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�f9• `Il' Date: 2/27/04 Morris A. Shashoua, P.E. Maurice A. Shashoua, P.E., Inc. 1908 NW 112 Avenue Coral Springs, Fl. 33071 (954) 753-1988 License Nos. EB5251 & 19554 Atlantic Truss Co. Inc. Job NO: ATLAN Customer: ATLANTIC TRUSS Address or ATLANTIC TRUSS Lot/Block Section or Subdivision: City or County: FORT PIERCE, FL Building Code: Florida Building Code, 2001 Chapter 2319.17-2 Loads in P.S.F. (Unless Otherwise Noted): Top Chord Live Top Chord Dead Bottom Chord Live Bottom Chord Dead TOTAL Duration Factor Wind Speed Architect / Engineer of Record Name: KUHNS ENGINEERING CORP Address: 825 PARKWAY ST., STE. #12 JUPITER, FL 33477 Lic.#: PE#15406 EB#3289 ROOF FLOOR 30 40 15 20 0 0 10 5 55 65 1.33 1.00 140 MPH Computer Program Used ALPINE 6.39 This package includes a Truss Index Sheet and 33 truss drawings, together with the attached index of the Truss System design drawings. I hereby certify that this serves as a cover sheet in accordance with Chapter 61 G15-31.003 of the Florida Board of Professional Regulations. Furthermore, the responsibility of the undersigned is solely limited to the design of the truss components shown. The suitability and use of these trusses for any building is the ....uuu.— Respectful : S'- •��� P �'%r� � , Q9 p ; = 0.19 = Morris Ay Maurice tf., P B,. �IIQ License Nos!'i .1' ED ���uuuuuu" NIAR 0 2 2004 u .-Bearing Information Layout #: ATLANTIC Atlantic Truss Company Plan #: Date: 02/27/2004 850 NW 61st Street Job Info: Fort Lauderdale, Florida 33309 ATLANTIC TRUSS OFFICE Phone: (954) 491-3310 Fax: (954) 941-8237 Builder: ATLANTIC TRUSS Salesman: WALK IN Pro >. a Qty. P ys Span Desc. Seq. Brg# Reaction Up 3- t 18 1 50' T7 1. 1517.07 726.00 2. 2935.92 726.00 3. 2906.69 728.00 -� _-__________________________________________________________________________________________________________________________ 23099 4. 1457.96 653.00 2 1 50' T8 1. 1515.54 726.00 2. 2936.43 726.00 3. 2921.79 727.00 23103 4. 1263.26 442.00 6 1 461 T9 1. 1563.01 711.00 2. 2888.89 711.00 3. 2565.37 600.00 _____________________________________________________________________________________________________________________________ 23106 4. 1178.01 383.00 2 1 50' T6 1. 2929.71 1372.00 23436 2. 2929.71 1372.00 1 1 50' T5 1. 2929.71 1374.00 _____________________________________________________________________________________________________________ 23444 2. 2929.71 1374.00 1 1 50' T10 1. 3129.90 1576.00 ____________________________________________________________________________________________________________________________ 23621 2. 2917.52 1359.00 1 1 50, T11 1. 3129.90 1577.00 _---- --------------------------------------------------------------------------------------------- 23594 2. 2917.53 1361.00 1 1 50, T4 1. __________________________ 2929.71 1375.00 __---- ________________________________________________________________________________________________________________________ 23454 2. 2929.71 1375.00 1 1 50' T3 1. 2929.71 2377.00 ------------------------------------------------------------------------------------------------------------- 23459 2. 2929.71 1377.00 1 1 50, T12 1. 3129.90 1579.00 ____________________________________________________________________________________________________________________________ 23601 2. 2917.52 1363.00 1 1 50' T13 1. 3129.90 1581.00 ____________________________________________________________________________________________________________________________ 23606 2. 2917.52 1364.00 1 1 50' T2 1. 2929.71 1379.00 23475 2. 2929.71 1379.00 1 1 50' T14 1. 2929.71 1380.00 ______________________________________________________________________________________________________________________________ 23480 2. 2929.71 1380.00 1 1 50' Ti 1. 3129.90 1582.00 23620 2. 2917.52 1366.00 y-___-------- _______________________________________________________________________________________________________________ 1 3 50' HG1 1. 9636.96 6710.00 ____________________________________________________________________________________________________________________________ 23634 2. 9423.13 6577.00 ,4 1 3 50' HG2 1. 9436.77 6586.00 ----- -______________________________________________________________________________________________________________________ 23547 2. 9435.32 6595.00 1 1 14' GEL 1. 948.58 636.00 23556 2. 948.58 636.00 1 1 14, T15 1. 770.00 430.00 • 23559 2. 770.00 430.00 2 1 13'4" T16 1. 733.33 426.00 _______________________________________________________________________________________________________________ 23562 2. 733.33 426.00 4 1 15'6"11 C11 1. 1508.62 1705.00 . 23518 2. 2204.91 1780.00 PAGE 1 Bearing Information Layout #: ATLANTIC Atlantic Truss Company Plan #: v Date: 02/27/2004 850 NW 61st Street Job Info: Fort Lauderdale, Florida 33309 ATLANTIC TRUSS OFFICE Phone: (954) 491-3310 Fax: (954) 941-8237 Builder: ATLANTIC TRUSS Salesman: WALK IN Profs a Qty. P ys Span Desc. Seq.# Brg# Reaction Up 3ft 30 1 11' J11 1. 815.06 585.00 ------- _________________________________________________________________________________________________________________________ 23489 2. 573.52 465.00 1 1 9' E9A 1. 974.21 873.00 2. 179.08 191.00 _________________________________________________________________________________________________________________ 23639 3. 204.45 201.00 7 1 9' E9 1. 2. 709.52 295.54 533.00 232.00 ----------------------------------------------------------------------------------------------------------------- 23495 3. 163.54 180.00 1 1 7' MA 1. 892.66 856.00 2. 37.96 180.00 ------- _______________________________________________________________________________________________________________________ 28504 3. 207.11 239.00 7 1 7' E7 1. 606.60 485.00 2. 103.15 180.00 ------- ________________________________________________________________________________________________________________________ 23501 3. 238.85 221.00 8 1 5' ES 1. 2. 509.60 47.28 446.00 180.00 ------------------------------------------------------------------------------------------------------------------- 23504 3. 171.72 181.00 8 1 3' E3 1. 431.28 434.00 2. 16.02 180.00 ------- _________-______________________________________________________________________________________________________________ 23507 3. 61.30 180.00 8 1 3' E1 1. 514.71 661.00 . 2. 36.99 180.00 _____________________________________________________________________________________________________________________________ 23510 3. 320.88 180.00 ® 1 1 4' V1 1. 440.00 180.00 23565 2 1 2' MV1 1. 220.00 180.00 ---------------------------------------------------------------------------------------------------------------------------- 23568 J00 • LM I LnP1 1 I L.J n I LTHN I I L - TOP CHORD 2u4 SP #L Dense SOT CHORD 2x4 SP #2 N 2X4 (D 1)T 0 =JIG - 2'2" Tr 140 MPH WIND, 11.25yFT MEAN HGT'GASCE 7-98,, CLOSED BLDG,u NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WINO TCOL-5.0 PSF, WIND SCOL-5.0 PSF. SEE DWG VALTRUSS1001 FOR VALLEY DETAILS. 12 5 p T1 T T 0 0 10'8"3 lz 2' IRv=?IOp i f L1 100 I f . W-2' MORRIS A. SHASI 1908 NW 112, CORAL SPRINGS, P.E. E MAR u 2 2004 J71 RIGHT JIG 1'4" ra, TnTAI _ S) .•%%kUNnf{LI`ILIT74.. aGv a vq n7ia " QrAi G _23�G -- ....._._..I---...- _.,...�..� _-._ ..........._......_ T . ;iU . U sh� REF AND BRACING. REFER TO HIB-SL (HANDLING INSTALLING AND RACING ) UBLISHEO Y ( $• M H C LL P PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 537191 FOR SAFETY BS` ro. S PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6THERWISE I oics EO TOP CHORD S L�B "\ �%` �� TC OL 15..0 Sf ORTE 09-09-2003 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY A 11@ 0' I •9 i P GOm' R CEILING. --IMPORTANT-- FURNISH fl COPY OF THIS DESIGN TO THE INSTALLATION iggCT BC DL 1 0 . O S F ORWG �_`� ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION fi@��1YP. T� r 1Tr DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH iPi: OR FABRIC I YY 55a '�a O HANDLING SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WI WICA 1 D C = BC LL 0 . Ops f IMJ TT PROVISIOAS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICRN REMAND A�G r : w� T0T.L0• 55.0 Sf 0/B LEN. 2 A1• �• PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH R653 Gft GAL' T ST h G O Non: (45+1 as-xno NS (v+)•+,-ter, THCSOES[GNOTPOSIT[ONLCONNECTOR9RPER OHPV[NGSCfiBOOFA-Z. THE S L ON STM �sHOE � LOCA fl �� ouR.PRc. 1 .33 ' �� ACCEPTANCE EF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CO DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR B ` SL SPR((.ING a24.0" TYPE vo I Alta 850 NW 61st ST. FT. LAUDERDALE, FL 33309 PH# (954) 491-3310 Fax# (54) 491-8237 DATE: LAYOUT NO: DESIGNER: 2/27/04 ATLANTIC L JOSEPH ENGINEERING PACKAGE BUILDING DEPT. (SEALED) OFFICE (UNSEALED) ❑JOBSITE (UNSEALED) CONTRACTOR MODEL: ELEVATION: LOT/BLOCK: SUBDIVISION: CITY/COUNTY: HANGERS A LUS 26 B HUS 26 26 C HHUS 26-2 D HUS 28 E HHUS 28-2 F HGUS 28-3 G SUR/L 26 RIGHT T H HSUR/L 26-2 -HT ffIG LEFT I THASR/L 218 RIGHT J I HSUR/L 414 G T LE FT K THJA 26 4 ATLANTIC TRUSS. ATLANTIC TRUSS ROOF FT. PIERCE, FL u Ai JOB # ATLANTIC CONTRACTOR MODEL ELEVATION LOT/BLOCK SUBDIVISION CITY/COUNTY ATLANTIC TRUSS ATLANTIC TRUSS ROOF FT. PIERCE, FL ENGINEERING DETAIL INDEX �X 11'-0" CORNER SET ❑ 7'-0" CORNER SET 1-1 5'-0" CORNER SET �X STANDARD ROOF VALLEY DETAIL F-1- PIGGYBACK CONNECTION DETAIL STANDARD FALSE BOTTOM DETAIL STANDARD GABLE END DETAIL DROPPED GABLE END DETAIL ❑X STANDARD LATERAL WEB BRACING ®attention! PERSONAI.SAFETYISINVOLVED! When you see this symbol - BECOME ALERT - HEED ITS —� MESSAGE.: CAUTION: A HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED. WOOD TRUSSES® It is the responsibility or the installer (builder, building contractor licensed contractor, erector or erection contractor) to properly receive, unload, store, handle install and brace metal plate connected wood trusses to protect lire and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPtdoesnot intend these recommendations to be interpreted as superiortothe projectArchhecrs or Engineer's design specif ication for handling, installing and bracing wood lrussesfor a particularroof orfloor.These recommendations are based upon the collective experience of leading technical contractor, erector or erection contractor is ad- vised to obtain and read the entire booklet *Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB-910 from the Truss Plate Institute. DANGER %;`A DANGER designates. a •condition: Awhere fallure to folltiwlosfructiops or heed warn ing will most likely resuR In'serious personal injury or death or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onotrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 personnel Inthewoodtruss industry,butmust, duetothe nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer.Thus, theTruss Plate Institute, Inc. expressly disclaimsany responsibility fordamages arising fromthe use; application or relianceonthe recommendations and information contained herein by building designers, installers, and others. Copyright ®by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections ®should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS;STOfiAGE, „r 'CAUTION: Tiusses should`:.not. be unloaded on rough terra[n or uneven surfaces which could cause damage to the truss. Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. Trusses stored vertically should be braced to prevent toppling or tipping. Frame 1 nately Approximately\ Tag %: length truss length Line Truss spans less than 30'. Li (ttir Approximately 1 Less than or equal to 60, the truss top chord with a closed -I( attachment utilizing materials such slings, chains, cables, nylon strappi Toe In etc. of sufficient strength to carry weight of the truss. Each truss should set in proper position per the build designer's framing plan and held N the lifting device until the ends of ' truss are securely fastened and teml rary bracing Is Installed. Tag Line r. ..:" }y F9Wi t < Y..tlF e.xL. t ♦ nz.e->..�Ga^".r �.::K. WARNING:.. Do not attach cables, chains,'or WARNING: Do ot itictsingietrusses with spans hooks to the web members.-.-,£� greater than 30 by the peak / I Or Tag Apprc Line '1 truf Spreader Toe In Spreader Bar Toe In Tag Line At or abom mid -height Less than or equal to 60' \ Line foe Greater than 60' CAUTION: Temporary bracing shown In this summary sheet is adequate for the Installation of Atrusses with similar configurations,.Consult a -registered professional, engtneer,if a;,differenf bracing arrangement is desired. The engineer, may, design. bracing in*accordance with.TPl's Recommended Design Specification for „Temporary, Bracing. of Metal Plate Connected Wood, Trusses, DS8 89, and in some cases determine ihat`a wider spacing is possible `.': xGROUND BRACING BUILDING INTERIOR,# GROUND BRACING 'BUiLDING;E. G Lund brace Note: 2n4f Ground Ground brace verti.1(Go ) Backup ground stake Typtral vertical End W.a anachment plan Blocking 'A �.�7�:^. Ground Brace r verticale(GBy) # (s7) erNen / 1 Typlud horizonW tle member with wrd WYe� ` multiple atokea(HY) ee of b of Imo Frame 2 12 . 4orgreater 10 OF- Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruco-Pine-Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. I I War Greater Attacl Requ T 0 da"nal are laterally bininceil can buckle U�p �14craril c....'J. thierni .. dr.,o nal bi Diagonal bracing nh..Id be nulled to the u.d.Wd. of th.top chord when purline are attached to the topelde of the top chord, WARNING: Failure to follow these recommendations could result In:.,. A, A severe personal injury or damage to trusses. or buildings., -. ..... M . A .. P I Trt C: .01MER"EN"C'E' k� U IM 'S OF KAP.ni Up to 28' 2.5 7' 17 12 Over 28"im 42' 3.0 6' 9 6 Over 42'- 60'. 3.0 61 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir Continuous Top Chord Lateral Brace Required I 10'orGreater Attachment Required SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Top chi thel are laterally bnii-�=!. b tgther.nd cinneccoll.p. Uff 50 d5l� nilbrii.Ing. Dr. Id A b.�Pc Diagonal ding = iu;l'� try t.tb.und..hh?cnthe Zp.1c`:d , are attached to the lopolde of the top chord Frame 3 12 ------ 1 4 or greater BO7�OMCHOitt11. ` r `ti s. MINIMUW1 tiH0T70M CYiGRU TER/tLHfFACE -DIAGONACBRACE s SPACIND SPAN7+� PITON `' SPACING{LH�t r' '' # Vusses �° { I.r.Y Y ..-... <. a Up to 32' 4/12 15' 20 15 Over 32' - 46' 4/12 15' 1 1 7 Over 46' - 60' 4/12 15' 6 1 -4 Over 60' 1 See a registered professional engineer DF-Douglas Fir -Larch SP-Southern Pine HF-Hem-Fir _ SPF-Spruce-Pine-Fir All lateral braces lapped at least 2 trusses. hord iagonal ng loas top diag onal and a bracing. t each end of the buildingand at same pacing P 9 g• rat "r B4OTfO1Vl GOR< �LI1�J r WARNING Fallure tofolio wtheserecommendationscould result In severe personal Injury or damage to trusses or buildings. Cross bracing repeated at each end of the building and at 20' Intervals. _ 10 Permanent as continuous >w-W - - - lateral bracing asspecitied,bythe 4s° truss,.engineering. Frame 4 4x2`PARgLLEL`'CH0R© Tfil7$$ TOP C� 10�1C) e FRq,,rhd Topchorda that are laterally braced an buckle togetherand auueolisp. Jtheelew dtago- nalbracing. Diagonal bfadrp should he nailed to the underside of the top chord when putlins are attached to the topolde of the top chord. Frame 5 12 Over 54' 1 See a registered professional engineer )F - Douglas Fir -Larch SP - Southern Pine IF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. � Top chords that are laterally braced can buckle to,,alber and ca use collapse, it there 19 no dia go- nalbrach,,., Diagonalbracing should be nailed to the underside of the tal, chord when purlins, are attached to the topside of the top chord. der' All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10* or Greater I e t r o mendatiprispottldrepultin.,. ma e to trusses or buildings. personal injury or de AF, WARNING:.Failur tofoll severe pers �. - . .. PLUMB Truss Depth Don) Lesser of DISO or Z' 12.1 114" 1 1 24" 112" 2' W 3/4" 31 48" In 4' 601, 1-1/4- S' 72' 1-1 2" 6' 84" 1-3/4" 7" 96" ?" § 108" _ 2' 9; Attachment Required - BOW Length LQn) ............. Tt Ui Lesser of L/200 or 2" IF Litt);`: 6TANDARD LAfiEfRAL WEE3 BRACING 11. iC — n Ali /\ l-,. SHALL BE CONNECTED TO A FIXED RIGID POINT OR X-BRACED AS NOTED ON THIS DETAIL. Ix4 OR 2x4 LATERAL BRACE PER TRUSS DESIGN WITH 2-I2d NAILS PER WEB FOR FORCES UP TO 4600 lbs. FORCES IN EXCESS OF 4600 Ibs. REQUIRES 2x6 03 OR BETTER TRUSSES Q 24" O.C. NAILING PATTERN T-BRACE SIZE' NAIL SIZE NAIL SPACING Ix4: I loci 8" O.G. 2x4 I 16d I 8" O.G. NOTE : NAIL ALONG ENTIRE LENGTH OF T-BRACE (EACH PLY) BRACE SAME GRADE AS WEB. NOTE : BRACE MUST BE 9096 THE LENGTH OF THE WEB. THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. MINIMUM GRADE OF LUMBER TPI-135 GRIT. T.C. REFER TO SEPARATE A67CE-1-98 / F5C2001 B.C. ENGINEERING DWG.S STR. INC.: 33% WEBS REP. STRESS : NO LOADING (PSF) L D TOP 30 15 BOTTOM 0 10 SPACING = 24" O.C. Gam" n tic At►.a'�' WEB SIZE I 1 1 2 1 2 1 1 2x4 I 2x4 2x4 12x4 I 2x4 1 2x8 12x812x8I2x812x81 s QP,.P�\FICgT OG :7 �tU NO.19554 grpTEOF �c b 30 31Fl1S -:mod V9961'ON y O a0 '����,•5,,`S% .... 'd \DO`�� NEIVNVH WHiW NOSdWIS 1�g1�V O'O „i7Z = 9NIOVds 01 0 W01109 51 OE clot C7 l (dsd) 9waVo-1 ON: 99ANIG *claN s93(11 0.6EE ' -ONI *Nis 9L:; CI VNI�:I33N19N3 -:99 l00ZO9d / 86-L3O9V 21VNVd39 O1 NAdB 1 -O.1 'i1N0 46-Idi N39WfYl dO 34'vz!iv WCIWINIW s WN(3 r)NIN33NIL7N3 31"Vd3s Ol NA=iaN si=inci l D 'gNoupv2N 's31V'ld NO3 '4V0'l 4NIM HdW mtrl NOd 43>I03HO N339 sVH NVI934 91HI ' MON 9(3NOHO W01109 4NV' � d01 d0 CN3 3H1 IV 9t Y 1110 -laAaG a-iGn04 NV-.ld 1N3W30V-ld lVUNVd 0 >IOVr N3NJ00 s>I:DVr NOWWOO 8 s>IOVr CIN3 lVOId 11 I I I� s�IVN-301 P91-V •• s>IOVr CIN3 S'1IVN-301 P91-Z + >IOVr ZI3N�00 s"11VN-301 p91-£ h 5TARDARD ROOF VALLEY DETAIL SUPPORTING TRUSSES SEE NOTE (a) STRAP im 48" O.C. SEE NOTE (c) --v,- NOTES : SUPPORTING TRUSSES A 24' O.C. MAX. (a) PROVIDE CONTINUOUS BRACING ON VERTICALS OVER V-3". CONNECT BRACING TO VETICALS 'ALLEY VALLEY W/2-8d NAILS AND BRACING MUST BE TIED RjSSES AREA TO A FIXED POINT AT EACH END. (b) MAX. SPACING FOR VERTICAL STUDS = 6-0-- ON TRUSSES WITH SPANS OVER 24'-0" THE VERTICAL SHOULD BE SPACED AT Fi'-O" O.C. MAX. (c) CONN. FOR WIND UPLIFT W/MINA 1/4", 16 GAUGE TWIST STRAP a 4'-0" INTERVALS PARTIAL PLACEMENT PLAN W/4-I0d NAILS EACH SIDE OF STRAP. MAX. 140 MPH WIND SPEED, 20'-0" MAX WALL HEIGHT. SUPPORTING TRUSS VALLEY TRUSSES o 24" O.C. MAX. 6" WEDGE NAILED TO TRUSS W/2-8d TOE NAILS OR BEVEL CUT BOTTOM CHORD OF VALLEY TRUSS. FOR PLATES, REACTIONS, 4 UPLIFS REFER TO SEPARATE ENGINEERING SHEETS. MINIMUM GRADE OF LUMBER TPI-95 GRIT. T.C. REFER TO SEPARATE ASCEI-98 / F5C2001 5.C' ENGINEERING DUGS STR. INC.: 339. WEBS REP. STRESS : NO LOADING (PSF) ,drapan L D Tcv TOP 30 15 BOTTOM 0 10 AtLarvt�a SPACING = 24" O.C. NOTE : PLYWOOD SHEATHING MAY BE EXTENDED BELOW VALLEY TRUSSES. PROVIDE OPENING FOR STRAPS TO CONNECT TO TRUSSES BELOW. ""'4,i �'�'s V�Q, 9007 . NO.19554 STATE OF i :2pR1I ell' 1E 1;G� Foil � 1 IN ACCORDANCE WITH SECTION 1707.3 OF THE FLORIDA BUILDING CODE, THE ALLOWABLE LOADS SHOWN IN THE TABLES ON THE PAGES TO FOLLOW ARE BASED UPON THE LOWEST: VALUE OF THE FOLLOWING: A) PER SECTION ' 1707.3.1.1 OF THE CODE, THE LOWEST ULTIMATE LOAD OF THREE HANGER TESTS DIVIDED BY A FACTOR OF SAFETY OF THREE WHEN TESTED IN ACCORDANCE WITH ASTM-D176, B) PER SECTION 1707.3.1.3 OF THE CODE. THE LOWEST LOAD OF THREE TESTS RECORED WHERE THE JOIST MOVEMENT'WITH RESPECT TO THE HEADER EQUALS X* DETERMINED FROM TESTING IN ACCORDANCE WITH ASTM-D1761. C) PER SECTION 1707.3.1.4 OF THE CODE, THE CALCULATED CAPACITY FOR' THE FASTENERS USED TO SECURE THE HANGER TO THE SUPPORTING MEMBER OF THE CONNECTION DETERMINED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997 EDITION USING WOOD WITH A MINIMUM SPECIFIC GRAVITY OF 0.55. 2. THE STEEL SHALL CONFORM TO THE REQUIREMENTS SHOWN ON IN THIS TABLE AND SHALL HAVE A HAVE A MINIMUM GALVANIZED COATING OF G60. 3. FA?TENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 4. ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED 33% FOR WIND LOADING WITH NO OTHER DURATION INCREASES ALLOWED. 5. ALLOWABLE DOWNLOADS HAVE NOT BEEN INCREASED BY ANY DUARATION FACTOR. MODEL NO. MATERIAL ASTM SPEC Fy Fu LUS 18 go A653FS 28 38 14 O A653C5 28 38 4 o A653CS 28 38 A6535S Gr4012 b o A653S5 Cr4o 416 o A653FS 28 38 14 0 . A653CS 26 38 16 o A65l56 6 40ip 42 56 THA 18.16.14 qq A653F5 28 38 MCKINNEY, TX 75069 IB: or C a........TAll loll ICU 011mR11 :.. JLLVYb l�G CS'kCCTLT5 LUs tins MODEL ALICE DIMENSIONS W I H 8 ' FASTENERS'. HEADER JOIST IALLOWASLE LOADS I UPLIFT I DOWN LUS24 18 1 9 16 3 1 8 1 3 4 4-I0d 2-10d 640 LUS24-2 18 3 1 8- 3 1-84 2" 4-16d 2-76d -1 765 LUS26 i8 9 16 4 3 4' 1 3 4 4-10d 4-10d 930 8J0 LU 2 -2 18 3 1 -- 4 7 8" 2" 4-16d 4-16d 1140 1000 LUS26-3, 18 4 5 4 1 8" '2' 4-16d 4-16d 1140 1000 LUS28 18 1 9 16" 6 5 8" 1 3 4 6-I0d T-10d 930 1055 LUS28-2 18 3 1 8" 7 2" - 6-I6d 4-16d 1140 1265 LU928-3 18 4' S 8" 6 1 4 2" 6-16d 4-16d 1140 1265 LUS210 18 1 9 16" 7 13 16 1 3 4 8-1 4-10d. 930 1275 LUS210-2 18 3 1' 8' 9" 2' 8-I 6-16d 1 1665 1765 LUS210- 18 4 5 8" 8 31164 2' 8-16dK-I 1665 1765 LUS214-2 18 3 1 8 10 15 16 2" 10-IBd 1710 2030 LUS38 18 2 9 16" 5 1 4" 2' 4-16d 1140 1000 LUS310 I8 2 9 16" 7 14- 2" 6-I6d 1 40 1265 LUS44 IS 33". 2" 4-16d - 765LUS46 18 16 4 J 4" . 2" 4-16d 1140. 1000 LUS48 I8 3 9 16 6 3 4 2" 6-I6d 1140 1265 LUS410 18 3 9 16 8 3 4 2" 8-16d 1665 1765 LUS414 18 3 9 16 103 4" 2" 10-16d 1665 2030 HUS26 16' 1 5 8" 15 1 8 3' 14-16d 6-16d 1215 2565 HUS26-2 14 3 1 8" 5 3 8" 2 4-I6d 4-16d 1080 100 HUS2 16 1 5 8 7 3 22-16d -16d 1800 HUS28-2 14 3 1 8 7 76 2 -1 d - f6d 1215 1505 HUS210 16 1 5 8" 9". 3 30-16d 10-16d 1765 US210-2 14. 3 1 8" 9 3 I6" 2" 8-16d 8-16d 2160 2010 HUS212-2 14 1 8 10 3 4 2 10- d 10-16 —4 2700 2510 HUS46 14 j 9 10 5" 2 4-i d --1 d 1080 1005 HUS46 14 3 9 16 6.15 16" 2 6-16d 6-16d 1215 1505 HUS410 14 3 9 16 8 15 16' 2". 8-16d 8-16d 2160. 2010 HU5412 14 3 9 16 10 1 2 2" 10-I6d 10-16 2700 2510 NOTES: 1. NAILS MUST BE DRIVEN AT AN ANGLE THROUGH THE JOIST OR TRUSS INTO THE HEADER TO ACHIEVE THE ALLOWABLE LOADS. HEADER JOIST DOUBLE SHEAR NAILING (REFER TO DETAIL A) LUS/HUS INSTALLATION HEADER HANGER- I (STRAIGHT) i JOIST NAILS J (ANGLED/DBL F SHEAR) D T___�AI _A (SEE NOTE 1 BELOW) Dote: ILA rx SI MPSON StrongTie s�•s LTHJA26 U.S. Parent 5,253,465 and other Patent Pending The LTHJA26 is the new lighter capacity version of the 'THJA26. The LTHJA26 is designed for, the common 8 foot hip girder setback Consult with truss engineer or refer to truss engineering for actual demand load information. MATERIAL: 18 gauge. FINISH: Galvanized. INSTALLATION: • Use all specified fasteners. See General. Notes. -.All multiple members most be fastened together to act as a single unit Typical • Should be attached to a double girder truss to allow LTHJA26 for code -required minimum nail penetration. Installation • With single 2x carrying members, use 10dxll/a' nails and use 0.67 of the table value. • For hip and jack combinations, distribute 75% of the total load to the hip member. • lOdxYh• nails must be installed into bottom of hip members through bottom ?TopVlow of hanger seat for table loads.OPTIONS: These hangers can not be modified.CODES: See page 8 for Code Listing Key Chart. Left Hand Hip Installation -1FL Top.View Right Hand Hip Installation 1.Uplift bads have been increased 331/6 and 60% for earthquake or wind loading 2.One 10dx134• nag must be Installed Into bottom. 3.For a 2-2x4 bottom chord, with no further in&ease allowed? reduce where other loads govern. of each hip member through bottom of hanger seal multiply the down load by 0.60. The versatile THJA26 can accommodate right or left hand hips, and' can be installed before or after the hip and jack Provides side flange support for the component with the heaviest load and can be used for some terminal hip conditions. MATERIAL: 14 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • All multiple. members must be fastened together to act as a single unit. Typical • Should be attached to a double girder truss to allow for THJA26 code -required minimum nail penetration. Installation • With single 2x carrying members, use 10dxll/i' nails and use of the table value.. • Distribute 75 % of the total load to the hip member. Powr OPTIONS, These hangers cannot be modified. CODES: See page 8 for Code Listing.. Top View Key Chart. Left Hand Hip Installation W'lTe NgflpNfl Potlir Top View Right Hand Hip Installation THJA26 U.S. Patent 5,253,465 wowioxi PoIM Top View Terminal. Hip without Center Common Jack f ZEN y l! {�A#c�YUs d`U`✓°�ry YI�xi`2,v�A�:zi { l 1614 L it e#f� `+£ :" Y 1 1 ��FM�� 111 11 11 1 Il Il 1{ 11 11 ®I ��MMMM�Mmm NMM l i l ®' ®' ®' rm' M 111 ill 1.16d sinkers (9 gat x 31W) may be substituted for the specified 3.For a 2-20 bottom chord, mukiply the down load by 0.50. 16d commons at 0.94 of the table load. 4. Uplift loads have been increased 33% and 60% for earthquake or wind loading 2.Combine hip and jack loads for total capacity (far terminal hip, with no further increase allowed; reduce where other loads govem. 110 add hip and jack loads then divide by two for each member). ' Job: IN I LHINI LLJ HILT TOP CHORD 2x9 SP #2 N BOT CHORD 2x4 SP K2 N 140 MPH WIND, 12.50 FT MEAN HGT RSCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP E, WINO TCOL-5.0 PSF, WINO BCOL-5.0 PSF. SEE OWG VALTRUSS1001 FOR VALLEY DETAILS. 3X4 5 p T r2 2X4 C011 T1 2X4 CO1) o Io 1 11'11"3 e 4. IF W=4' MORRIS A. SHASHOUA. P.E. �? 1908 NW 112 AVENUE MAR 0 2 2004 TAGTJIG5= 2'2" CORAL SPRINGS, FL33071 RIGHT JIG = 2'2" PLT. TYP.-WAVE TPI1995(STO1 1pIQS 1 3.1 TOTAL- 1 `WWVWVImwAINNT7"I,; REV. 6'.33.0716.23 SCALE-1.0000 --WflRNING-- TRUSSES REQUIRE E.M.M I NG MANGLINGj SNIPPING IN3,�J N ® F FiQSHOUq rc LL . 30.Opsf REF AND BRACING. REFER TO HIB-91 CHRNOLING INSTALLING AND ARACINGI PUBLISHEO AY IDS S• R� , PLATE INSTITUTE, 583 D'ONOFRID OR. SUITE 200 MflDISON, WI. 937I91 FOR SAFETY [gifl 69 'P.. TC OL 15.Opsf GATE 09-09-2003 PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6THERWISE INOICATEO TOP CHORDS L 1' ,� %• PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY R RSG7 Gdm' h CEILING. • IMPORTANT,- FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION C 7 �•,•' ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION TH L BC OL 1 0.0pS f ORWG ..0 DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRIC I �g554 9C LL 0. Opsf IMJ HANDLING, SHIPPING, INSTALLING AM BRACING OF TRUSSES. DESIGN CONFORMS WI$$ (eICR PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN F6REST ?lNO C F PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM F1653 Gfl4 GflLV� ST A•r`O [- Z TOT. LO. SS.O Sf Q/A LEN. 4 MYe: (aX1 AT3iL1 1.-��(asa).aNmn THISPOESIGNOTPOSITIONLCOCONNECTORS NECTORS PER DRAWINGSC L600FATZ. TRUSS THIS ORflVI�L000.IEflT F- (f�` '- ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CO $. OUR.FAC. 1.33 DESIGN SHOWN. THE SUITABILITYANDS AND USE OF THIS COMPONENT FOR ANY PARSICULflRSPACIgrTr NG 24.0" TYPE va • L_ n..�e� _. Job: LHILHNI I(:1 HILHNI IC - TOP CHORD.2x4 SP #1 Dense BOT CHORD 2x4 SP #2 N :Lt Noller SP Ripped: Rv--206# 1- 2' Rv-515 Rv--20# U-180# 2.0"9 Atla'�'''� TPI1995CSTD) MORRIS A. SHASHOUA, P.E. 1908 NW 112 AVENUE CORAL SPRINGS, FL33071 (954)753.1wpv_ _C NEGATIVE REACTIONS) OF -205# MAX. (SEE BELOW) FROM R NON -WINO LORD CASE REQUIRES UPLIFT CONNECTION. L40 MPH WINO, 9.64 FT MEAN HGT, RSCE 7-99 CLOSED SLOG LOCATED ANYWHERE IN ROOF, CRT II, EXP C, WINO TCOL-5.0 PSF, WIND BCOL-5.0 PSF. NAILED NAILED TOTAL- 8 3'11"7 3'4" M- u 2 2004 RIGHT JIG - 3'0"wil'I', ,Ul. 1444; REV. 9.33.0716.23 SCALE -1300i �Es } tCASL 1rSo �t�cA i�'•., NOAR %gSHOUA, FI(,qT,. �� •' ? 1955QG N� w- FL �,'.>f4 5t TC ILL 30.Opsf TC OIL 1S.OpSP 8C OIL 10.ORSF BC LL 0.OpsF TOT.LD. SS.O SF REF , DATE 09-09 ORWG IMJ O/R LEN. 1 DUR.FRC. 1.33 SPACING 24.0" TYPE lack Job:1HILHNIIL:1 HILHNTIC - TOP CHORD-2x4 SP #2 N BOT CHORD 2x4 SP 42 N :Lt Noller SP Ripped: 140 MPH.WIND, 10.06 FT MEAN HGT RSCE 7-98, CLOSED SLOG, NOT LOCATED WITHIN 4.50I FT FROM ROOF EDGE, CRT II, EXP 6, WIND TCOL-5.0 PSF, WIND BCOL-5.0 PSF. Rv-61# U-180# 3' L 2 Rv-431 U-434# W-8" 31 Rv-16# U 180# NAILED 11 �10'9"7 N V 4- NA I LEO MORRIS A. SHASHOUA, P.E. LEFT RAKE = 2' 0 "9 1908 NW 112 AVENUE MAR � '-(, 2U�4 LEFT JIG = 3'5"13 CORAL SPRINGS, FL33071 ITI RIGHT JIG 5'0"2 PLT. (954)753.1 SCALE TYP1-WAVE TPI1995CSTD) TOTAL- 8 `W`W�1T1s„illJl/J/77i REV. 6.33.0716.23 -130000 flN0 BRACING. REFER TO HIB-91 CHANDLING INSTALLING AND 6RRCINGI(fSUBLISHEO�Y NG -VflAN ING-- TRUSSES REQUIRE E%TREn l NG SHIPPING I!gs NORR1 Si9�SH0UR, TG LL 30.Opsf REF PLATE INSTILUTE, 583 O'ONOFRIO DR. SUITE 200 MAOISON, WI. 837191 FOR SAFETY S 70 PERFORntNC TNESE FUNCTION. UNLESS bTHERVI9E INDICATED TGP CHORD S FIG`^ '.PRIOR 'l�••• TC DL 15.0 Sf DATE 09-09-2003 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE II PROPERLY APCEILING. DRWG --INPORTANT-- FURNISH A COPY OF 'THIS DESIGN TO THE INSTALLATION C L BC DL 10.0�]Sf ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION SR DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICfQI1M1���� V $ — ar BC LL 0.Opsf INJ p HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WI fSTP�ICRBL PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN IREST•flN0 PRPER A950CIRTIONI AND TPI. flLP[iVE CONNECTORS ARE MADE OF 20Gfl flSTM A653 GR GALV.. S EXCEPT fly NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERW LOC TEO THIS DESIGN POSITION CONNECTORS PER CRAVINGS A-Z. THE Ste L ON THIS DRAW {CA �g55 �- CC t I�'�e- O = P TDT.LD. 55.0 Sf 0/A LEN. 3 rtiw:(asol -ns-aaso ra:(vssl --t-¢n - 1.33 180 ACCEPTANCE bFcPROFESSIONAL ENGINEE0.INC^AESPONSIBiLITY SOLELY FOfl^THE TRUSS CO Y•, FL Qv-+.. ouR.FRC. SPACING 24.0" rraF iock ' OEES1. IGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PflRTICULAfV B l • Sl ni .I TOP CHORO-2x4 SP #2 N SOT CHORD 2x4 SP 1;2 N :Lt Nailer SP Ripped: m n N T 6'3 -64 H I LMN I IU I MUbb Urr ILL / CO THIS' DWG- PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 MPH WIND, 10.48 FT MEAN HGT RSCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4. FT FROM ROOF EDGE, CRT II, E%P 6, WIND TCOL-5.0 PSF, WINO SCDL-5.0 PSF. Rv=172# U=181# NAILEC M n Y m J. 5' �` .. 2 Rv-510# U-446# W-8" 5 Rv-47# U 180# NAILED T RAKE = 2'0"9 T JIT13 5'7"10 TYP.-WAVE ���e Ge"n n Atle.'Id'it T �nene:lesalW2 n MORRIS A. SHASHOUA, P.E. 1908 NW 112 AVENUE CORAL SPRINGS, FL 33071 TP I 1995 (STD) r (954) 753.1' ffi(m"�a ne ioGFn MAR 0 2 2004 .4- RIGHTSJIG= REV. 6.33.0716.23 SCALE TC LL . 30.0PsF REF " ITI;y i9554 LLU F ,Q51 TC DL 15.OPsF BC OIL lO.OPsF BC LL 0.OPsF TOT.Lo. 55.0 SF DATE 09-09-2003 DRWG ' IMJ O/A LEN. 5 OUR.FAC. 1.33 SPACING 24.0" TYPEjock TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 9P #3 :Lt N.Iler SP Ripped: 1'5"10 140 MPH .WIND, 10.89 FT MERN HGT RSCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CRT II, EXP 6, WINO TCOL-S.0 PSF, WIND SCOL-5.0 PSF. 5' 6 "6 Rv-239# U-221# NAILED Tt N -y m N S [--.2.8"13 T 4'3-3 - F Rv=6207# -485# W-8" 7 Rv-103# U 180# NAILED MORRIS A. SHASHOUA, P.E. LEFT RAKE = 2'O"9 1908NW112AVENUE LEFT _JIG Iz 7'9"9 CORAL SPRINGS. FL33071 TAG (954)753.198E PLT. TYP. -WAVE TPI 1995 (STD) .x,L>el yaa�ai TOTAL- 8 -,�e Cdrry n Atlxj't'c ST" clmo: (sxlas�vio sm ('ns�)�m-ezn MAR. U 2 2004 �g5g4 P�EoF . �L2'S'7 RIGHT JIG = S1 G = REV. 6.33.0716.23 SCALE 9'0"1 23501 -0.5000 TC LL TC OL BC DL BC LL TOT.LD. .30.OpSF 15.0psF 10.OpsF 0.OpsF 55.0 SF REF DATE 09-09-2003 DRWG IMJ O/A LEN. 7 OUR.FAC. 1.33 SPACING 24.0" TYPE IQck TOP CHORD '2x4 SP R2 Dense BOT CHORD 2x4 SP #2 N WEBS 2x4 SP W3 :Lt Nnllen SP Rlppedt _-_...._..... ......" ..- ..- ------ .".._....."....... ..._.....--- ..... _ _... ". 140 MPH WINO, 11.31 FT MEAN HGT RSCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP 6, WIND TCOL-5.0 PSF, WINO BCOL-5.0 PSF. 4'7"5 4'4"11 RV=164# U=180# (O o in r Rv-/10# �533# W-8" 91 Rv-296# U12 NAILED NAILED -13'3"7 MORRIS A. SHASHOUA, P.E. LEFT RAKE = 2' 0 "9 1908 NW 112 AVENUE MAR 2 2004 LEFT JIG = 9'11"8 CORAL SPRINGS, FL33071 RIGHT JIG = 11'0"1 PLT_ TYP11WAVE TPI19" T0) (hip'; 13-19 1 TOTAL- 7 ```��WYYI,,,t0EI[I.'N REV. 6.33.0716.23 SCALE-0.5000 --WflRN ING*� TRUSSES REQUIRE EXTREH N ABRICRT ING HNNOLING SHIPPING 1N I 9�SHOUR TC LL 30 . OPS f REF AND BRACING. REFER TO HIB-9I (HANDLING INSTALLING AND GRACING) �ALISHEO AY - L f' i - PLATE INSTITUTE, 5S3 O'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY 4R E I\/.q ili c/ i c n PRIOR TO PERFORMING THESE FUNCTION. UNLESS ATHERVISE INDICATED TOP CHORD Sid 9 � TC OIL 15-()p ST DATE 09-09-2003 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY RQI 0. I � '.. (- R CEILING.--IMPORTP.NT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION (�Nl BC OIL 1 0 - OITS r DRWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIRT[ON R 4 - R DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRI I ♦ 55 0 • O S P I MJ 0TO HRNOLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. RESIGN CONFORMS VI ICA � 1� ` [� t BC LL p 'M1 PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE flMERICAN REST.ANO C r II11,, C p1Ld PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MROE OF 20CR ASTH AGES OR GRLV ST P�GO W TOT.LD. .t5 • 0 SF 0/A LEN. 9 vNa,a: swl+9i-nio rm: asp avo- EXCEPT AS NOTED. flPPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWIIr�_ LOCAIEO1. ( ( ) e� THIS DESIGN POSITION CONNECTORS PER DRAWINGS ISO A-Z. THE S AL ON THIS ORAW WA CI ,�Ao DUR.FAC. 1.33 ACCEPTANCE SF PROFESSEONFlL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS C019f1. •• } '-'• • DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BU 111L1Y[Oyl]jj7WWI 51 SPRCTIAG 24.0 TYPE• lack fS HRESPONSIBILITYO US NE P P 0 2 JUo. LnI LmllI L1 j nILnnI I TOP CHORD 2x6 SP 2400E-2.OE SOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 i 4'7"S U]LW UWb. MtrMtU UT INt HLVINt JUN Ut61UNGN VKUUNNn FHUn IHUN� MN'9 LHTOUT 140 MPH WIND, 10. 88 FT MEAN HGT RSCE 7-98, CLOSED SLOG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EOGE, CRT III EXP 6, WINO TCOL-5.0 PSFI WIND BCOL-5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. 4'4"11 —� Rv-204# U-201# NAILE❑ itm S r O �• Rv-974# U 873# W-8" 9 Rv-179# U-191# NAILED RAGE=9'11"81 T97 LW''L n ptLa�° Vlva: (9'A I991-3i111 ix (95�)�91-�f) MORRIS A. SHASHOUA, P.E. 1908 NVJ 112 AVENUE CORAL SPRINGS, FL33071 MAR (954)753.19p8.. 13'3-7 TC LL TC OL BC OIL BC LL RIGHT JIG 13'0"10 ccn = 5gava 15.Opsf I DATE 09- 10.0psf 1DRWG 0.OpsF' IMJ 55.010Sf O/A LEN. 9 1 ISPRCING 24.0" Job: LNILMNI 1L:1 HILMIINI TOP CHORD-2x4 SP #2 Dense SOT CHORD 2x4 SP #2 Dense WEBS 2x4 SP #3 :Lt Nailer SP Ripped: 140 MPH.WINO, 11.73 FT MEAN HGT RSCE 7-98, CLOSED SLOG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CRT II, EXP C, WINO TCOL-5.0 PSF, WINO BCOL-5.0 PSF. RIGHT ENO VERTICAL NOT EXPOSED TO WINO PRESSURE. j— 57"5 i5'3"11 -� it Ina 1n1 11. I 10'11" n �Us2c0 Rv 8 5&' U 585# W-8" 11Rv-574# U-465# MORRIS A. SHASHOUA, P.E. {� LEFT RAKE = 2' 0 "9 1908 NW 112 AVENUE IYI R 2 2004 LEFT JIG = 12'1"8 CORAL SPRINGS, FL33071 RIGHT JIG = 13'0"1 PLT.-TYP16WAVE TPI1995CST0) (954)753.19 TOTAL- 30 %\%%\%%I II,I,IIi/YY�IJA_�'V/�'� REV. 6.33.0716.23 SCALE-0.3750 •.WARNING** TRUSSES REOUIRE EXTAE '[ 8 [ HANDLING SHIPPING IN I PoI ory�SHOUA, TC LL 30.0p SIP REF AND GRACING. REFER TO HIB-91 (HANDLING INSTALLING AND ARACINGJ ADBLISHEO AY SS [Y ` PLAT INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 HflOISONr WI. 537191 FOR SAFETY (� ¢/ PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 1lTHERVISE INDICATED LOP CHORD v q j: •:•.� TC OL 15.0PSF DATE 09-09-2003 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY P ((� CO'm $ CEILING. • IMPORTANT*• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION Mf '• L BC OL 1 0 . 0pS F ORWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION R TH1[JH Te DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICEa III gFj54 BC LL 0. 0 S F IMJ 1Ld 0 HANDLING, SHIPPING, INSTALLING AND BRACING Of TRUSSES. DESIGN CONFORMS VI'�p1� F6Fi ICR 1 p PROVISIONS OF NOS [NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST•RNO a PAPER ASSOCIATION] AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM fl853 GR GALL. S I�•��QF i1J; TOT.LO. 55.0 sF 0/A LEN. 11 v�°1 I954]9a1-xfw vm tysI)�sI-s=n THISPDESIGNOTPOSITIONLCONNEC ORSAPERODRAWINGSC 160FATZ. THENkALNONSTHIS DRAWm GSE LO DI[CCDA A '• ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS C0 P. F-I�� G �i2 OUR.FRC. 1.33 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR B (1j��jgQ251 SPACING 24.0 TYPE e QCk RESPONSIBILITYIS TLE u s ob:(ATLANTIC) ATLANTIC - ATLANTIC TRUSS OFFICE / C11 TOP CHORD 2x6 SP M-14 BOT CHORD 2x6 SP 2400E-2.OE WEBS 2x4 SP #3 ***LOADING ON THIS -TRUSS CALCULATED BY JOB -DESIGNER*** --(LUMBER OUR.FAC.-1.33 / PLATE DUR.FRC.-1.33) 140 MPH WIND, 15.00 FT MEAN HGT RSCE 7-98, CLOSED SLOG LOCATED ANYWHERE IN TC - From 90 PLF at -2.83 to - 90 PLF at 15.56 ROOF, CRT II, EXP C. WINO TCOL-6.0 PSF, WINO BCOL-5.0 AF. SC - From 4 PLF at -2.83 to 4 PLF at 0.00 BC - From 20 PLF at 0.00 to 20 PLF of 15:56 (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. TC - -412 LB Cana. Load at 1.S4 TC - 123 LB Cana. Load at 4.37 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. TC - 343 LB Conc. Load at 7.20 TC - 478 LB Conc. Load at 10.02 TC - 327 LB-Conc. Load at 12.85 BC - -40 LB Conc. Load at 1.54 ' BC - 32 LS Conc. Loud at 4.37 BC - 95 LB Cono. Load at 7.20 BC - 206 LB Cono. Load at LO.02 -412# 343tt 327#BC - 591 LB Conc. Load at 12.85 (�90 _}_2'9"1 23� 2'9"15 2'91�781) 2'91.15 +� VERTICAL NOT EXPOSED TO WINO PRESSURE. I 15'6"11 _I -- 5'4"14 +- 5'0"15 -+ 4'9"15 2X8 T2 , T 3.54 p 4X6 W4 4X6 ' ? 2X8 2 (A) o T1 W3 W1 N 2X8 CAI) i B1JX4 SXI2 CR] 2'9"1 Rv-1509# RAKE = 16'4„62 Tin Gam` " ptlap'o Vlvtl: (4X)i91-D10 iS.(4H)494g 5 j� 15'6"11 -I 7'll"5 T 7'4"6-fj 15'6"11 -I L� 2.9"15 1 2.9"15 2.9"Is 1 2.9"15 2'8"7 1 ~-40# 32 SS# 206 5919 U-1705# W-11"5 Rv-2205# U-1780# MORRIS A. SHASHOUA, P.E. 1908 NW 112 AVENUE CORAL SPRINGS, FL33071 TAL- u u' 2004 1g55A PZs 0f rum RIGHT SJI =- EO 6.33.0716.23 SCALE LL 30.Opsf I REF OL 15.OpsF DATE GL 10.0psf I ORWG Lt_ 0.0psF' :Ac. 1.33 ING 24.0" TYPE 2351811 10 -0.2S00 09-09-2003 IMJ 150611 Job: CH I LHN I IL.J HILHNI IL - HILHNI IL: IHU55 UHM 1L TOP CHORD-2x4 SP #2 N BOT CHORD 2x4 SP 02 N WEBS 2x4 SP 63 :Lt Stubbed Wedge 2x4 SP #3::Rt Stubbed Wedge 2x4 SP #3: ( IHI`v'UWU. VKLFHKtU OT IHL HLrarve JUo ucJlu,ycn r 140 MPH.WINO, 11.38 FT MERN HGT RSCE 7-98, CLOSED B FT FROM ROOF EDGE, CRT II, EXP 6, WINO TCOL-5.0 PSF, DEFLECTION MEETS L/360 LIVE FIND L/240 TOTAL LORD. 6'8" �3'14 3'4" — 3.4" 3- m NSX6(G. m 7i Rv-733# -426# W-8" 6 8 81, 8 Rv-733# U-426 W-8" __v' 4" MORRIS A. SHASHOUA, P.E. G 2��4 1908 NW 112 AVENUE " LEFT JIG = 7'6" CORAL SPRINGS, FL33071 RIGHT JIG = 2357'66 2 TAG = T4 (954)753.19 Wpv•)blilq SED = 2356 PLT. TYP.-WAVE TPI1995CST0]NAS; TOTAL- 2 \\�� %Yh REV. 6.33.0716.23 SCALE-0.5000 I MA +• WAR NING« TRUSSES REQUIRE E%TREM '[ B I NOLING SHIPPING IN� LIRL FtORR, •iSHOUA, TC LL 3O . OpSF REF flN0 BRACING. REFER TO HIB-31 CHRNOLING INSTALLING AND RACING) �UBLISHED (�Y Qji(7�S PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY 1'• ICI PRIOR TO PERFORMING THESE FUNCTION. UNLESS BTHERVISE INDICATE O TOP CHGRD R4 AT •••.y i TC DL 15 • OPsF GATE � 09-09-2003 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY P BC DL DTN h CEILING. •*IMPORTANT*• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION ? '• 1 O . O SF DRWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION R �c c P ,,,,y DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITN TPI: OR FMSRIC(3I •55a •� �= BC LL O • OpsF IMJ 1' HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WI Li bLI1 s� A1L 111''D PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN REST•AND �r Or' w' TOT.LD. SS.O SF 0/A LEN. 130400 PAPER ASSDCIRTION) AND TAT. ALPINE CONNECTORS ARE MADE OF 20GR RSTM A653 GRID GALS. S G Ptv,e: (ssa)avrvso ra: (ssa)aao-am EXCEPT R4 N(ITED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCOTED P ,• THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SAL ON THIS ORRWIIyyG D[[CA F OUR .FRC. 1 . 33 ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CG T•. _FLV)N• DESIGN SHOVN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR B (��+yq Sl SPACING 24.0" TYPE SC t'S ESPN Y OF THE BUILDINGOESjGNEg, PER Am9 TPT I-IqqS SECTION / •• Job:(HILHNI IL:J HILHNIIC - HILHNI IL; TOP CHORD 2x4 SP #2 N SOT CHORD 2x6 SP M-14 :82, 83 2x4 SP #2 N: WEBS 2x4 SP #3 7' 7' m n2X4 (A. m THIS OWG• PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 MPH WIND, 11.31 FT MEAN HOT RSCE 7-98 CLOSED SLOG LOCATED ANYWHERE IN ROOF, CAT II, EXP C, WIND TCDL-�.O PSF, WIAD SCDL-5.0 PiF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. 7' 7' __v' 4' Rv-770# U-4504J=4" 6 l 6 Rv-770# U1436 W-4" MORRIS A. SHASHOUA• P.E. 2�U4 1908 NW 112 AVENUE 4 LEFT JIG 7'9"9 CORAL SPRINGS. FL33071 MA RIGHT JIG = 7'9"9 TAG PLT. TYP.-WAVE TPI1995(STO) (954)753.1 TOTAL— 1 \\NNaa„•L,IY/I///i REV. G.33.0716-23 SCALE 03S000 "UHRNING•s TRUSSES REDUIRE EXTREM [ R G HMNOLING SHIPPING .1N5 I flN0 BRflCING. REFER TO HIB-9L (HANDLING INSTALLING flN0 ARRCWGI, t''UBLIBHEO (�Y T ( B• C1RRI SrSHOUA, TC LL 30.Opsf REF PLATE INSTITUTE, 583 O'ONOFRID OR. BDI TE 200 MADISON, WI. 537191 FOR SRFETY 65 PPRIOR TO ROPERLY ATTACHEDSTRUCTURALFUNCTIONL PNUNLESS 6THERWISM CHORD SHRNDICATEOII RRGPERCHORD LY flS �ICA�'QP••9 �� TC OL 15.OpSf ORTE 09-09-2003 G n CEILING. .*IMPORTANTI- FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION C TC•�� •• BC OL 1 0 - 0 Sf ORWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR flNY DEVIgLION TA iS �_ p. DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRIC I V g55� BC LL 0 • 0 Sf I MJ HANDLING SHIPPING, INSTALLING fW0 BRACING Of TRUSSES. DESIGN CONFORMS VImm hICA •' F : ' $ p Ld•O PROVISIOAS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICRN F6REST AND '•1.'�1.�, At PAPER ASSOCIATION) AND TPI- ALPINE CONNECTORS ARE MADE OF 20SR RSTM S653 OR4GORLVV•. ST 'C�O W TOT.LD. S.5 0 Sf D/R LEE. 14 GNie: (ss,I aaa-gym rm; rysal •sn-®a THISHOESIGNDTP091TIONLCONNECTORSHPER DRAWINGSCL60Ffl-ZUSTHENS&LNONSTHISHORBVI=LOCA�R P F �..$}. W OOR.FAC. 1 . 33 '• ACCEPTANCE lSF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COM80 `Q}*N DESIGN THE SHSWN.S THE SU[iOfleILITY AND UF THE GEDOF THIS COMPONESIGNER, PER ENT FOR ANY PARTICULAR BUlfr�7 M1- ` 51 SPACING 24.0" TYPE SC I S L-..x.To . -.\\ Ib: (flTLflNT1CJ flILMNI IC - HI LFiNI1L Irtwn urr 1L.0 i ��. -- ---- ---- — --- 'OP CHORD 2x4 SP #2 N 140 MPH WIND, 10.89 FT MEAN HGT RSCE 7-98, CLOSED SLOG LOCATED ANYWHERE IN IOT CHORD 2x6 SP M-14 :82, 83 2x4 SP #2 N: ROOF, CAT II, EXP C, WIND TCOL-6.0 PSF, WIND BCOL-5.0 PF. WEBS 2x4 SP #3 ALL PLATES ARE 2X4 EXCEPT AS NOTED. . Lt Noller SP Rlpped:=Rt Noller SP Ripped: , GABLE END SUPPORTS S" MAX RAKE OVERHANG. �^----7 --`j- �_ 3 2— 4 T 4X4 C m 5 T1 C N 7 - -- '----{ --1 3 - --� m 3X4 L C 2X4,(R1) 1'3- 83 2X4 (A1) s a 3X4 B2 l 3X4 i C6 a 2.5 4X6(R) 4XG(R) 4X6(R) 12 14' —2 ^2 — —4' 2 T� 2 636it W-1' 6 + 6 Rv-949# -636# W-l� MORRIS A. SHASHOUA, P.E, aRi G 200p LEFT RAKE = 2'0"9 1908NW112AVENUE � Y RIGHT RAKE = 2'0' TACT=JIT7= 7'9"9 CORAL SPRINGS, FL33071 IYIR RIGHT JIG = 7'9"9 Ti,,;(,IjJ/ SEO 23556 PET. TYP•-WAVE TPI1995(STD) (954)753.1 TOTAL- 1 ����YT ////iG_ REV. 6'.33.071G.23 SCALE-0.3750 ++WflRNING++ TRUSSES REQUIRE EXTREH ffiR N HANDLING SHIPPING 1N51]l N •ryo I rpSHOUR, TC LL . 30.0 Sf REF AND BRACING. REFER TO HIB-81 MRNOLING INSTALLING RN6 6RRD ING7 �DBLISHED �Y TQ� S• �� p PLATE INSTITUTE, 582 O'ONOFRIO OR. SUITE 200 MADISON, WI. 537191 FOR SAFETY H S ��`q •p PRIOR i0 PERFORMING THESE FUNCTION. UNLESS bTHERVISE INDICATED TOP CHORD S �•'•�•9 L TC OL IS. DATE 09-09-2003 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPEALY A �'R' BC OL G n CEILING. ++IMPDRTRNT++ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION C T 7V$•./ = 1 • OpSf pRWG „q ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION NWV JF' DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBfl[C g55`� 6C LL 0 . Ops f I MJ HRNOLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WIT�9�pE UICAB • 1 G [� AtLa'"L''� PAPER ASSOCOF IATION) (NATIONAL REPINE CONNECT3P9IRREON PMAOESOF020 A AASTIAiMH653AGR46 GALV� STE A`Or L:�:� TOT.LD• 55.0 Sf 0/A LEN. 14 Iysal w,-aano �:(a+a)�sn-ezn E%CEPT RS NOTED. APPLY CONNECTORS TO ERCH FACE OF TRU59 AND UNLESS OTHERWISC LOCflTEO OUR.FAC. 1 .33 THIS DESIGN POSITION CONNECTORS PER DRAW [NOS 160 fl-Z. TIE St�AL ON THIS ORAYII$ ICAT p ACCEPTANCE bF PROFESSIONAL ENGINEERING PESPONSIBILITY SOLELY FO0. THE TRUSS COMgO >�` �lSL SPACING 24.0" TYPE C461 nce my SwnvN. THE SUITABILITY AND USE OF THIS CONPONENT FOR . PRRTICU--- BUKA •: •. , lob: LN I 1_I'714 I LL) NILNNIIL: - HI LIIN ILL IHUti7 TOP CHORD 2x6 SP M-14 :T2 T3 2x6 SP 2400E-2.OE: BOT CHORD 2x6 SP 240OF-2.6E WEBS 2x4 SP #3 SPECIAL LORDS --(LUMBER OUR.FAC.-1.33 / PLATE OUR.FAC.-1.33) TC - From 90 PLF at -2.00 to 90 PLF at 52.00 BC - From 4 PLF at -2.00 to 4 PLF at 0.00 BC - From 20 PLF at 0.00 to 20 PLF at 50.00 BC - From 4 PLF at 50.00 to 4 PLF of 52.00 BC - 2778 LB Conc. Load at 11.00, 39.00 -BC - 574 LB Cono. Load at 13.06, 15.06, 17.06, 19.06, 21.06 23.06, 24.94, 26.94, 28.94, 30.94, 32.94, 34.94, 36.94 CALCULATED VERTICAL DEFLECTION IS 0.61" DUE TO LIVE LOAD AND O.S1" DUE TO DEAD LORD AT X - 28-0-0. 12 5 p m T1 GX6 �"3 3 Complete Trusses Required NAILING SCHEDULE: (0.120x3.0_9solls) TOP CHORD: 1 ROW 0 12" o.o. 130T CHORD: 1 ROW 0 6" o.a. WEBS : 1 ROW 0 4" o.a. REPEAT NAILING AS'ERCHLAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** 140 MPH WINO, 15.00 FT MEAN HGT RSCE 7-98, CLOSED BLDG LOCATED ANYWHERE IN ROOF, CAT II, EXP C, WINO TCOL-LO PSF, WINO BCOL-5.0 PLF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC 0 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. WARNING: FURNISH R COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. —28' 11' 9'2"13 9'4"9 US CB5R� N �J U 3X8 U. l 50, — II'. — — 9'4"9 9'2"13 9'4'IS 11' 50, N 1 1 1 1 I m 1 1 1 1 I 1 N 11 ' I 1 Rv-9437# U-6586# W-8" LEFT RAKE = 1'11"11 TAG T=JIG T17 12 1 8 PLT. TYP.-WAVE ptta"tw FN :(9M)wi 10 1a(u4)IWI¢ TPI1995CST01 574#-''-574#-' "574#""574#-''"574#"""574#"""2778# Rv-9435# MORRIS A. SHASHOUA, P.E. MAR 1908 NW 112 AVENUE fY1RI( U 2 2004 CORAL SPRINGS, FL 33071 753-1.�Pffe, ,PLIES- 3 T0TW&'1n'-,-I 19554 CL _ P(E0 LUZ U-6585# W-8" RIGHT RIGHT LL 3u.upsF OL 15.OpsF OL 10.0psF LL 0.OpsF .L0- 55.OosF E 1'1 = 12'1 "8"8 23547 E-0.1250 09-09-20C IMJ EN. 50 TOP CHORD 2x6 SP M-14 :T3 T4 2x6 SP 2400E-2.OE: SOT CHORD 2x6 SP 240OF-2.6E WEBS 2x4 SP #3 SPECIAL LORDS --(LUMBER OUR.FAC.-1.33 / PLATE OUR.FRC.-1.33) TC - From 90 PLF at -4.00 to 90 PLF at 52.00 SC - From 4 PLF at -4.00 to 4 PLF at 0.00 BC - From 20 PLF at 0.00 to 20 PLF at 50.00 SC - From 4 PLF at 50.00 to 4 PLF at 52.00 SC - 2778 LB Conc. Load at 11.00, 39.00 -BC - 574 LB Conc. Load at 13.06, 15.06, 17.06, 19.06, 21.06 23.06, 24.34, 26.94, 28.94, 30.94, 32.84, 34.94, 36.94 CALCULATED VERTICAL DEFLECTION IS 0.61" DUE TO LIVE LORD AND 0.51" DUE TO DEAD LOAD AT X - 28-0-0. CT6k =3 3 Complete Trusses Required NAILING SCHEDULE: (0.1200.0-9sfolls) TOP CHORD: 1 ROW 0 12" o.o. , SOT CHORD: 1 ROW 0 6" o.c. WEBS : 1 ROW 0 4" o.o. REPEAT NAILING AS'ERCH LAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. *,*LOADING ON THIS TRUSS CALCULATED BY JOB-OESIGNERR-- 140 MPH WINO, 15.00 FT MEAN HGT RSCE 7-98, CLOSED BLDG LOCATED ANYWHERE IN ROOF, CAT II, EXP C, WIND TCOL-5.0 PSF, WINO BCDL-5.0 MF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC 0 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. WARNING: FURNISH R COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING" NOTE BELOW. 28' 11' 9'4"9 912"139'4"9— T3 vN cvc ovU T4 cvio =3 3 Complete Trusses Required NAILING SCHEDULE: (0.1200.0-9sfolls) TOP CHORD: 1 ROW 0 12" o.o. , SOT CHORD: 1 ROW 0 6" o.c. WEBS : 1 ROW 0 4" o.o. REPEAT NAILING AS'ERCH LAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. *,*LOADING ON THIS TRUSS CALCULATED BY JOB-OESIGNERR-- 140 MPH WINO, 15.00 FT MEAN HGT RSCE 7-98, CLOSED BLDG LOCATED ANYWHERE IN ROOF, CAT II, EXP C, WIND TCOL-5.0 PSF, WINO BCDL-5.0 MF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC 0 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. WARNING: FURNISH R COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING" NOTE BELOW. 28' 11' 9'4"9 912"139'4"9— T3 vN cvc ovU T4 cvio MAIMP-0 MOM 3X8 U M v 9.4"9 _I__.__ 9-2-13,�_9,4••9 I--4' _I- ��T� 50, �-� ii� 'i N 61 N �— 11 • -�O N-LN-LN�LN N� N 5 N�N N�N aa� 11 ' 2778p57�57�4+p�5744+#�57-4+N-57�574#5774 57 574p 574 574#574 j-y?S# Rv-9637# U-6710# W-8" 1� Rv-9423# U-6577# W-8" MORRIS A. SHASHOUA, P.E. LEFT RAKE 4'1"11 1908 NW 112 AVENUE `' (" 2QQ4 RIGHT RAKE = 1'11"11 LEFT JIG = 12'1"8 CORAL SPRINGS, FL33071 MAR RIGHT JIG = 12'1"8 PLT. TYP28WAVE TPI1995(STD) 1954)153.1 PLIES- 3 TO �1YII,,,{,II11tT10, REV. 6.33.0716.23 SCALE-036250 Corr.' >2 Atla' a �VARN3NC« TRUSSES REQUIRE EXTflEM- R N HANDLING SHIPPING INSZA N •ryBR AND BRACING. REFER TO HIB-81 (HAND ING INSTALLING AND GRACING) AUSLISHEO Ai' Tqg� $• PLATE INSTITUTE, 593 O'ONOFRIO OR. 4SUITE 200 MflOISON, WI. 537191 FOR SAFETY F]tPH 65 PRIOR TO PERFORMING THESE FUNCTION. UNLESS bTHERWISE INDICATED TOP CHORDS� LL PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATLkkQ�1177 Y14 CEILING. --IMPORTANT-- FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CB7IT p(Ig,., ALPINE ENGIN5EAEO PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION RRiio HII�`SS77 DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICFMINI4�� HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS VITTA� f$PLFCAB PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED 8Y THE RMEflICflN FeAEST TWO PAPER fl990C[ATION] AND TPI. ALPINE CONNECTORS ARE MADE OF 20Gfl ASTM A653 GR46GflLV. ST EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWI36 LOCAxE0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SARL ON THIS DRAW 1� tCAT ACCEPTANCE (IF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CO DESIGN SHOVN: •THE SUITABILITY AND USE "OF THIS COMPONENT FOR ANY "PARTICULAR 8 .'•, I - SHOUA, Fl� 'P. �� �� -y �'•, z G ♦ 55� • 19 (� 2 cG OF �` w� P �ZIF �` O t �51 rc LL 30.Opsf jD DL 1rJ.OpSf BC DL 10 • 0 Sf P. BC LL 0 , OpS f TDT.LD. 55.0 Sf REF DATE 09-09-2003 DRWG I MJ 0/8 LFN. 50 PN :(9.1avt-vw ,a<:(vs�)wi-� ' DUR .FRG. 1.33 '• SPACING 24.0" _ TYP.E h i ps ob:1ATLANTICI ATLANTIC - ATLANTIC TRUSS OFFICE / T1 TOP CHORD 2x6 SP M-14 :T1 2x6 SP 240OP-2.OE: SOT CHORD 2x4 SP #I Dense WEBS 2x9 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC 0 24" OC _F In Rv-3130# 40- 140 MPH WIND, 11.73 FT MEAN HGT RSCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.S0 FT FROM ROOF EDGE, CRT II, EXP 6, WIND TCOL-5.0 PSF, WIND BCOL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.17" DUE TO LIVE LORD AND 0.14" DUE TO DEAD 'LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. WARNING: FURNISH A COPY OF•THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. �- 13' 24' 13, N �--�,--}-m--}-s•z"2��8' ��8' ��8' �-6'2"2+6'9"14---I. r�8'14---f--8-4"8.4"8-4".8.4- _8'4., W-8" Rv-2918# U-1 li e 12) n 11 W-8.. -,09'4" MORRIS A. SHASHOUA, P.E. LEFT RAKE - 4'1"11 1908 NW 112 AVENUE MAR � 2 2004 RIGHT RAKE - 1'11"11 TAGT JIT29 14'3"8 CORAL SPRINGS, FL33071 RIGHT JIG 14'3"8 PLT. TYP.-WAVE TPI1995(STD1 (954)753.1 TOTAL- 1 ```Y`1)I,„t,tNy//��// REV. 6'.33.0716.23 SCALE-236250 .;WARNING-- TRUSSES REDUIRE EXTREN U R NG HANOLING SHIPPING INS I I y $HOUfl, TC LL 30.OPsF REF 8N0 BRACING. REFER TO HIB-91 IHANOLING INSTALLING AND BRACING) AUELISHED �1f ( $ PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 537I91 FOR SflFETY BS 'P.Ee c n PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6THERWISE INDICATED TOP CNORO S L AT••., .9 TC OL 15.Op Sf DATE 09-09-2003 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE b PROPERLY R D' Gam' R CEILING. ..IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION C T 7f�� •' 80 OL 1 �• Q s F ORWG REPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION RifS 4 • _ P ,r{J� DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRIC I V �g55 1 = BC LL • OpS F I MJ HRNOLING SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS VI'I� 4IC ptLaT'�`O PROVISIOk OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICflN AREST /'{NO PAPER ASSOCIATION) flN0 iPI. ALPINE CONNECTORS flAE MADE OF 20GA ROTH fl653 GRi4 GALV.. ST I�'��- 0f '�y: TGT.LD. 55. Sf 0/R LEN. 50 Pam: 0.)ae,-�+o •�: l%+O aa,-ten EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWIS LOCATED P W THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-2. THE S�flL ON THIS ORAVIQG I�fl F OUR.FAC. 1 . 3 3 ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CO Q��py, DESIGN SHOWN.e THE SUITABILITY AND USE "OF THIS COMPONENT FOR ANY ePARTTCULRR B SA .'•, )G'.BW 51 SPACING 24.0" TYPE, hips Job:(ATLANTIC) ATLANTIC - ATLANTIC TRUSS OFFICE / T14 THIS-OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2xG-SP M-14 140 MPH WIND, 12.14 FT MEAN HGT ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN"6.50 SOT CHORD 2x4 SP #1 Dense FT FROM ROOF EDGE, CAT II, EXP 6, WIND TCDL-5.0 PSF, WINO BCOL-5.0 PSF. WEBS 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.17" DUE TO LIVE LOAD AND 0.14" DUE TO.DEAD IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC 0 24" CC. LOAD. WARNING: FURNISH A COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE DEFLECTION MEETS L/3GO LIVE AND L/240 TOTAL LOAD. MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING" NOTE BELOW. �— 13' 24' 13' -•� [--6.9"14--j--6.2"2--•1 8' —8' 8' —-6'2"2--+--6'9-114 . T3 T4 X8 12 6 T 5 p T2 TS T m - 7 W W W W Xg .. T1 W3 W5 W7 W9 T6 DO �] WI X8 (A2)�o �9 4X8 81 62 B3 B4 50' —B'4"•��8.4.'---+-8.4"---I_-8'4"—+I_-8'4"��9'4"�I Rv-2930# J-13 0# W-8" - 50I` !` Rv-2930# U--138 #H W-8" ... MORRIS A. SHASHOUA, P.E. LEFT RAKE = 1'11"11 1908NW112AVENUE }� �'�%,- 2004 RIGHT RAKE = 1'll"11 LEFT JIG = 14'3"8 CORAL SPRINGS, FL33071 1Y1� RIGHT JIG 14'.3"8 PLT. TYP18WAVE TPI1995(STO) (954)753.1 TOTAL- 1 `W`���TT,.,n. ,1,]I1TT�lf�e l. REV. 6.33.0716.23 SCALE-0.1250 •WARNING-• TRUSSES REOUIRE E%TREM CAi NG HANULING SHIPPING INS N ANO BRACING. REFER TO HIB-91 (BANOLING INSTALLING ANO BRACING] �UBLISHEO �Y T S.M P6, O F{,SHOUA, TC LL . 30.OpsP REF PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 537191 FOR SAFETY {� p(I� E PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6THERVISE INDICATED TOP CHORD SI�1LL'SC7AVlw"\ ��w'.7 � TC OL 15.OpSP DATE - 09-09-2003 PROPERLY ATTACHED STRUCTURAL PANELS FIND BOTTOM CHORD SHALL HAVE A PROPERLY flT$fi -RS(S (M1` GOT(° h. CEILING. -*IMPORTANT•• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION C@1T BC OL 10 .O S rr+ DRWG _�g9 ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION ER 11�a c4 " p. 'I`f" DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICAil a HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITS L•ICAB 195 F = BC ILL 0.O ps P IMJ At16G PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FIiEST NO O PAPER ASSOCIATION] AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM AGES GA4 GflLV• ST P'(E w; TOT.LO. 55.0 sf O/A LEN. 50 THISPDESIGNOTPOSITIGNLCONNECTORSRPER CRAVINEACH GSCTBOFATZUSTHENMALNONSTHIS QRRWIOLGCAMAT DUR.FAC. 1.33 '• ACCEPTANCE EF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CO �,�p,��T $• DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUI� �L,yy x• �51 SPACING 24.0" . TYPE hips IIS THE RESPONS BILITY OF THE BUILDING DESIGNER. PER RNST/TPr- 995 S C TOP CHORD.2x6 SP M-14 BOT CHORD 2x4 SP #1 Dense WE8S 2x4 SP #3 :Lt Splice Block 2x4 SP #3::Rt Splice Block 2x4 SP #3: (A) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. fi 140 MPH WIND, 12.56 FT MEAN HGT RSCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN G. FT FROM ROOF EDGE, CRT II, EXP 6, WINO TCOL-5.0 PSF, WINO BCOL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.16" DUE TO LIVE LORD AND 0.13" DUE TO OE LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE PILL FLAT TC 0 24' OC. WARNING: FURNISH A COPY OF- THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CF MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. i-15, -I- 20' i 15, I-- 7 - 9 "14 --+"7.2..2---1 10• -I- 10• i 7.2"2—L—_7.9,.14---{ 5 2 T2 6 T3 T4 8 TS T 7 W3 <F1WS (R] 6 O X6 �IT1 W7 T6 (O W1 W2 W9 4X8(R2)^ 4X8 11 B1 3X4 B2 83 , 5X6 B4 50, SPLICE BL SPLICE BL I_ 7'9%4+7'2"210, _I_ 10•--I--7.2"2�-7-S"111 Rv-2930# 1-13 9# W-8" 50 Rv-2930# U-137 #� W-8" JIGE =16'51811 TYP19WAVE TPI1995CSTU) MORRIS A. SHASHOUA, P.E. �? (� 1908 NW 112 AVENUE IYIIV �(., 20�4 CORAL SPRINGS, FL 33071 In WtC - (954) 753•lec TOTAL- 1 .W��YIY ' dMiI14/q. IHPORTANT-._FUFNISH1'COPY OF T'KIS'CESIGN TO'THE INSThMRT1 N C g�� ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIgTIDN O N1S DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICALII.� V 54 4 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WIT4_i�Pli[CRB �95 a1Lar PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN ST 'gO C OF PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MROE OF 20GH ASTM ASS3 GR4 GPLV. ST /� G (ssal+ii-3+.a ram: (ss.J.9o-¢rr EXCEPT AS NOTEED.�rAPPLY CONNECTORS TO EACH FACEeOFeTRUSS�AND� UNLESS OTTHERWI$ LOCATED• -49.4- RIGHT RAKE_- RIGHT JIG SEO = REV. 6'.33.0716.23 SCALE 1:11-11 165"8 23475 -0.1250 TC LL TC OL BC OL BC LL TOT.LO. .30.OpsF' 15.OpsF' 10.OpsP 0.Opsf 55.0 sF REF GATE 09-09-2003 ORWG ' IMJ O/A LEN. 50 DUR.FRC. 1.33 - SPACING 24.0" TYPF. hIDs Job: (ATLANTIC) ATLANTIC - ATLANTIC TRUSS OFFICE / 113 TOP CHORD 2x6 SP M-14 :T1 2.6 SP 2400E-2.OE: SOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 :Lt Splice Block 2x4 SP #3::Rt Splice Black 2x4 SP #3: (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. WARNING: FURNISH R COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE. MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. T M73 140 MPH WIND, 12.14 FT MEAN HOT RSCE 7-98, CLOSED SLOG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP 6, WINO TCOL-5.0 PSF, WINO BCDL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.16" DUE TO LIVE LOAD AND 0.13" DUE TO.OERD LORD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC 0 24" OC. 20' 15' �- 7.2-2- -10'10' 7.2-2--}-7'9"14 �{ SPLICE BL SPLICE SL T 12)m 1 f----7.9.14----7'2"21�10 }-_7.2"2---{ 7'9"14 �{ Rv-3130# ' U-15 1# W-8" 50 Rv-2916# U-136 #� W-8" MORRIS A. SHASHOUA, P.E. LEFT RAKE = 4'1-11 1908 NW 112 AVENUE 2 2004 RIGHT RAKE = 1'11"11 LEFT JIG = 16'5"8 CORAL SPRINGS, FL33071 RIGHT JIG = 16'5"B PLT. TYP26WAVE T1I1995(ST01 (954)753.1 TOTAL- 1 ```Y�YIT.. itiiuTiYY��/ REV. 6.33.0716.23 SCALE-0.112250 *VARNING-* TflUSSE3 REOU IRE E%TREM N FABRICATING HANDLING SHIPPING INS TIi ry •HOAR[ SHOUA TC LL 30.OPsf REF AND BRACING. REFER TO HIB-91 CHANOLING INSTALLING flND RAG [NG) �DSLISHEO gY T5 ( $• i PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MflOISON, WI. 537191 FOR SAFETY P.GiS F�yq�p.�• �± .Ii., DL 15. opsr ORTE 09-09-2003 PRIOR TO PERFORMING THESE FUNCTION. UNLESS bTHERVISE INDICATED TOP CHORD S!� '�(iR PROPERLY ATTACHED STRUCTURAL PANELS RNO BOTTOM CHORD SHALL HAVE A PROPERLY PT�R 'R'S •• DOYArt CEILING. --IMPORTANT*- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CdIT ,god BC OIL 1 0 • 0 S ORWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIRT [ON O .�,C��j P DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FPBR[CFSL �g554 BC �� o • DP S F IMJ O HANDLING SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WIFF9�A bICABI{.�f G p1LdY PfiPE@ ASSOC[RTION] IMS OF NOS (NATIONAL ALPINE CONNECTORSIAREON PMApESOFD20GRBY TASTMHE Mfl653AGR46 GALV STE A, pof 1�,1� TOT.LD. 55.0 SF' O/R LEN- 50 VNa�e: Cssrl aaa-vm w.: (5%aI "no -max EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERVISC LOCATED P , THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SEAL ON THIS DRflVI� 2(:AT p �� OUR .FAC. 1 . 33 ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CO �j11;},%'• _ DESIGN SHOVN._ THE -SUITABILITY AND USE OF THIS COMPONENT FOR ANY PfiRTIWLRR B '•, (� S,N �51 ISPACING 24.. 0" TYPF • h I DS Job: CHI LHN 11L:1 HILHNIIC - HTLHNTIC 1HUS5 UFFICt / I1Z TOP CHORD 2x6 SP M-14 :T1 2x6 SP 240OP-2.OE: SOT CHORD 2x4 SP 42 Dense :82, 83 2x4 SP #1 Dense: WEBS 2x4 SP #3 :Lt Splice Block 2x4 SP #3::Alt Sp IIas Blook 2x4 SP #3: (R) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. ❑EFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. WARNING: FURNISH A COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. fi 140 MPH WIND, 12.56 FT MEAN HGT RSCE 7-98, CLOSED SLOG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND TCOL-5.0 PSF, WINO BCOL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS Q.LG" DUE TO LIVE LOAD AND 0.13" DUE TO. DEAD LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC 0 24'-OC. 17' ls' 17' �--� 8.2"2 — —8 8.2"28'9"14 r 62X4 T3 (8 12 T2 >UT'q57 W4 (A) W6 (R) W7XG2W (R) W5 TS cW SX6 W1 W3 W10 4X8(R2)� B1 SPLICE BL 82 83 SPLICE BL 84 ---8'9"149'2"2-8'----{--8'-8'2"28'9"14 N Rv-3130# r 4U-15 9# W-8" 50 Rv-2918# U-136 #� W-8" MORRIS A. SHASHOUA, P.E. LEFT RAKE 4' 1"11 1909NW 112AVENUE MAR � 2 2004 RIGHT RAKE - 1' ll"11 LEFTTAG JIG18 7 7 CORAL SPRINGS, FL33071 RIGHT JIG = 18'7"7 (954)753.1 SCALE PLT. TYT25WAVE TPI1995(ST01 TOTAL- 1 VYVT��/i REV. 6.33.0716.23 -0.11250 +•VAAN ING.- iftUSSE3 REOU IRE E%TflEM NG HBNOL INC SH[PP [NG INS'ijN N AND BRACING. REFER TO HIB-91 (HRNOLING INSTALLING AND RACING) �G9LISHEO �Y TqI $.ilO�egF A 148�BHDDR, TC LL , 30.OPsf REF , GATE 09-09-2003 PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON WI. 537191 FOR SAFETY ` PRIOR TO PERFOoAMING THESE FUNCTION. UNLESS 6THERWISE� INDIDgTED TOP CHORD S "\ �r.I((:� Tp. ,9 TC OL 15.OPsf PROPERLY ATTRCNED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE f; PAOPERLY R T2'i �', ORWG ' GD'm' h CEILING. --IMPORTANT•. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION T j[1�� BC OIL 1 0 . O PSF P. ALPINE ENGINEERED PRODUCTS: INC. SHALL NOT BE RESPONSIBLE FOR flNY OEV[RT [ON 0 HI.(C DESIGN: ANY FAILURE TO BUILD THE TRUSSES [N CONFORMANCE WITH TPI: OR FABfl[C. V Q 0 0P s f INJ ptla T HANDLING: SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS Ylla IiICAB PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICRN FBAEST pCO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR RSTM ASS3 GR4G GALV, ST EXCEPT AS NOTED. RPPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LGCATEO THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. IKE NRL ON THIS ORRW11 fOAT ACCEPTANCE (1F PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CO MPd DESIGN SHOWN.- THE-SU[TRBILITY RNO USE CF THIS COMPONENT FOR RNY PARTICCUI: R BUIfj) �g55 C �f 'I�Lu P Lt/� F�, �.Qy� W • K�q _ �C- I BC LL . TOT.LO. 55.0 Sf O/A LEN. 50 viva: (9s+)wo-xa9 F.:(9s4)49L-¢n ' OUR.FRc. 1.33 ,• SPACING 24.0" TYPES h I PS TOP CHORD 2x6 SP M-l4 SOT CHORD 2x4 SP #2 Dense :82, 83 2x4 SP 111 Dense: WEBS 2x4 SP #3 :Lt Splice Block 2x4 SP #3::Rt Splice Block 2x4 SP #3: (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. Rv-2930# 140 MPH WIND, 12.98 FT MEAN HGT RSCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, E%P C, WINO TCOL-5.0 PSF, WINO SCDL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0..17- DUE TO LIVE LOAD AND 0.14" DUE TO. DEAD LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE -ALL FLAT TC 0 24" OC. 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. i — 17' 16' 17' —{ —8'9-14 ^-I--8'2"2--fa-8' }�8' —+1 8.2-2 1 8.9-114 50• 8.2"2a• 8'---I--B-2-28'9%4--I L�_13 7# W-8" S0' Rv-2930# U-137 # LEFT RAKE I'll"11 TAGT-JIG T20 18'7"7 PLT. TYP_-WAVE cor" n ptta° MORRIS A. SHASHOUA, P.E. 1908 NW 112 AVENUE R 0 2 2U�4 CORAL SPRINGS, FL 33071 A (954)753.lRBA. _,.�,.. ..U11"•IfuTl�p.... fl T A2100 1 W-8.. RIGHT RIGHT ,S(WHOUA, TC LL . JU . UpsF TC 0L 15.0psP BC OL 10.0psF' o �g5; � x BC L(_ 0. OPSI` KEF W= TOT.LO. 55.Oosf -49'4" E 1'li"11 234597 E-0.1250 ING TOP CHORD 2x6 SP M-14 BOT CHORD 2x4 SP #2 Dense :B2, B3 2x4 SP #1 Dense: WEBS 2x4 SP #3 :Lt Splice Block 2x4 SP #3::Rt Splice Block 2x4 SP #3: (A) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 140 MPH WIND, 13.39 FT MEAN HOT RSCE 7-99 CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CRT II, EXP 6, WINO TCE-5.0 PSF, WINO BCOL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0. 16- DUE TO LIVE LORD AND 0.13- DUE TO. DEAD LORD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE, ALL FLAT TC 0 24. OC. WARNING: FURNISH A COPY OF -THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. --- 19' i 12' -{- 19, �{ f--9 LI••5---{--9.0••L1 6G'----9.0"119.11••5—� T3 gl2X4 X8 2 T2 T4 m ;C7- 8 W WS W X8 (A] 6 N W4 W7 (A) 1 m W2 W8 T5 ='-3 4X8 4X8 B1 SPLICE BL 82 83 . SPLICE BL 84 L �-- 8'4- + 8.4 8-L4 + 8.4" — — 8.4" Rv-2930# U-I 5# W-8" 50 Rv-2930# U-137 #� W-8" = 1'L1"11 = 20'9"7 TPI1995CSTO) Can n ptLa�`0 cicre: (9snl wa-x.to ass: (ss.)�st-�.n MORRIS A. SHASHOUA, P.E. (� 1908 NW 112 AVENUE MAR tE 012 2QQ4 CORAL SPRINGS, FL 33071 Ili... -4�9'4- RIGHT RAKE = 1'11"11 RIGHT JIG = 20'9'7 SEC 23454 REV. 6.33.0716.23 SCALE-0.1250 TC LL .30.OpsP REF TC OL 15.OpSP DATE 09-09-2003 BC DL 10.0pS.F DRWG BC L1 0.OpsF IMJ TOT.LD. 55.0 sF O/A LEN. 50 OUR.FAC. 1.33 SPACING 24.0" rYPF hips lob:(RTLHNIIUJ HILHNIIC - HTLHNTIC 1RUSS UFFILL / Ill TOP CHORD 2x6 SP M-14 :T1 2x6 SP 240OF-2.OE: BOT CHORD 2x4 SP #2 Dense :B2, E13 2x4 SP #1 Dense: WEBS 2x4 SP #3 :Lt Splice Block 2x4 SP #3::Rt Splice Block 2.4 SP #3: (R) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. WARNING: FURNISH R COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE .'WARNING' NOTE BELOW. 140 MPH WIND, 12.S8 FT MEAN HGT RSCE 7-S8, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP 6, WINO TCOL-5.0 PSF, WIND BCOL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.16- DUE TO LIVE LORD AND 0.13- DUE TO DEAD LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC 0 24' CC. 12' 19, 9j �- -�-9.0%1 6' 69'0"11 +-9'11--5—� z T3 X8 T 12 6) T2 T4 7 ro S p W W6 W7 8X8 n T1 DID(R) WS W8 (R) g 2 W3 W10 TS 4X8( fI 5X6 WL J� =3 B1 B2 SPLICE BL 83 SPLICE BL 64 50' �8-5"114 8-2-'2--- —8.4" - 2-4"—8.4---1 8.4"—� I ry� Rv-3130# r 4U-15 7# W-8" S0 Rv-2918# U-1361# W-8" -*9.4- MORRIS A. SHASHOUA, P.E. {� p LEFT RAKE 4'1-11 1908NW112AVENUE VAR OG 2004. RIGHT RAKE = 1'll"11 LEFT JIG 20'9"7 CORAL SPRINGS, FL33071 RIGHT JIG 20'9"7 (954)753.1 SCALE PLLT. TYP24WRVE TPI1995(ST' TOTAL- 1 ```�YlTaa„{,IiJ,YY�i REV. 6.33.071G.23 -0.1250 AND BRACING. REFER TO HIS -St (HANDLING INSTALLING AND INhSLISHED by S• YARNING-- TRUSSES REQUIRE EXTREM R NG HANDLING SNIPPING Ivu�ICAS B I 14B�SHOUA, 'P TC ILL 30.0 ps F REF PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 537(9) FOR SAFETYS �j >t PRIOR TO PERFORMING THESE FUNCTION. UNLESS bTHERWISE INDICATED TOP CHORD S PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY RF� FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION C q %`�'. 9 � '• TC OL 15.OpsF 10.0 SF DATE 09-09-2003 DRWG (, CEILING. +•IMPORTANT*+ ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRIC IAg554 BC DL P. 0. 0PS F IMJ HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS VITTA�L1.E� C : CC BC ILL O/R LEN. 50 �1d PROVISIONSOF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FBREST TIN( 0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS FIRE MADE OF 20GR ASTM AGES GROGG GALV, STEE EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERIISC LOCKED THIS DESIGN POSITION CONNECTORS PER DRAWINGS ISO A-Z. THE SEAL ON THIS ORNWIBG TCAT ACCEPTRNCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COS DESIGN SHOWN.__ THE_ SUITABILITY RNO USE OF THIS COMPONENT FOR ANY PARTICULAR BU •'•, 2 1' A'C`O W; n 4- F $� 0— Si TOT.LD. 55.0 SF eNa+: (sse7 avo-aaao r+.: rys,)�sa-em ' - DUR.FAC. 1.33 , if SPACING 24.0" TYPE h I os lob: LHI LHNIILI HILHNI If: - HILHNI I IHUSS UI-r ILL / I I U TOP CHORD 2x6 SP M-14 :T1 2x6 SP 240CF-2.OE: SOT CHORD 2x4 SP #2 Dense :81 2x4 SP #1 Dense: WEBS 2x4 SP #3 (A) CONTINUOUS LATERAL BRACING EOUALLY SPRCEO.ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. WARNING: FURNISH R COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. 140 MPH WINO, 13.39 FT MEAN HGT RSCE 7-98, CLOSED SLOG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CRT II, EXP 6, WINO TCOL-5.0 PSF, WINO BCOL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS O.15' DUE TO LIVE LOAD AND 0.12" DUE TO,OEAD LORD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC 0 24- OC. --21' f- 8' i 21'j �-7'4%4---}--6'9"118' --f 6'9"6-••��6'9"11 6Y T3 X8 T2 T4 m 5 12 3 W W Xv (Al (Rl m 7 5 W2 WS W7 L XG 1 G T1 W3 W9 W1 T5 4X8 =3 4X8 BI B2 B3 B4 li 0 0 R27 50' I �•�8'4"-�}�-8'4"8'4"+-8'4"--8'4"8'III "---� I-Rv-3130# r 4U-15 6# W-8" 50 Rv-2918# U-135 #N� W-8" MORRIS A. SHASHOUA, P.E. }, LEFT RAKE = 4'1"11 1908Nw 112AVENUE MAR U 2 2004 RIGHT RAKE = I'll"ll LEFT JIG = 22'11"7 CORAL SPRINGS. FL33071 RIGHT JIG 22'11"7 PLAT.=TYP1-WAVE TPI1995(ST01 (9541753.1 TOTAL- 1 `W`LYYT,,,,f,IT1/YYY�i REV. G.33.0716.23 SCALE-036250 +YARNING++ TRUSSES REOUIRE EXTREUE N L NG SHIPPING SN3 IN C1(1RR•L 9 HOUR, TC LL 30.OpSF REF AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND !)RACING] �WBLISHED �Y T $ PLATE INSTITUTE, 583 O'ONOFRIO OR. SUITE 200 MflOISON, WI. 53719) FOR SAFETY F�C 'P"�j PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6THERWISE INDICATED TOP CHORD S VE +lT • .9 TC GL 15.0pSf ORTE 09-09-2003 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY AT C RYF1 �'•,• (, r✓. CEILING. •+IMPORTANT++ FURNISH A COPY OF THIS OE3[GN TO THE INSTALLATION C [0 BC GL 1 . 0 S f ORWG ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DE ON 0 IIIS.' a P DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICAIIN� � = BC LL • QpS f I MJ HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS VITII��f Li CAB 1LdT PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FGREST (iN0 `' 1111', a PAPER ASSOCIATION] AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM RGS3 Gfl4�+GALV. ST I�•��-O W TOT.LO. SS.O Sf 0/A LEA. 50 4- EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWI91: LOCATED P THIS DESIGN POSITION ONALCONNECTORSENGINEERING PER GDRAWINGS ESPON IBI A-Z. THE SAL O ON THIS SS CIIy [T,fi: �` DUR.FRC. 1 . 33 ACCEPTANCE SF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COM�N F ' DESIGN SHOWN. THE SUITABILITY AND USE "OF THIS COMPONENT FOR ANY PARTICULAR BU 1 SPACING 24.0" TYPE h I PS TOP CHORD 2x6.SP M-14 130T CHORD 2x4 SP #2 Dense WEBS 2x4 SP #3 (8) CONTINUOUS LATERAL BRACING EOURLLY SPACED.ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. T co m m 1 =3 140 MPH WIND, 13.81 FT MEAN HGT ASCE 7-98, CLOSED BLOG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CRT II, EXP 6, WINO TCOL-5.0 PSF, WIND BCOL-5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0..16' DUE TO LIVE LORD AND 0.13- DUE TO,DERO LORD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC 0 24" OC. WARNING: FURNISH R COPY OF•THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TANKEN DURING OTE BELOW. HANDLING, SHIPPING FIND INSTALLATION OF TRUSSES. SEE WARNIN 21' 8' 21' --4-6'9"6 -1"-8' 1 6'9"6--{f6.9"11-+-7'4"14 -� 6T3 X8 ) T_ T2 T4 5 p 3 W W X4 CRl (R] o 7 W2 WS W7 XG T1 W3 W9 W1 TS 4X8 (A2) 4X8 B1 B2 83 gµ so, -I 8•µ••�_ 8•µ••�_ g•µ••�_g•µ—'I N Rv-2930# J-N13 4s0 • # W"8" � Rv-2930# U-137#� W-8" = I,II"11 22'11"7 ca„` n ptLa'('�`c r�mo: (culavas+io rm: (%s�I �sr-�.n MORRIS A. SHASHOUA, P.E. 1908 NW 112 AVENUE CORAL SPRINGS, FL33071 MAR u "z 2004 .....niblir.•. ' 19654 Pjeof RIGHT RRKE - 1'11"11 RIGHT JIG 22'11"7 Qpn = giuuu REV. 6133.0716.2: TC LL 30.OpsF TC DL 15.OpsF BC OL 10.0psF BC LL O. opsF TOT.LO. 55.Opsf 1 SPACING 24. IOATP 09-09-2003 1 Job: IMILNNI 11_l F1I LNNIiL; - HILHNIIL IHUSS Utl-IL TOP CHORD 2x6 SP M-14 SOT CHORD 2x4 SP #2 Dense :82, 83 2x4 SP #1 Dense: WEBS 2x4 SP #3 :Lt Splice Block 2x4 SP #3::Rt Splice Block 2x4 SP #3: (A) CONTINUOUS LATERAL BRACING EOURLLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LORD. T m Rv-2930# 140 MPH WIND, 111.23 FT MEAN HGT RSCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CRT II, E%P C, WIND TCOL-5.0 PSF, WIND SCOL-5.0 PSF. CALCULATED HORIZONTRL DEFLECTION IS 0.17- DUE TO LIVE LOAD AND 0.14' DUE TO.OERO LORD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC 0 24' OC. WARNING., FURNISH A COPY OF•THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. _ 23' 1 4' 1 23' �---8'1-37'5"67'5"6T4'7'5"G7'5"6 8'1"3--� SPLICE BL 50' SPLICE BL �-8'1-37'5"G9'5"G—--9.5-67.5"'88.1"3 --� 1�13 2# W-8" 50 Rv-2930# U-137 #� LEFT RAKE = 1'11"11 TAGT=JIG T23 25 L 7 PLT. TYP.-WAVE C0yrL n ptlaa PI :(959IC95- m m:054)4I.= MORRIS A. SHASHOUA, P.E. 1908 NW 112 AVENUE MAR 2- 2004 CORAL SPRINGS, gFLgg33�071 TPI1995(STO) ^^(954)75�1AL. aF� TOTAL- 2 '101 CUAU�// PJtgq p$K_S=OURS TC ILL TC OILICi �/ - BC OL �g55� s BC LL LUJ� TOT.L 1 -,,1,9.4- W-8' RIGHT RAKE - 1'11"11 RIGHT JIG 25'.17 SEC 23436 3.0716.23 SCALE-0.1250 30.OpsF REF 15.OpsF DATE 09-09-2003 10.OpsF DRWG 0.OpSF IMJ 55.0 sF 0/A LEN. 50 1.33 24. 0" ' TYPE h I pS TOP CHORD 2x6 SP M-14 BOT CHORD 2x6 SP M-14 :B3 2x8 SP 2400E-2.OE: :B4 2x4 SP #2 N: WEBS 2x4 SP #3 . IO PITCH ------LUMBER------ AXL BND CSI T1 5.0 2x6 SP M-14 0.07 0.15 0.23 T2 5.0 2x6 SP M-14 0.00 0.32 0.33 T3 -5.0 2x6 SP M-14 0.00 0.32 0.32 T4 -5.0 2x6 SP M-14 0.01 0.24 0.24 B1 0.0 2x6 SP M-14 0.21 0.07 0.28 B2 0.0 2x6 SP M-L4 0.16 0.07 0.23 B3 0.0 2x8 SP 24GOF-2.OE 0.02 1.68 1.70 B4 0.0 2x4 SP #2 N 0.00 0.10 0.10 85 0.0 2x6 SP M-L4 0.12 0.06 0.19 fi 140 MPH WIND, 14.64 FT MEAN HGT RSCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP 6, WINO TCOL-S.0 PSF, WIND BCOL-5.0 PSF. LOC-Ft FORCE RIGHT ENO VERTICAL NOT EXPOSED TO WINO PRESSURE. 0.29 -2581 18.25 -1136 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LORD. 32.75 -1156 - 43.06 -I4D6 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 9.62 2276 9.62 1772 COLLAR -TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24" OC. OR RIGID CEILING. 25.38 913 25.00 -210 BC ATTIC ROOM FLOOR LOADING: LL - 75.00 PSF: OL - 50.00 PSF: FROM 18-5-L2 TO 35.99 1271 32-6-4. ' WARNING: THIS TRUSS DOESN'T MEET L/360 LL AND L/240 TL RELATIVE DEFLECTION CRITERIA. ACTUAL IS L/135.86 LL AND L/82.73 TL. WARNING: FURNISH A COPY OF THIS OWG TO'THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. �-- 25' 1 21 G'2"13_i_ �- -a- N��-7.1"1.-�}- 6.9"12 aIW 7- 8 ^ � �� 7.1 "3 -{ m l - 18' 4 ". -}- 14 ' 4.. 13 -4.. �-9' 77 --+-8'6"13-+6'9"12 --r7'9"17.6"13 1 5'7-7� N 20'7"3 .8.9"1013.2"4 m , i 12'5"12 Rv-1563# U-692# W-8" Rv-2889# RAKE 1'11"11 =JIT2= 27'3"7 TYP.-WAVE Cara n 8 C ptla'M1�`c cry: (esal wi-x+io �: (as,)�si-ten 49, - j 14'0"8-- L34 t 13'5"12-� 142# Rv-2565# U-600# W-4" U-71L# W-4" Rv-1178# U-383# W-8" MORRIS A. SHASHOUA, P.E. - 1908NW112AVENUE "� �'-/, 2004 CORAL SPRINGS, FL 33071 , A -rc clF Y6 5e�cb 2K8 -'s9.4- RIGHT JIG 23'8"2 SEO 23106 REV. 6.33.0716.23 SCALE-0.1088 iOUR, TC LL . 30.0psF REF TC OL 15.OpsF DATE 09-09-2003 8C OL 10.OpsF DRWG SC LL 0.0psF IMJ TOT.LO. 55.0 sF O/A LEN. 46 DUR.FAC. 1.33 - i1 SPACING 2-4.0" TYPE comn TOP CHORD 2x6 SP M-14 SOT CHORD 2x6 SP M-14 :B3 2x8 SP 2400E-2.OE: :84 2x4 SP #2 N: WEBS 2.4 SP #3 . IO PITCH ------LUMBER------ AXL SNO CSI LOC-Ft FORCE T1 5.0 2x6 SP M-L4 0.07 0.15 0.22 0.29 -2466 T2 5.0 2x6 SP M-14 0.00 0.35 0.36 18.25 -LO38 T3 -5.0 2x6 SP M-L4 0.00 0.38 0.39 32.75 -LOSS T4 -5.0 2.6 SP M-L4 0.02 0.14 0.16 47.21 -2391 81 0.0 2x6 SP M-14 0.20 0.07 0.27 9.62 2171 82 0.0 2x6 SP M-L4 0.15 0.07 0.23 9.62 1660 83 0.0 2x8 SP 240OF-2.OE 0.02 1.68 1.70 25.38 808 84 0.0 2x4 SP #2 N 0.00 0.10 0.10 25.00 -88 85 0.0 2x6 SP M-L4 0.14 0.07 0.21 40.38 1519 81 0.0 2x6 SP M-14 0.19 0.08 0.27 45.54 2119 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. 140 MPH WIND, 14.64 FT MEAN HGT RSCE 7-38, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP 6, WIND TCOL-5.0 PSF, WIND BCOL-5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LORD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. COLLAR -TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24" OC. OR RIGID CEILING. BC ATTIC ROOM.FLOOR LORDING: LL 75.00 PSF: OL - 10.00 PSF: FROM 18-5-12 TO 32-6-4. WARNING: THIS TRUSS DOESN'T MEET L/360 LL AND L/240 TL RELATIVE DEFLECTION CRITERIA. ACTUAL IS L/136.58 LL AND L/82.73 TL. �--25 25' -� N 1� WS I 6'2"13 N 7 1 16 s 12 7'8" �-{_ N{��� 12 m 5 � " T 1 2 1 �3 4XG W' V X9 T3 B4 JXAIN? WS. T4X6 (All) X4 - 1 -i 18'14 + 14'4" + U 17'4" I-+-9'7"7--8'6"13--•�-6'9"12-�7'9"12 +-7'6"13---9'7"7 N r ` 20.7 "3 1.7' 2 "4 -- L8.5"12 14'o"a -�- 17'5"12 1429 L34 Rv-1516# U-676# W-8" Rv-2922# U-727# W-4" Scab 2K8 ce earl. -ace- l2d 31, o.c. Rv-2936# U-726# W-4" Rv-1263# U-4424 W-8" MORRIS A. SHASHOUA, P.E. LEFT RAKE-- 1' 11 "11 1908 NW 112 AVENUE � 2 2004� LEFT JIG 27'3"7 CORAL SPRINGS, FL33071 RIGHT JIG - 27'3"7 (954)753.1 SCALE PLT. TYP9-WAVE TPI1995(ST01 TOTAL- 2 ```��YTY„n,L71Tll .'16; F65N REV. 6.33.0716.23 -0.1088 +YARNING++ TRUSSES REQUIRE EXTREN RlCMILNU HANOL[N6 SHIPPING 1N4 N AND BRACING. REFER TO HIS-9I (HANDLINGSUITE INSTALLING AND IRAO 5 I'OBLIBSAF TY TRf_(- WI. FOR SAFETY Pyles 9GUNL F /��ngSHOUR Ci4B •�Yy �� . I(� TC LL .3O.OpsP REF ^ oarE os-os-2oo3 LA 200 HAOISON, ` PLATE INSTITUTE, 563 THESE FUNC OR. INDICATED PRIOR TO THESE FUNCTION. UNLESS bTHERVIEE INDICATED TOP CHORD S '` C K/ i �� '. 9 rc QL 15.OfDSP ATTACHE S PROPERLY ATTACHED STRUCTURAL PANELS flN0 BOTTOM CHORD SHALL HAVE A PROPERLY flT' '. Z ORWG ' (�0'IM1 >t CEILING. • EREDRTRODUC FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION C T ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONFABRIC 0 r • ? BC OL 1 0 . 0 S F P. I MJ Te DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: NF FABRIC TRUSSES. DESIGN CONFORMS VITL{ L•ICRB�g 55a 2 19 BC LL 0 . OPS P tla 6 A Y PROVISION SHIPPING, INSTALLING RNLI BRACING OF PUBLISHED BY THE RNERICAN FBREST TiNO PROVISIONS OF NOS (NATIONALTPI. DESIGN CONNECTORS ARE PAPER ASSOCIATION) flNO TPI. ALPINE CONNECTORS ARE MADE OF 20Gfl NASTMLES A653 GR4 GALV, STE EXCEPT AS NOTED. APPLY,CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERVISL LOCATED C /��`O 1:,I� P TOT.LO. SS.O SF 0/A LEN. 50 , per; lasn)wiaau ,�; M�+)+sL-N:rr THIS DESIGN POSITION CONNECTORS PER ORAVINGS L60 A-Z. THE SEAL ON THIS BRAWL tCRT ACCEPTANCE EF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COtU111', ' DESIGN SHOWN. __THE SUITABILITY RNO USE OF THIS COMPONENT FOR ANY PARTICULAR BU fj� iii�������� �YYY B� 51 DUR.FAC. 1.33 SPRC IIJG ZH.Q" TYPE coma TOP CHORD 2x6 SP M-14 BOT CHORD 2x6 SP M-14 :83 2x8 SP 240OF-2.OE: :B4 2x4 SP #2 N: WEBS 2x4 SP #3 , ID PITCH ------LUMBER------ RXL BNO CSI LOC-Ft FORCE T1 5.0 2x6 SP M-14 0.07 0.15 0.22 0.29 -2470 T2 5.0 2x6 SP M-14 0.00 0.35 0.35 L8.25 -1041 T2 -5.0 2.6 SP M-14 0.00 0.38 0.38 32.75 -1062 T1 -5.0 2x6 SP M-14 0.07 0.15 0.22 49.71 -232S 81 0.0 2x6 SP M-14 0.20 0.07 0.27 9.62 217LI B2 0.0 2x6 SP M-14 0.15 0.07 0.23 9.62 1663 B3 0.0 2x8 SP 240OF-2.OE 0.02 1.68 1.70 25.38 811 84 0.0 2x4 SP #2 N 0.00 0.10 0.10 25.00 -92 BS 0.0 2x6 SP M-14 0.14 0.07 0.20 40.38 1506 61 0.0 2x6 SP M-14 0.19 0.08 0.26 45.29 2046 WARNING: FURNISH R COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. 140 MPH WIND, 14.64 FT MEAN HGT RSCE 7-98, CLOSED SLOG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP 6, WIND TCDL-5.0 PSF, WINO BCOL-5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LORD. (R) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. COLLAR -TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24. OC. OR RIGID CEILING. BC ATTIC ROOM FLOOR LORDING: LL - 75.00 PSF: OL - 10.OD PSF: FROM 18-5-12 TO 32-6-4. WARNING: THIS TRUSS DOESN'T MEET L/360 LL AND L/240 TL RELATIVE DEFLECTION CRITERIA. ACTUAL IS L/136.43 LL FIND L/82.73 TL. j- 25' -I•- 25 j 7' 1..1 +6.9"12 �W5 7.8" 6-�I- 3 1-N-I��-�I �u+a 2 5 sp �1. -lice- T T2 2X 7x ) 12 2 x4 T3 m 5 F-7- B4 X4 7 W4 T X6 W9 _m 0 2 (R) W6 X }' T4 W W3 m /• W8 4X6 (Rl) =3 4X6 /.y.. BL 82 1 63 2 BS 66 f--9'77----8'6"13-6'9"12-7'9-12----7'6-13-4--9'77 N -20' 7 "3 8' 9"10 17' 2"4 m , i---18.5"12 21 14.0"8 -L7'5"12 14# L34 Rv-1517# U-6B2# W-8" Rv-2907# U-728# W-4" Rv-2936# U-726# W-4" Rv-1458# U-653# W-8" MORRIS A. SHASHOUA, P.E, LEFT RAKE - 1'll"11 1908 NW 112 AVENUE �' � 2 2004 RIGHT RAKE - 1'11"11 LEFT JIG - 27'3"7 CORAL SPRINGS, FL33071 MAR RIGHT JIG 27'3"7 PALE. TYPB-WAVE TPI1995(STD) (954)753.1 TOTAL- 18 ``��%1T.•.•L,)711Y//�/i REV. 6.33.0716.23 SCALE 0301088 -VRRNING« TRUSSES REQUIRE EXTREMhAkw NG HRNULING SHIPPING INS4 N AND BRACING. REFER TO HIB-St 078NOLING INSTALLING AND BRACING) kBLISHEO 111' TpI S• B I 148SHOUA, rc LL 30.Opsf REF PLATE INSTITUTE, 583 0.ONOFRIO OR. SUITE 200 MADISON, WI. S37181 FOR SAFETY @t17 BE �� 'P. �i� PRIOR TO PERFORMING THESE FUNCTION. UNLESS bTHERWI$E INDICATED TOP CHORDS F.-R VV�E,,-` ���.•9 i TC OL 15.OpSf DATE 09-09-2003 PROPERLY ATTRCHEO STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY R4(,`ICEILING. •*IMPORTANT+. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION C q�� BC DL 10 • Q Sf DRWGALPINE ENGINEERED PRODUCTS: INC. SHALL NOT BE RESPONSIBLE FOR AN`Q pDESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRIC Il.! :JHANDLING, SHIPPING, INSTALLING FIND BRACING OF TRUSSES. DESIGN0 , 195 F ' BC LL 0.Opsf IMJ PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICRN F9REST4BNO r- At PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS FIRE MADE OF 20GA RSTM A653 GROG GALV•. ST P'CC- •; ` TOT. 55.0 of 0/8 LEN. 50 vime: (vw)aaivaw wc(ss•)�st-ezn EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWIC LOCATED 1.33 '• THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SlAL ON THIS ORflYiflG tCAT F C OUR.FRC. ACCEPTANCE 6F PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CO $• DESIGN SHOWN. e•THE•SUITHBILITI AND USE OF •THIS COMPONENT FOR ANYoPHRTICULRR B •• ®•• `8�( 51 SPACING 24.0" TYPE comn