPANS UP TO TYPE 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 WEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. i * PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH (4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE. 4' OC OR LESS. 00 o 0 o a 0 0 0 0 0 2„ ' 00 a o o 0 0 o 0 0 0 0 HALL HAVE'A PROPERLY ATTACHED R THE INSTALLATION CONTRACTOR. T �{ +� a rqtj,1 A 455 ' FOR ANY DEVIATION FROM THIS WITH TPIt OR FABRICATING,% ' IESIGN CONFORMS WITH APPLICABLE (((/����40 'D BY THE AMERICAN FOREST AND 20GA ASTM A653 GR40 GALV. ST L�o, S AND, UNLESS OTHERWISE LOCATE r'a� E SEAL ON THIS DRAWING INOiCATES/^e••. r+•�• LELY FOR THE TRUSS OMPONEN CT FOR ANY PARTICULAR BUILDING TP - 995 S CTI N 2./r. - �iF�tlitill.i 8 1/4" AWINGS 634,016 634,017 & 847,045 [AX 55 :33 50 25 15 LOADING PSF AT DUR.FAC. PSF AT DUR.FAC. DUR.FAC. REF PIGGYBACK DATE 06 25 99 DRWG PIGBACKBO699 -ENG DLJ/KAR :ING 24.0" RDGE p p 5 ar�c(Kird _�ncgonpcpoaong 171� ✓_R n V IN IG,-F n I I n-Flni\1 DF516N GPITFRIA A TGLL 30P5F VEL. 12OMPH TGDL 15P5F HT. 15 FT. 15GLL OP5F. CODE:55BGG 6GDL I OP5F Iggl TOTAL 55P5F ALL PLATES SHALL DE MITEK 206A, MAN,FAGTURED FROM A5TM A446 GRADE A, GALVANZED 5TEEI-, EXCEPT A5 SHOWN OTH=RWI5E. PLATES M-15T DE IN5TALLED ON DOTH FACES OF "TS AND LOCATED SYMMETRIGAKKY, EXCEPT AS SHOWN OTHERWISE. DE516N 5TANDARD5 CONFORM TO APPLICABLE PIZOM51ON15 OF N05 4 TPL NOTE: TRU55E5 5HALL DE HANDLED, ERECTED AND BRACED IN'AGGORDANGE WITH HD-9' AND ' ET-89 DY TPl SEE THI5 DE51GN FOR 5PEGIAL PERMANENT DRACNG REQUIREMENTS. ALL TOP CHORDS SHALL DE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD 5HEATHNG AND DOTTOM GHORD5 WITH R160 CELING UNLESS . NOTED OTI ERW15E. DO NOT USE TH5 DRAWM FOR FIRE RETARDENT DE A6N5. Ada.17455 . STATE OF: _ ST. ILtUCIIIE TRUSS CORP. 10331 LENNARD ROAD PT. ST. LUCIE. FL 34952 (407) 335-3207 ob:(13647_G) RICH PROP. SAVANNA CLUB - GARAGE / Al' TOP CHORD 2x4 SP #2 SOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. m a W4: �i THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM . 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, 70T LC FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC OL = 5.0 PSF. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 20'10" 20'10" 4l'8" 4l'8" 41'8" -� Rv-16222 U-9170 W-8" Rv-1622# U-9170 W-8- MFR'S LAYOUT WITHIN 157, LEFT RAKE = 1'5"5 RIGHT RAKE = 1'5-5 LEFT JIG = 22'8"7 RIGHT JIG = 22'8"7 DESC. = R1 SEO = 23053 PLT. TYP.-WRVE_TPI95 TPI(STD) OTY= 13 TOTAL= 13 REV. 19.4a SCALE=0.1738 ST. LUCIE TRUSS CORP "W N N ■■ U U M N HANDLING,H N INSTALLING ANO BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) , UBLISHED BY TPI (TRUSS JOHN CLARK WEBER TC LL 20 . O PSF REF PLATE INSTITUTE. 583.0'ONOFRIO OR.; SUITE 200, MADISON WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE .FUNCTIONS. UNLESS OTHERWISE fNDICRTED , TOP CHORD SHALL HAVE TC DL 7.0 PSF DATE 09 -06 -2001 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORO'SHRLL HAVE R PROPERLY ATTACHED RIGID STATE OF FLORIOR CEILING. -IMPORTANT-■ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. REGISTERED ENGINEER BC DL 10.0 PSF DESIGNED B Y : ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIRTION FROM -THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, ST. LUCIE TRUSS CORP, HRNOLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC L L 0.0 PSF 10331 LENNARD ROAD PROVISIONS OF NOS (NRTIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND P.E. #17 4 55 37.0 PT. ST. LUCIE FL 34952 PAPER ASSOCIATION) RNO TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM R653 GR4O GALV. STEEL TOT.LO. PSF O/A LEN. 410800 PHONE (561) 335-320, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RNO, UNLESS OTHERWISE LOCATED ON FAX (5617 335 3209 3 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SERL ON THIS DRAWING INDICATESD U R.F R C. 1.25 E-MAIL ms3209 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT 10331 LENNRRO ROAD sl611 DSSTHE RESPONSIBILITYIGN SHOWN. THE IOFBTHETBUILDINGUSE DESIGNEROF THIS CPER ANSI/TPIOMPONENT FOR ANY1-1995RSECTION TICULAR 2l11LDING PT. ST. LUCIE FL 34952 SPACING 24:0" TYPE comn Job:(13647_G) RICH PROP. SRVRNNR CLUB - GRRA( 'TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 . WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND.L/240.00 TOTAL LORD / A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM ' 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LC FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 3" 20'I0- 4l'5' 4l'8' 3. 20'7" 20'7" 3" Wsxs vsxG W5xs l2 m 5l7 m o o m ' WSXG (R) (R) WSxs W4xG(61) W4XG(BU -41'B" 41'S" Rv-15230 U-813# W-B- Rv-I5230 U-8130 W-8- T LEFT JIG =222'5"11 RIGHT JIG = 22'5"11 SEO = 23056 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 18 TOTRL= 18 REV. 19.5o SCALE=0.1871 ST. LUCIE TRUSS CORP ++W N N ■+ U U M N N HANDLING J� H N N LL N RND BRRCING. REFER TO HIB-91 (HANOLING INSTALLING AND BRACING) , YUBLISHE❑ BY TPI (TRUSS JOHN CLRRK WEBER TC LL 20 . 0 PSF REF PLATE INSTITUTE. 583 D'ONOFR IO DR.: SUITE 200, MROISON, WI. S37L91 FOR SAFETY PRACTICES . PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE TC DL 7.0 PSF DATE 09 -06 -2001 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID STATE OF FLORIDA CEILING. ■■IMPORTANT+■ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. REGISTERED ENGINEER 10.0 DESIGNED BY: ALPINE ENGINEERED.PR000CTS, 'INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS B C DL PSF DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, BC 0.0 ST. LUCIE TRUSS CORP 331 LENNRRD ROAD fE-MAIL 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 P.E. fk174 SS L L + 37.0 PSF ST. LUCIE FL 34952 RSTM R653 GR40 GRLV. STEEL TOT.LD. PSF O/A LEN. 410500 ONE (561) 335-3207 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RND, UNLESS OTHERWISE LOCATED ON X 335-3 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATE OUR. F A C I . 25 sltrussOmsn.com ltr c. 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 PT. ST. LUCIE FL 34952 SPACING 2 4. 0 " TYPE c o m n IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. Job:(13647_G) RICH PROP. SAVANNA CLUB - GRRRG TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. m m W4XG (E sTs THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT i1O MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.`. FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF. (A) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. 18'9' 22'5- 41'2- I8'9- 3'8" 18'91 41'2- 4I'2- 41'2- Rv-1523# U-804 W-5- Rv-1523# U-8ISO W-5- LEFT JIG = 20'5"13 RIGHT JIG = 20'5"13 DESC. = A3 SEO = 23115 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 2 TOTAL= 2 REV. 19.5n SCALE=0.1871 ST . LUCIE TRUSS CORP WARNING-;. U U X M N N H N L N SHIPPING FIND BRACINREFER TO HIB-91 (HANDLING INSTALLING AND 6RRCINGI , PUBLISHED PY TPI (TRUSS JOHN CLRRK 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 09-06-2001 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. ■■IMPORTRNT&■ 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: 'HANDLING, DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC L L 0.0 P S F ST. LUCIE TRUSS CORP. 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 RSTM A653 GR40 GRLV. STEELP.E. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCRTED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE kAL.ON THIS DRAWING INDICATE 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. #17455 10331 LENNRRD RORD PT. ST. LUCIE FL 34952 • TOT.LD. 37.0 PSF - O/A LEN. 410500 D U R.F RC . 1.25 SPACING 2 4 . 0 " h I T Y P E s lob : (13647_G). RICH PROP TOP CHORD 2x4 SP #2 :T3 2x4 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 N V4X6 U 5'S Rv-1523# U-8269 V-5- SAVANNA CLUB - GARAGE / A4 ' #1 Dense: 41'2' THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.`. FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. Rv-1523# U-826# V-5- LEFT JIG = 18'3"13 RIGHT JIG = 18'3"13 DESC. = R4 SEO = 23112 PLT. TYP.-WRVE_TPI95 TPI(STD) OTY= 2 TOTAL= 2 REV. 19.5a SCALE=0.1871 ST. LUCIE TRUSS CORP "VR N N •• U U EXTREME N N H N L N H N N LL N RND BRACING. REFER TO HIB-91 (HANDLING INSTILLING ANO BRACING), PUBLISHEO•�Y TPI (TRUSS JOHN CLRRK WEBER TC LL 20.0 PSF 'REF PLATE INSTITUTE. 583 0 ONOFRI0 OR.: SUITE 200, MADISON, WI. 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE TC DL 7. 0 PSF DATE 09 -06 -2001 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. •IMPORTANT•■ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREO PRODUCTS, INC. SHILL NOT BE RESPONSIBLE FOR ANY ❑EVIATION FROM THIS STATE OF FLORIDA REGISTERED ENGINEER B C DL 10.0 P S F 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 B C L L P S F ST. LUCIE TRUSS CORP 331 LENNRRD ROAD ST. LUCIE FL 34952 ONE (561)335-3207 FAX (561) 335-3209 rE-MAILsitruss®msn.com PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND PAPER RSSOCIRTION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FRCE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE kAL ON THIS DRAWING INDICATE ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY FIND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. P.E. #17 455 10331 LENNARD ROAD PT. ST. LUCIE FL 34952 TOT.LD. 37 , 0 PSF 0/R LEN. 410500 OUR. F R C. 1.25 SPACING 24.0" TYPE hi s Job: (13G47_G) RICH P TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 v4X61E 5'5 - GARAGE / THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED FROM ROOF EDGE. WIN❑ TC OL - 5.0 PSF, WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 41'2- 4l'2" Rv-1523# U-831# W-5 Rv-1523# U-831# W-5- IN 10.50 FT LEFT JIG = 16'1"14 RIGHT JIG = 1G'1"14 DESC. = R5 SEO = 23109 PLT. TYP.-WRVE_TPI95 TPI(STD) OTY= 2 TOTAL= 2 REV. 19.5a SCALE =0.1871 ST. LUCIE TRUSS CORP •N-Wfl 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 ❑'ONOFRIO DR.: SUITE 200, MADISON, WI. 53�191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE JOHN CLRRK WEBER TC LL TC DL 20.0 7.0 PSF PSF REF DATE 09 -06 -2001 PROPERLY ATTACHED STRUCTURAL PRNELS 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 OEVIRTION FROM THIS STATE OF FLORIOfl REGISTERED ENGINEER BC DL 10.0 PSF DES IGNED.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 O. O PSF ST. LUCIE TRUSS CORP l0ST. LENNRRF ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E-MRIL sltrussOmsn.00ri ALPINESPECIFICATION CONNECTORS FIREPUBLISHED PAPERSIONS OF NOS RSSOCIATION) (NATIONAL DESIGN OFF 20GATHE RSTM F1653NGR90EST AND GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS RNO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE BERL ON THIS ORRWING INDICATE 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 1-199S SECTION 2.. P.E. #17455 1. ST LLUCIE ROAD PT. ST. LUCIE FL 34952 TOT.LD. 37 • PSF 0/R LEN. 410500 D U R.F R C . 1.25 SPACING 24.0" TYPE hips lob : (13647_G) RICH PROP TOP CHORD 2x4 SP #2 :T2 2x4 SP #2 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 Rv-1523C U-8369 V-5 SAVANNA CLUB - GARAGE / R6 LEFT JIG = 13'1�-14 DESC. = R6 PLT. TYP.-WAVE_TPI95 TPI(STD) ST. LUCIE TRUSS CORP o",`,� 10331 LENNRRO ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FRX (561) 335-3209 E-MAIL sltrussOmsn.com TH 110 MPH WINO, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LC 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. 41'2- 41'2- 41'2- OTY= 2 TOTRL= 2 RTE INSTITUTE. 583 O'ONOFRIO DR.: SUITE 200, MADISON, WI. 537191 FOR SAFETY PRRCTICES IOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE DPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHRLL HAVE R PROPERLY ATTACHED RIGID ILING. ■IMPORTRNTR■ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. PINE ENGINEEREO PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS SIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMRNCE WITH TPI: OR FRBRICRTING, NOLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE OVISIONS OF NOS (NATIONRL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PER ASSOCIRTION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR40 GALV. STEEI CEPT AS NOTED. RPPLY CONNECTORS TO'ERCH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON IS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICRTE CEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT SIGN SHOWN. THE SUITRBILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER RNSI/TPI 1-1995 SECTION 2. m ;n Il Rv-15230 U-836D W-5- RIGHT JIG = 13'11"14 SEO = 23102 REV. 19.5a SCALE=0.1871 JOHN CLARK WEBER STATE OF FLORIDA REGISTERED ENGINEER P.E. #17455 10331 LENNRRO ROAD PT. ST. LUCIE FL 34952[DEUR.FAC.SPACING TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0•0 PSF TOT.LD. 3 7.0 PSF REF DATE 09-06-2001 DESIGNED BY: ST. LUCIE TRUSS CORP O/A LEN. 410500 1.25 24.0" TYPE h i ps lob:(13647_G) RICH PROP. SRVRN TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 Rv 16220 U-9450 W-8- - GARAGE / R7 W:1 41'8" 41'8' THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LC FROM ROOF EDGE. WINO TC OL - 5.0 PSF, WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. Rv 16220 U-94SN W-8' FT LEFT RAKE = 1'5"5 RIGHT RAKE = 1'5"5 LEFT JIG = 12'0"10 RIGHT JIG = 12'0"10 DESC. = A7 SEO = 23097 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 2 TOTAL= 2 REV. 19.5a SCALE=0.1738 ST. LUCIE TRUSS CORP 331' LENNRRD ROAD ST. LUCIE FL 34952 HONE (561) 335-3207 RX (5611 335-3209 fE-AIL (561) sBms3209 *-WARNING-* U S U EXTREME N N HANDLING, H NINSTALLING RN0 BRACING. REFER TO HIB-91 (HANDLING INSTRLLING RNO BRACING) UBLISHED BY TPI [TRUSS PLATE INSTITUTE. 583 O'ONOFRIO OR.: SUITE 200, MROISON, WI. 53�19] 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. RLPINE ENGINEERED PRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR RNY ❑EVIRTION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTRLLING AND BRACING OF TRUSSES. DESIGN CONFORMS WTH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM RG53 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 kHL 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 FLORIOR REGISTERED ENGINEER P.E. #17 455 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 TC LL 20.0 PSF TC OL 7 . 0 PSF BC 0 L 10.0 PSF BC L L . O.O PSF TOT.LO. 37.0 PSF REF DATE 09 -06 -2001 DESIGNED BY:' ST. LUCIE TRUSS CORP 0/R LEN. 410800 OUR. FR C. 1.25 SPACING 24.0" TYPE h 'PS ob:(13647_G) RICH PR TOP CHORD 2x4.SP #2- SOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 Rv-1622# U-9499 W-8- - GARAGE / RB L'8- THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM 110 MPH WINO, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LC FROM ROOF EDGE. WIND TC OL v 5.0 PSF, WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. i Rv-1622# U-949D V-8- MFR'S LAYOUT WITHIN 6.50 FT LEFT RAKE = 1'5"5 LEFT JIG �g9'10"10 PLT. TYP.-WRVE_TP195 TPI(STD) OTY= 2 TOTAL= 2 REV. 19.5n RIGHT RAKE = 1'5"5 RIGHT JIG = 9'10"10 SEO = 23092 SCALE=0.1738 ST. LUCIE TRUSS CORP 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX 1561) 335-3207 'E-MAIL sltruss®msn.com AND BRACING. REFER TO HIB-9LXTREME [HANDLING INSTALLING AND BRACING), PUBLISHEDGBY TPI [TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR.: 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. **IMPORTANT■■ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPNE 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, I HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND (N PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MROE OF 20GR ASTM 9653 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 INDICATE 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. JOHN CLRRK WEBER STATE OF FLORIOR REGISTERED ENGINEER P.E. #17455 L0331 LENNARO ROAD PT. ST. LUCIE FL 34952 TC LL. TC DL B C D L B C L L T O T.L D. 20.0 7.0 10.0 O. 3 7 . PSF PSF PSF O PSF 0 PSF REF DATE 09 -06 -2001 DESIGNED BY: ST. LUCIE TRUSS CORP 0 / A L E N. 410800 OUR. F A C. 1.25 SPACING 2 4 . 0 " TYPE hips lob:(13647_G) RICH PROP. SAVANNA CLUB - GARAGE / A9 TOP CHORD 2x4 SP 42 :T2, T3 2x6 SP #2: BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP 43 110 MPH WIND, 9.83 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL e 5.0 PSF, WIND BC OL - 5.0 PSF. DEFLECTION MEETS L/480.00 LIVE AND L/360.00 TOTAL LORD. 7' Rv-3215# U-16490 V-8" 4l'8" 4l'8" 41'8" 27'8" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT ? Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_9_noils) TOP CHORD: 1 ROW 0 12- o.c. BOT CHORD: 1 ROW 0 12" o.c. WEBS : 1 ROW 0 4' o.c. USE EOURL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. Rv-32154 U-1649# V-8" LEFT RAKE = 1'5"5 RIGHT RAKE = 1'5"5 LEFT JIG = 7'8"10 RIGHT JIG = 7'8"10 DESC. = A9 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 2 PLIES= 2 TOTAL= 4 REV. 19.5n SEO = 23069 SCALE=0.1738 ST. LUCIE TRUSS CORP "u N N -■ U U M NTING,HANDLING, H N N LL N RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) UBLISHED BY TPI (TRUSS PLATE INSTIiUTE. 583 O'ONOFRIO OR.: SUITE 200, MAD ISON , WI. 537193 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE JOHN CLRRK WEBER TC LL TC DL 20 . 7.0 PSF PSF REF DATE 09 -06 -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 ENGINEEREO 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 AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC L L 0 • 0 PSF ST. LUCIE TRUSS CORP. 10331 LENNARO ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335-3209 E-MRIL sltrussOmsn' PROVISIONS OF NOS '(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS PRE MADE OF 20GA RSTM S653 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 TRUSSCOMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS.COMPONENT FOR ANY PARTICULAR BTILOING ' IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. P.E. #17 455 LENNRRD ROAD PT.. SST.com T. LUCIE FL 34952 TOT.LO. ' 37.0 JPSF O/A LEN. 410800 D U R.F A C. 1 SPACING See above TYPE F1 I S ob:(13647_G) RICH PROP. SAVANNA CLUB - GARAGE / B1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SEE DWGS SIIOISEN0693 & GBLLETIN0699 FOR MORE REQUIREMENTS. THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL - 5.0 PSF, WINO BC DL - 5.0 PSF. ALL PLATES ARE W2X3 EXCEPT AS NOTED. DEFLECTION MEETS L'/360.00 LIVE AND L/240.00 TOTAL LORD. V4X4 12 5C7 m w 01) W2X4 (01) 2a vim• 4 25 4 R-74p1F Y-25'4- LEFTJIG B113'B"12 E PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 4 TOTAL= 4 REV. 19.5o RIGHT JIG = 13'8"12 SEO = 23060 SCALE=0.3041 ST. LUCIE TRUSS CORP 331 LENNRRD ROAD ST. LUCIE FL 34952 HONE (561) 335-3207 FAX (561) 335-3209 AX sl61)3 5-320 m -MRDESIGN fEE qNTRUSSES HLUULNE EXTREME CARE IN FABRICATING, HANDLIG, SHIPPING INSTALLING D BRRCING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.: SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. w■IMPORTRNT*■ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRRCTOR. 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, _ HRNOLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS [NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND PRPER ASSOCIATION) AND TPI. ALPINE CONNECTORS RRE MADE OF 20GA ASTM R653 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 REAL ON THIS DRAWING INDICATES' ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT SHOWN. THE SUITABILITY RNO USE OF THIS COMPONENT FOR ANY PARTICULAR RUILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. JOHN CLARK WEBER STATE OF FLORIDA REGISTERED ENGINEER P.E. #17455 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 TC LL TC OL BC DL BC L L T O T.L D. 20.0 PSF 7. 0 PSF 1 0 • 0 PSF 0 • 0 P S F 3 7 • PSF REF DATE 09 -06 -2001 DESIGNED BY: ST. LUCIE TRUSS CORP O / A L E N. 250400 D U R.F R C. 1.25 SPACING 24.0" TYPE gob I Job:(13647_G) RICH PROP. SAVANNA CLUB - GARAGE / HJ7 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SUB -FASCIA BERM ASSUMPTIONS: 4-4-11 SUB-FRSCIA BEAM 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 LORD. 4BI l l'8-11 W2X3 3.54 p2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 110 MPH WIND, 9.83 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL - 5.0 PSF, WIND BC OL o 5.0 PSF. THE FOLLOWING TRUSSES NEED CONCENTRATED LORDS AT THE END OF THEIR OVERHANGS: 3-0 0 SPAN/SETBACK MEMBER ON THE 0-0-8 CANT SIDE REQUIRES 24 LBS AND THE 3-0-0 SPRN/SETBACK 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-B CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 9'(0-1 �0-3300 NAILED W2.5X4 m N T m 1'LO-10 9'10-1 9'10-1 Rv-390# U-477# W-11-5 Rv-336# U-290# NAILED LEFT RAKE = 1'11"9 LEFT JIG = 10'4'4 RIGHT JIG = 11'9`11 DESC. = HJ7 SEO = 23D74 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 4 . TOTAL= 4 REV. 19.5a SCALE =0.6572 ST. LUCIE TRUSS CORP ■■W N N ■• U U X M N N HANDLING, SHIPPING, 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'ONOFRIO OR.: SUITE 200, MADISON WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 1NOICATED , TOP CHORD SHALL HAVE TC DL 7 0 PSF DATE 09 -06 -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 D L 10.0 PSF DESIGNED BY: ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIRTION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, ST. LUCIE TRUSS CORP HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC L L 0.0 PSF f10331 LENNRRD ROAD PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDP.E. #17455ST. 37.0 LUCIE FL 34952 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR40 GRLV. STEE TOT.LD. PSF 0/R LEN. .91013 ONE (561) 335-3207 EXCEPT RS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON REAL C5t 335-3209 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE ON THIS DARNING INDICATER DUR.FRC. 1 25AIL sltrussOmsn'.com ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING ' 1. ST LENNRRD LORD PT. ST. LUCIE FL 34952 SPACING Fl IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. See above TYPE I _ CCIG lob: (13647_G) RICH PROP. SAVANNA CLUB - GARAGE / EJ7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TOP CHORD 2x4 SP 42 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LC SOT CHORD 2x4 SP #2 FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. m W2X4(RI) T L 1'4- Rv-3630 U-2421 W-8- 7 180# NAILED Rv-730 U-1800 NAILED T LEFT RAKE = 1'5"5 LEFT JIG = 7'8"10 RIGHT JIG = 8'5"6 DESC. = EJ7 SEO = 23080 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 30 TOTAL= 30 REV. 19.5a SCALE=0.9245 ST. LUCIE TRUSS CORP +N-W N N +-U U EXTREME N N H N L JSHIPPING, 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. 533191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE TC DL 7 • O PSF DATE 09 -06 -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 CONTRRCTOR. REGISTERED ENGINEER BC DL 10. 0 PSF DESIGNED BY: ALPINE ENGINEEREO 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 PSF ST. LUCIE TRUSS CORP 10331 LENNRRD ROAD HANDLING, SHIPPING, INSTALLING AND BRRCING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND P.E. #17 455 •.0 3 7 O 7 PT. ST. LUCIE FL 34952 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MROE OF 20GA RSTM R653 GR40 GRLV. STEELT 0 T. L D. . P S F 0 / A L E N. PHONE C561) 335-3207 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 SERL ON THIS DRAWING INDICRTE 1 FAX (561) 335 3209 TRUSS COMPONENT OUR. F R C. E-MAIL sltrussOmsn.COm ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING ' 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 SPACING 24.0" TYPE e jock IS THE RESPONSIBILITY OF THE BUILOINCOESIGNER PER ANSI/TPI 1-1995 SECTION 2. lob:C13647_G) RICH PROP. SAVANNA CLUB - GARAGE / TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 %4(R1) Rv-294# U-2I00 W-8- THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 4.5( FROM ROOF EDGE. WIND TC OL - 5.0 PSF, WIND BC OL-- 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. Rw10911 U-IBD# NAILED Rv-48# U-1809 NAILED LEFT RAKE = 1'5"5 LEFT JIG = 5'6"11 RIGHT JIG = 6'5"7 DESC. = CJ5 SEO = 23082 PLT. TYP.-WAVE_T.PI95 TPI(STD) OTY= 8 TOTAL= 8 REV. 19.5a SCALE=1.2164 ST. LUCIE TRUSS CORP - 331 LENNRRO ROAD ST. LUCIE FL 34952 ONE (561) 335-3207 FAX C561) 335-3209 fE-MRILsltruss()msn.cam RNINSTALLING 0 BRACING. REFER TO HNU-s TRUSSES IB-9I (HANDLING INSTALLING RND BRACING]N PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR ..: SUITE 200, MADISONI WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICRTED , TOP CHORD SHALL HRVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. - IMPORTRNT■UN FURNSH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. TS, NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE ENGINEERED PRODUCI DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. ❑ESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICRN FOREST AND PAPER RSSOCIRTION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM AGS3 GR40 GRLV. STEELTOT.LD. 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 INDICATE ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT RNSI/TPA 1-1995RSECTION 2JILDING IISSTHE RESPONSIBILITYIOFBTHETBUILDINGEDESIGNER COMPONENT JOHN CLRRK WEBER STATE OF FLORIDA REGISTERED ENGINEER P.E. #17 455 10331 LENNRRO ROAD PT. ST. LUCIE FL 34952 TC LL 20.0 PSF TC DL 7.0 PSF BC D L 10.0 PSF BC L L 0.0 P S F 37 • PSF REF DATE 09 -06 -2001 DESIGNED B Y : ST. LUCIE TRUSS CORP O/A LEN. 5 OUR. F R C. 1 . 2 S SPACING 21 . 0 " TYPElack P.-SAVANNA CLUB - GARAGE / CJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FI ROM TRUSS MFR'S LAYOUT Job: (13647_G) RI( TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 l'4- Rv-233tl U-I850 W-8- 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 3' 3' Rv-23tl U-IBOtl NRILEU Rv-470 U-100, NRILED LEFT RAKE = 1 ' 5 ••5 LEFT JIG CJ3 4"12 RIGHT JIG = 4'5"7 SEO = 23076 PLT. TYP.-WRVE_TPI95 TPI(STO) OTY= 8 TOTAL= 8 REV. 19.5a SCALE=1.7753 ST. LUCIE TRUSS CORP PPING INSTALLING ANDRBRACING. REFER TO HIB-91X(HANDLING . INSTALLING AND BRACING) TREME CARE IN FABRICATING, N PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR.: SUITE 200, MADISON, WI" 53319) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE. FUNCTIONS" UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. ■•IMPORTANT■• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIRTION FROM THIS JOHN CLRRK WEBER STATE OF FLORIDA REGISTERED ENGINEER TC LL 20.0 PSF TC DL 7 , PSF B C D L 1 PSF REF DATE 09-06-2001 DESIGNED BY: 10ST. LENNRRF ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3209 FRX (5617 335-3209 E-MAIL 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 OFF 20GATHE AREPUBLISHED ALPINESPECIFICATION RSTMEA653NGR440FOREST PAPERSIONS ASSOCDF NOS IATION) '(NATIONAL DESIGN GALVNOSTEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE REAL ON THIS 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. #17455 10331 LENNRRO ROAD PT. ST. LUCIE FL 34952 BC L L 0 - 0 PSF TOT.LD. t 3 PSF ST. LUCIE TRUSS CORP O/A LEN. 3 OUR. FR C. 1.25 SPACING 24.0 TYPE jack ob*(13647_G) RICH PROP. SAVAN TOP -CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 I - GARAGE / C. THIS OWG.'PREPRREO BY THE ALPINE JOB DESIGNER PROGRAM F 110 MPH WIND, 15.00 FT MEAN HGT, !BC, ENCLOSED BLDG, LC WIND TC OL = 5.0 PSF, WINO BC DL 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. I I.. v 1. Rv-2450 U-257# W-8' - Rlr-®W 111-1181Q# NBIIIM . ROM TRUSS MFR'S LAYOUT CRTED ANYWHERE IN ROOF, LEFT RAKE = 1'5"5 LEFT JIG CJ1 3' DESCSEO PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 8 TOTAL= 8. REV. 19.5a RIGHT JIG = 2'5"8 = 23078 SCALE=2.9236 ST. LUCIE TRUSS CORP 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 PHONE (561) 335-3207 FRX (561) 335-3209 E-MAIL sltr�ss®msn.com' .. TRUSSES REOUIRE EXTREME CARE IN SHIPPING INSTALLING RND BRACING. REFER TO HIB-91 (HRNOLING INSTALLING AND BRRCING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR.: SUITE 200, MADISON, WI. 5377191 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. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS )ESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING, HRNOLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM R653 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 SEAL ON THIS DRAWING INDICATE 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 1-1395 SECTION 2. JOHN CLARK WEBER STATE OF FLORIOR REGISTERED ENGINEER P.E. #17 455 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 TC TC BC B C T O LL DL D L L L T.L D. 20.0 PSF 7.0 PSF 10.0 PSF O.O PSF 3 7 . PSF REF - DATE 09 -06 -2001 DESIGNED BY: ST. LUCIE TRUSS CORP O / A L E N. j D U R.F R C . 1 . 2 5 SPACING 2 4.0 " TYPE a c k ob:(13647_G) RICH PROP. SAVANNA CLUB - GARAGE / TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LC FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AN L/240.00 TOTAL LORD. z•s- s' z s 2.6 S MFR'S LAYOUT 12' LEFT JIG = 2'8"8 RIGHT JIG = 2'8'8 DESC. = V5 SEO = 23117 PLT. TYP.-WRVE_TPI95 TPI(STD) OTY= 4 TOTAL= 4 REV.. 19.5a SCALE=1.5408 ST. LUCIE TRUSS CORP RND TREME CARE IN FABRICATING, HANDLING, SHIPPING INSTRLLING BRRCING.TRUSSES REQUIRE REFER TO HIS -91X(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 7.0 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE PROPERLY RTTRCHEO STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID STATE OF FLORIDA TC OL PSF DATE 09 -06 -2001 ' CEILING. •■IMPORTANT;• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. REGISTERED ENGINEER B C p L 10.0 PSF DESIGNED B Y ALPNE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESGN: ANY FAILURE TO.BUILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, I BC L L 0 0 PSF ST. LUCIE TRUSS CORP LENNRRO ROAD rPT.ST. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND P.E. #17 455 37.0 • S LUCIE FL 34952 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS RRE MADE OF 20GA RSTM R653 GR40 GRLV. STEEL TOT.LD. PSF O/A LEN. C561) 335-3207 EXCEPT AS NOTED. APPLY CONNECTORS TO ERCH FACE OF TRUSS RND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE BERL ON THIS DRAWING INDICATE 1.25 (561) 335-3209 ACCEPTANCE PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT 0UR.FRC. sltruss®msn.com OF DESIGN SHOWN. THE SUITRBILITY RNO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 SPACING 2 4 . 0 " --tTYPE V 0 1 IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. lob:(13647_G) RICH PROP. SAVANNA CLUB - GARAGE / V9 TOP CHORD 2x4 SP #2 . BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SEE DWG VALTRUSS0698 FOR VALLEY DETAILS. m 0 W2X4 (D U THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM ' 110 MPH WINO, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LO FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 4'6- 9' 4'6- 4'6- W2X3 N 8.50 m 0 12'0"1 R-74pir W-9 LEFT JIG = 4'10"B RIGHT JIG = 4'10"8 .DESC. = V9 SEO = 23119 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 4 TOTAL= 4 REV. 19.5o SCALE =0.8560 ST. LUCIE TRUSS CORP '`W N N •■ U U x n N HANDLING J� H N N LL N RN0 BRRCING. REFER TO HI8-91 CHRNOLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS JOHN CLARK WEBER TC LL 20. 0 PSF REF PLATE INSTITUTE. 583 O'ONOFRIO DR.: SUITE 200, MADISON, WI. 53�191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE TC DL 7.0 PSF DATE 09-06-2001 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID STATE OF FLORIDA CEILING. ■■IMPORTANT■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRRCTOR: REGISTERED ENGINEER BC DL, 10.0 PSF DESIGNED BY: I . RLPNE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESGN: ANY FAILURE TO BUILD THE TRUSSES IN CDNFORMRNCE WITH TPI: OR FABRICATING, 0 O ST. LUCIE TRUSS CORP HANDLING, SHIPPING, INSTRLLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC L L • P S F 10331 LENNARO RORO PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND P.E. #17 455 3 7 O 9 PT. ST. LUCIE FL 34952 PAPER ASSOCIATION) AND TPI. RLPINE CONNECTORS ARE MADE OF 20GR ASTM R653 GR40 GRLV. STEELT 0 T.L D. . PSF 0 / A L E N. PHONE (561) 335-32D7 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 INDICATE 1 5 FAX (561) 335 3209 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRUSS COMPONENT OUR. F R C. E-MAIL sltruss®msn.c0m DESIGN SHOWN. THE SUITABILITY FIND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING + LLUCIE LORD IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. . ST PT. ST. LUCIE FL 34952 SPACING 24.0" TYPE vn lob: (13647_G) RICH PROP. SAVANNA CLUB - GARAGE / V13 THIS DWG. PREPARED BY THE RLPINE JOB DESIGNER PROGRAM FROM ' TOP CHORD 2x4 SP #2 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LC BOT CHORD 2x4 SP #2 FROM ROOF EDGE. WINO TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF. WEBS 2x4 SP #3' DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. m m N W2X4(O1) W2X3 R•74plF W-13' 11'2-1 LEFT JIG = 7'0"8 OESC. = V13 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 4 TOTAL= 4 REV. 19.5a RIGHT JIG = 7'0"8 SEO = 23121 SCALE=0.5926 ST. LUCIE TRUSS CORP ••W N N •• U U EXTREME N N H N L N SHIPPING RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) , PUBLISHED PY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO OR.: SUITE 200, MADISON, WI. 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED., TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. I' RLPNE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS JOHN CLRRK WEBER STATE OF FLORIDA REGISTERED ENGINEER TC LL TC DL BC D L 20.0 7.0 10.0 PSF PSF PSF REF DATE 09-06-2001 DESIGNED BY: . DESGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC L L 0.0 P S F ST. LUCIE TRUSS CORP 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 PHONE (5611 335-3207 FAX (ltr 335 3.co E-MAIL sltrUss®msn.com PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. RLPINE CONNECTORS ARE MADE OF 20GR RSTM R653 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 SEAL ON THIS DRAWING INDICATE 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. #17 455 . ST LENNARD ROAD PT. ST. LUCIE FL 34952 TOT.LD. ` 37 .0 PSF O/A LEN. 13 D U R.F R C. 1.25 SPACING 24.0" TYPE VC] Job:(13647_G) RICH PROP. SRVRNNR CLUB - GARAGE / V21 TOP CHORD 2x4 SP'#2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SEE DWGS S11015EN0699 & GBLLETIN0699 FOR MORE REOUIREMENTS. SEE DWG VRLTRUSS0699 FOR VALLEY DETAILS. m W2) THIS OWG. PREPRRED BY THE RLPINE JOB DESIGNER PROGRRM F 11.0 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LC WIND TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF. ALL PLATES ARE W2X3 EXCEPT AS NOTED. DEFLECTION MEETS L/360.00 LIVE FIND L/240.00 TOTAL LORD. R-74pIP W-21' IT OOF, LEFT JIG = 11'4"8 RIGHT JIG = 11'4"8 DESC. = V21 SEO = 23127 PLT. TYP.-WAVE_TPI95 TPI(STD) OTY= 4 TOTRL= 4 REV. 19.5o SCALE=0.3669 ST. LUCIE TRUSS CORP ■■W N N •■ U U X M N R N HRN L N J� SHIPPING N LL N RND BRRCING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) , YUBLISHE❑ BY TPI (TRUSS 'JOHN CLARK WEBER TC LL 20.0 PSF REF PLATE INSTITUTE. 583 O'ONOFRIO DR.: SUITE 200, MADISON, WI. 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE TC DL 7.0 PSF DATE 09-06-2001 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 FLORIDA REGISTERED ENGINEER BC D L 10.0 PSF DESIGNED BY: .DESIGN: 331 LENNRRD ROAD ST. LUCIE FL 34952 ONE C561) 335-.3207 X (5611 335 3209 fE-MAILsltruss®msn.com 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 ASTM S653 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 REAL 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 55 L0331 LENNRRO ROAD PT. ST. LUCIE FL 34952 BC L L O.O PSF TOT.LD. 37.0 PSF ST. LUCIE TRUSS CORP O/A LEN. 21 OUR. F R C. 1.25 SPACING 2 4.0 " TYPE V a 1 lob:(13647_G) RICH PROP. SAVANNA CLUB - GRRR TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SEE OWG VALTRUSS0699 FOR VALLEY DETAILS. BIG- YSXs THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 4.51 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. R-74pIF W-17' �10' 4"11 LEFT JIG = 9'2"8 DESC. = V17 PLT. TYP.-WRVE_TPI9S TPI(STD) OTY= 4 TOTAL= 4 REV. 19.5a RIGHT JIG = 9'2"8 SEO = 23123 SCALE=0.4532 ST. LUCIE TRUSS CORP ■N*W N N ■■ U U X M N N H N L N , H N N LL N AND BRRCING. REFER TO HIB-91 '(HRNOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR.: SUITE 200, MADISON, WI. 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED , TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT■• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREO PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIRTION FROM THIS JOHN CLARK WEBER STATE OF FLORIDA REGISTERED ENGINEER TC TC BC LL DL DL 20.0 7.0 10.0 PSF PSF PSF REF DATE 09 -06 -2001 DESIGNED BY: 10331 LENNRRD RORO PT. ST. 'LUCIE FL 34952 PHONE (561) 335-3207 FAX (561) 335 3209 E-MAIL sltrussOmsn.cam 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 GR4O 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 kAL 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. P.E. #17 455 10331 LENNRRD ROAD PT. ST. LUCIE FL 34952 BC TOT.LD. L L 0 - 0 P S F 37. 0 PSF ST. LUCIE TRUSS CORP O/A LEN. 17 OUR. FR C. 1.25 SP RC I NG 24. 0" ITYPE v 0 1 i 61G15-31.003 Design of Structures Utilizing Prefabricated Wood Components. (1) Apportionment of responsibilities between Structural Engineer of Record (Building Designer) and Delegated Engineer (Truss Designer) shall be as set forth in Chapter 2 of ANSI/TPI 1-1995. (2) In the case of a truss design package, a cover or index sheet may be signed and sealed in lieu of signing and sealing each individual sheet, provided that the cover or index sheet contains the following information: (a) The name, address and license number of the Engineer of Record for the truss design package. (b) Identification of the project, name of the authority having jurisdiction (City, County), the loads, and the name and date of the applicable building code that the truss design is intended to meet and all loads imposed on the structure. (c) Truss engineering design criteria with full identification of the source of the criteria. The source will be either the Engineer of Record (if there is an Engineer of Record for the structural engineering documents), or the engineer employed by the truss manufacturer. If there is an Engineer of Record for the structural engineering documents, that engineer shall be identified with his/her name; license number and address, along with a checkmark to ensure that the drawings have been reviewed as required by Rule 61G15-30.006(3). (d) A truss layout plan by the Engineer of Record showing the location and designation. of each component. (e) Identification of the computer program used for engineering the trusses. (f) An index of the attached drawings. The naming and numbering system utilized for the drawings shall be clear as to how many drawings there are in the set and the date of each of these drawings. (g) Each of the drawings in the package shall bear a title block bearing the printed name, address, and license number of the Engineer of Record for the truss design, and the date of the drawing. Specific Authority 471.033(2), 471.008 FS. Law Implemented 471.033(1)(g) FS. History —New 1-26-93, Formerly 21 H-31.003, Amended 6-16-99.3-22-01.