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J7 12 {trx 11,'I ..• ar EJ22 -4A PIGGY BACK '� U� � ., a ,a'f' ' nz : 0 c 12 TRUSS RESTS ON 5 1° -m yo^Z = y t r � ANGLE BEARING TO © 11 ° 6 1 /2 °° F- m 0 T - - 4,Y5 — -- �, -- 1— g-s— w W 0 a -- - --- o _ -1 20' 10°°6 W CD <o w 4 �. _ 0 o W= z 1J IQ I d 4°Q STEEL TOP&BOTT. CHORD o 3 r o CD 7' 8 BLOCK WALL CD 12 °° CANT S/''�O . CUT z 3 N Q SCALE 1 /2 e° = 1 ° c o W LLI cn 1 w J o z o w� 3 J z n U W W 2 .75 oo STEED T0P&B T. o CHORDS 3 z I W o z N H ~ O 8 BLOCK WH_EE BRG o a❑ �m r-, m z Yo w z z w 0 r U _j z a_ VIEW CLIPS PER EN, I LEERED DRAWINGS 1 Ld O Z W --I CE 0 ❑ ° Li w m O Q 1-- cn .. SCALE I l co ~ Out m U f — U.. cn o z w 0 n U_ m- UJ Of w l-- 01 w a z f- N > w w O Z '� SO. CUT CANT J �0 3 O p cw IZ 3 0 O + Uz o Ut10ITU J 0 M > dz = wo ir o w JOB # �_ ° z J 0 ry z 1 9 ,rC7 J LLI cn 0 10331 L ENNA RD RD. PT. S T. L UCIE, FL. 34 952 PH: 561-335-3207 PH.- 888-758-7877 FAX.- 561-335-3209 EMAIL: sltrussCa tcoast.4ez. com 00' ST. LUCIE TRUSS CORP. -_ "QUA L/TY AND SERVICE IS WHAT WE SELL" QUALITY MANUFACTURERS OF ALPINEOROOF AND FLOOR TRUSSES WOOD AND STEEL. - JOB #. 13109 CUSTOMER; MOSELY & SONS SALESMAN; CHARD EDGE ?�4v,VVT -*-Zo2-o l` => PGA LEARNING CENTER / PSL Book of Details TRUSSTEEL TRUSS -TO -TRUSS CONNECTION Use one clip Girder vertical as shown when supported truss height is less c �---�_ than 4'0" or A =g" SuPP orted supported truss I o truss vertical reaction is less than 1976 lbs. X -s A /� U R TRUSS —TO —TRUSS CONNECTION DETAIL 1—CLIP Irticals ported ;s vertical dv A �, a j Girder verticalaA&� Use two Clips as shown when supported truss height exceeds truss or supported t � truss reaction exceeds 1976 lbs. Supported truss vertical 14- Uw 11 R TRUSS —TO —TRUSS CONNECTION DETAIL 2—CLIPS Girder verticals 31 Supported <truss vertica — T R \7 T R GIRDER PLY —TO —PLY GIRDER PLY —TO —PLY CONNECTION DETAIL CONNECTION DETAIL 2 MEMBER 3 MEMBER **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING_ INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RTGIC CEILING. 77 ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR% BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AN[ PERMANENT -BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE TH TRUSSTEEL DIVISION RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIB ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACIN OF POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEERS SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TR S DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. Maximum Reaction (R) Number of Clips X 988# 1 3 988# 2 2 1482# 1 4 1482# 2 2 1976# 1 5 1976# 2 3 2470# 1 N/A 2470# 2 3 — X is number of #10 self drilling screws on each side of each clip in each web member. TSC2 75 CHORD TRUSSES TSC4 00 CHORD TRUSSES A — TTC3 Clip A — TTC4 Clip B — TTC5 Clip B — TTC7 Clip U—Clips are 20ga (0.0329" min.) ASTM A653 SS grade 33 General Notes: 1. All screw spacings and edge distances shall not be less than 0.625". 2. Each screw must be capable of resisting an allowable lateral IDad of 220# minimum using the AISI specification provisions for screw connections set forth in a CCFSS technical bulletin (Vol. 2, No. 1). 3. A clip bearing must be used in TrusCad. This will ensure that screw quantity V is calculated properly. 4. R = reaction from TrusCad analysis. 5. Girder verticals must be 3/4" x 3/4" for TSC2.75 trusses or 1-1/2" x 1-1/2" for TSC4.00 trusses. If TrusCad analysis results show you need a bigger web, contact an Alpine engineer. \ \\\��111111111�1111��/ported truss verticals are larger than 3/4" x �.��i�� for TSC2.75 trusses or 1-1/2" x 2" for G �9��russes, truss —to —truss clip must be a "B" clip. �.•' Certificafe TRUSSTEEL DETAIL MAY 14 2001 - DATE 09/25/00 DRWG TS001 —ENG RIIEIIDIIIrr-IAG TSC2.75 SPLICES This line of screws 12" may be #14AMS.75 or #14AMDR1.5 "vI1 61 screws f I 7@ .625" 1 " 62215' 12" U .62 A%V1L CAPACITY #14AMS.75 only = 1976 #14AMDR1.5 & #14AMS.75 = 2174 DETAIL A Chord splice location 12"- 3/4" x 1 1/2" 20 ga. tube 12"- 33T5CS2.75 splice connector 2.75"' chord section This line of screws is to be #14AMS.75 TSC2.75 12" in 6" V AXIAL CAPACITY #14AMS.75 only = 3952 #14AMDR1.5 & #14AMS.75 = 4347 DETAIL C 1z" 6` U B A AXIAL CAPACITY #14AMS.75 only = 5928 #14AMDR1.5 & #14AMS.75 = 6521 DETAIL E Iz" N 6' 30 I" .625" r .625'.625 AXIAL CAPACITY #14AMS.75 only . = 6916 #14AMDR7.5 & #14AMS.75 = 7608 DETAIL F in 12' 6• u u I MR 625 2B 1" ' � 62 .62 ^625" .625. 62 .62 " 4 B 6 BAXIA4 \111111111111// #14AMS.75 only CAPACITY _ 2964 #14AMS.75 only CAPACITY _ 4940\\\\�� AL CAMCII GLARK !/j�/�//��/i/`/ #14AMDR155o1&y#14AMS.75 = 80D0 #14AMDR1.5 & #14AM5.75 = 3260 #14AMDR1.5 & #14AMS.75 = 543� �,• •�� # DETAIL B DETAIL D �•' Certificate DETAIL G No. 17455 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING P�igY 1 4 2 01 TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY _ _ DATE 09/25/00 ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �• = DRWG TS002 7 ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THEINSTALLATIONCONTRACTOR. I a -ENG BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TOR EDUCE ON OF BUCKLING LENGTHS . To RESIST LATERALL AL FORCESANDTRUSSES AND PLUMB, SHALLBEPERMANENT/////i��RED •ENG��`�� TRUS STEEL DIVISION RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBL !!!!l1111111111111, ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. Simpson A35F (or equal) Framing Anchor at 48" O.C. along support truss, unless otherwise specified. Attach to one face of trusses with (4) #10 SD5 in top chord of support truss and (4) #10 SDS in bottom chord of piggyback truss. TTC7 clip mcy also be used as shown in Alternate Section A-A2. 150F125-33 Furring Channel Purlin attached to top chord of support truss with (2) #10 SDS. Space furring channel purlins as noted on specified Alpine truss design drawing. Purlin spacing not to exceed 24" O.C.. Piggyback truss Support truss TSC2.75 or TSC4.00 TSC2.75 or TSC4.00 Section A - ( Base truss and piggyback truss same thickness) Alternate Section A -Al (Base truss TSC4.00 and piggyback truss TSC2.75) Closed edge of TTC7 ' TSC2.75 TTC7 -� (z) Ito sos (z) #to sos General Notes: TSC4.00 1. If base truss is a TSC4.0 chord, the piggyback truss may be a T'�p1�sII�IJIdl�l�1/j// �� 11 A K �""//ij� Alternate SectionLA-AZ 2. SDS = self dril�l$I x,c�F. • • • • kV truss N\\�� Certificate F�� p ggybacktruss TSC2.75) **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING c = TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLYHI , 2001 = DATE 09/25/00 ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID _ CEILING. _ DRWG TS003 ALPINE **IMPDRTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. - —ENG 7�BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT Or TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND / IOT ' PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE TRUSSTEEL DIVISION RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING 0 ////l/1111111111T�1Y�\ POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. / / TSC2.75 PITCH BREAK CONNECTIONS 33T58UC3.5 or 33TSHC3.5 or 43TSBUC3.5 43TSHC3.5 BENT—U Pitch Break Connector HINGED Pitch Break Conneciot-11 General Notes• 1. See the sealed truss engineered drawing .� Screw contact area for required screw quantities for each - ri� Screw contact area screw contact area. �!�<-<.7•� `,` 2. Screw contact areas that coincide with .,. i, � :`\ :•a\ � '}_ - - s• �� other contact areas may use a common screw for both areas. This will result in a reduction in the total number of screws required at the pitch break joint. 3. All screws used to attach members 'P\V /\ s/\\� i� as shown in these details are to be 14AMDR1.5 screws. SCREWS THROUGH THE LAPPED AREA S Screw contact area �S ^y SCREWS THROUGH THE CHORD AREA Screw contact area SCREWS THROUGH THE LAPPED AREA Screw contact area • S,. 4. 6 688„ •..IiYi : M � N SCREWS THROUGH THE CHORD AREA h`O Screw contact area \ / \/.zs zs^ uliP��' \ A �.. SCREWS THROUGH THE WEB AREAS SCREWS THROUGAIP:WEB G fl C8t8 No. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY MAY 1 1 ��= DATE 09/25/00 ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID /.'►'¢7 {{ CEILING. :4 DRWG T5004 77 ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TD THE INSTALLATION CONTRACTOR. C• t f —ENG BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT or TRUSS MEMBERS TO / r REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND �i TRUSSTEEL DIVISION PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF I(11111111111t�\,`\ POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEERS SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. TSC2a75 K®WEB CONNECTIONS 33TSHC3 5K OR 43TSHC3 5K HINGED PITCH BREAK CONNECTOR USED IN WEB —TO —CHORD K—WEB JOINT a: 3 .75" 75" �-.25" .75" ------------ Webs not shown for elaritY• ! / �\ ---._ l.e.,,u___�!____t._____- /.5625 •� _ -"� ____ -__.__ ---r-- i Chord %� ,/- 1\ l.if Chord -------------------------------------------- / X,�. Chord ands hare. Vertical web 'P` �� 1 �'•� to pass through hinged pitch / \ ! break connaclar. Y Center SCREWS THROUGH THE LAPPED AREA SCREWS THROUGH THE CHORD AREA on web- rivet to be placed �o� 1S5 � -side edge of vertical. SCREWS THROUGH THE WEB AREAS TSCC662 CLIP USED IN WEB —TO —WEB K—WEB JOINT General Notes: 1. See the sealed truss engineered drawing for required screw quantities for each screw contact area. 2. Screw contact areas that coincide with other contact areas may use a common screw for both areas. This will result in a reduction in the total number of Closed edge screws required at the pitch break joint. of TSCC662. �' �: J, -Closed edge !j "I 3. All screws used to attach members as shown in of TSCC662. 4], these details are to be #14AMDR1.5 screws. 75 Web to pass through i TSCC662 clip. % di `�•/ 3i ✓i%/ = Screw contact area ,, uuuuurr ✓'// 3D VIEW OF TSCC652 WITH WEBS O�` CLARx SCREWS THROUGH THE WEB AREAS `•'��'•" �. Certifica F t "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING NO. 17455 TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY _ - DATE 09/25/00 ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID = �* r t - cEalrlc• `°'r;iA�/ 1 ��GI DRWG TS004A ALPINE "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. 9 • P BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT Or TRUSS MEMBERS TO — E N G REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND f" O PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE TRUSSTEEL DIVISION RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. Scissor Hee9 Bearing Sat Connector For TSC2.75 or TSC4.00 Chord x = 1" for TSC2.75 chord x = 2" for TSC4.00 chord 7 45' n Bearing width 1 1 2" l0 12" Flush to inside edge o boating 1 1 /2" to < 2 1 /4" 3" x 3/4" x 1-1/2" block regl when end diagonal starts a the ofthe 3/4" x 1-1/2" vertical to < 2 1 /4" ��• Certificate **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY �,/14 ZQQ _ DATE 09/25/00 ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED MID 0 — CEILING. _ __ DRWG T5005 7 ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. •Q\� —ENG BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY APERMANENT TRUSSTEEL DIVISION RESPONSIBILITY AOF OTHERSCING. TO . LATERALSIST ALPINE ENGINEE ED PRODU TS. INC. USHALL SSES PNOT BT BE RESPONSIE E D ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN DR HANDLING, SHIPPING, INSTALLING. AND BRACIN OF /111111111111 off\\ POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TR SS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. wF C 2 w 7 . `N, Ll F ------------------- 1.5------------------ a— ` 0.375 .0.375 SECTION GAUGE FULL SECTION PROPERTIES FULLY BRACED ALLOVYA.BLES 0.75 �; NAME Tension: Compression Moment \NeighT is Ag Ix Sx* ly Sy To I'a Max" 0.25 (in2) (in4) (in3) (7n4) (in3) (Ibs.) (Ibs.) (in—Ibs.) (IE?s.%ft.) ----------- ' 218TSC2.75 22 0.2510 0.2450 0.1754 0.0709 0.0943 8283 6931 5787 0.83 0 33TSC2.75 20 0.2888 0.2803 0.2002 0.0813 0.1081 953U 8203 660'7 0.97 U 43T5C2.75 18 0.3716 0.355'L 0.2532 0.104i1 U.13t32 1 L263 1 0b63 8354 1 .'L6 ------------------------------- ---------------------------------------------------------------- Y ________________________ __ n * Sx and Max are for positive bending causing compression at the closed end of X the section. n o Properties determined according to American Iron and Steel Institute's Specification C! for the Design. of Cold—For:Tmed Steel Structural Members dated August 19, 1986 with Decernber 11, 1989 Addendum. _- All steel is ASiM A653 steel with G60 minimum galvanization r_, If' Fy = 55 ksi 0 Fu •= 65 ksi �+O.75—�—* 0.75 NOTE• ---------------.1 5.______-•_-------_ ALL DIMENSIONS ARE IN INCHES GLAR/,C i 1�• Certificate * C" **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING TRUSSTEEL DETAIL IN57ALLING AND BRACING. UNLE55 OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY �� DATE 09/25/00 ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI L�Q CEILING. DRWG TS007 7 ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ,� —ENG BRACING DEPICTED ON THIS DESIGN 15 ONLY FOR LATERAL SUPPORT Or TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND �• - • �� PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE TRUSSTEEL DIVISIONOTHERS. T+'•+� •••• O� e�� BO ALPINE ENGINEERED PRODUCTS, INC. FOR RESPONSIBILITY ANY DEVIATIONFROMS P GI THISDESIGN OR ENGINEERED PRODUCTS. O SHIPPING, INSTALLING. AND B BRACING Or y�/✓/�� ® � ��``� POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS d1101iliIIhU.9uNp DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. 0.75 TSW.75x2.25 0.75 SECTION GAUGE FULL SECTION PROPERTIES FULLY BRACED ALLOWABLES NAME Tension Compression Moment Weight Ag Ix Sx To Pc Ma 0n2) (In4) (In3) (lbs.) (I bs.) (1n—lbs.1 (Ibs./ft.) 33TSW.75x.75 20 0.0948 0.0078 0.113205 2560 2226 563 0.322 33TSW.75x1.5 20 0.1473 0.0423 0.0564 3978 3325 1522 0.501 Ln N 33TSW.75x2.25 20 0.1998 0.1182 0.1051 5395 3624 2807 0.680 N -- - Properties determined according to American Iron and Steel Instituta's Specification for the Design of Cold —Formed Steel Structural Members dated Augus; 19, 1966 with December 11, 1989 AddendUrn. The allowable values given in this table do not reflect any strength increase due to the cold work of formir.g. All steel is G60 minimum galvanization Fy = 45 ksl Fu = 55 ksi 0.75 CD n e7 NLL Li DIMENSIONS ARE IN INCHES ---------ALL TSW.75x1.5 TSW.75x.75 Certificate 'n No 7,455 "WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING Z TRUSSTEEL DETAIL DATE 09/25/00 INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY MAY 1 4 2�01 = [ ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID uj — DRWG TS009 CEILING. -_ - ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. _r G GIV BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO FI a REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND SHALL BE THE /// F ••• ' iNG TRUSSTEEL DIVISION PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE \\\ RE D \\V\`` fill 1111111111\\ ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. 1.50 TSW 1.5x3.5 1.50 TS-C4.00 WEB PROPERTIES SECTION GAUGE FULI- SECTION PROPERTIES FULLY BRACED ALLOWABLES NAME i'onsion Compression Moment Weight Ag (in2) Ix cx (in4) (in3) Ta 1 Pa Ma (lbs.) (:bs.) 33T5W1.5x1.5 Z0 0.1998 0.0705 0.0939 5395 4553 2535 0.580 47TSVJ1.5x1.5 16 0.2741 0.0942 0.1256 7400 6435 3389 0.932 33TSW1.5x2.0 20 0.2348 0.138, 0.1381 6340 4785 3718 0.798 47TSW1.5x2.5 18 0.3721 0.3179 I.2544 10045 7842 6562 1.265 63TSW1.5x3.5 16 . 0.6150 0.9346 0.5341 16604 12442 14420 2.091 Properties determined cccarding to American. Iron and Steel Instilute's Specifirotian for the Design of Cold --Formed Steal Structural Members dated August 19, 1986 with December 11, 1989 Addendum. The allowable values given in this table do not reflect any strengh increase due to the cold work of forrnir.g. All steel is G60 minimum galvanization Fy '= 45 ksi Fu = 55 ksi 1.50 1.50 C:) C IIIAIIIRIIIII/JK"7j/ �� N•• , /L----Jj r, TSW1.5x2.5 TSYJ1.Sr.'t.0 �.• Certificate' .•,A VA **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPINI� INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY Ey�� 4 2�U� ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID MAY CEILING.7� _ ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.— BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT Or TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY A PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE ' • •• TRUSSTEEL DIVISION RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING JJIlI I I1tIFI1H1Tl POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEERS SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRU DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. N9TE;. ALL DIMENSIONS ARE IN INCHES TRUSSTEEL DETAIL DATE 09/25/00 DRWG TS010 —ENG SCREW PLACEMENT AND ALLOWABLE SCREW LOADS SCREW PLACEMENT DETAIL A — Lip clearance (.25" for #12 and .3125" for #14) B — Edge distance ( 1.0 x Screw Dia.) C — End distance (3.0 x Screw Diu.) S — Minimum screw spacing (3.0 x Screw Dia.) B ---------------,/ Available area for screws ------------------------------------------------ SCREW DIA. MIN. SCREW SPACING SCREW EDGE (in.) & END DISTANCE (in.) DISTANCE (IN.) #12 d = .216 #12 S=C= .625 #12 B = .216 #14 d = .250 #14 S=C= .750 #14 B = .250 Detail D — Recommended screw placement for minimum screw count. Place screw in the center of the available area. Screw quantity as specified by the truss engineering drawing. Detail E — Recommended screw placement for multiple screw count. Begin placing the screws in the center of the available area and expand toward the outer edges. Screw quantity as specified by the truss engineering drawing. -------------- F i - -5 / ------ 07ra. ------- ----- / i e - ---•.--------------- - -------------- Detail D Detail E TYPICAL SCREW PLACEMENT SECTIONS ALPINE AMS ALPINE AMD SINGLE SHEAR SCREW DOUBLE SHEAR SCREW I' 1" r c,- tv (Ihs_) for 14AMD double shear screws TrusSfeel Web Gauge TrusSteel Chord Gauge 22g-28TSC 20g-33TSC 18g-43T5CN1438 C 20g-33W 708 781 899 18g-47W 788 989 127816g-63W 788 989 1278 .._a. ", (Iha 1 fnr 14AMS-75 sinale shear screws TrusSteel Web Gauge TrusSteel Chord Gauge 22g-28TSC 20g-33TSC 1Bg-43TSC 16g-54TSC 20g-33W 266 266 266 266 18g-47W 437 437 437 437 169-63W 437 437 437 437 General Notes- 1. 14AMD Double Shear screws mentioned above consist of 14AMDB1.25, 14AMDR1.5, 14AMD82.125 and 14AMDR2.375. 2. 14AMD screw values were determined by test following guidelines set forth in Chapter F of the American Iron and Steel Institute (AISI) "Specification for the Design of Cold —Formed 5teel Structural Members". 3. 14AMS screw values were determined by calculations set forth in the American Iron and Steel InsKtLitdll(AlfitJ)�(/"Specification for the Design of Cold —Formed Steel Structural MerT��i\�'GLARI( �i//� \N �.• .F ertl Icate TRUSSTEEL DETAIL **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID-' CEILING. S No. 17455 _ �,`Y u� 200 DATE 09/25/00 DRWG T5011 —ENG ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. 77 TRUSSTEEL DIVISION ALPINE ENGINEERED PRODUCTS, INC. POMPANO BEACH, FLORIDA BRACING DEPICTED ON THIS DESIGN 15 ONLY FOR LATERAL SUPPORT or TRU55 MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE OF THE TRUS OF TRUSSES. DEAN ENGINEER'S ON APPLIES TO INSTALLING. DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. • �' i/ /�J�J!•1J. TSC4.00 SPLICES 2D This line of screws 24 may be #14 AMS.75 " or #14 AMDR2.375 2o" - 1 1/2" x 1 1/2" 20 ga. luha to- screws. 20- - 54TSCS4.00 splice .—.dor-----'--- - -'-- -- - 4.00 chord ]eelion _ C ' o .7 0 .75" 1. A%_Al._Ga°A�II� •-17--.... r:. ::• c:• : ':.,[ n -N #14 AMS.75 ONLY = 15752F U)A AMUN2.575 & /14 AV.5.75 = 173U50 This line of screws D=TAIL F± 75' is to be #14 AMS.75 z0- 10' ^ .75" 1• A%IA. CAPACITY #14 AMS 7S ONLY #14 AMOR2.S75 & #14 AM.S.75 a 3646# DETAIL A 20- '0 .75 1' .gxw_� cAppclry [14 AM5.75 ONLY = S2442 #14 AMDR2.375 & #14 AMS.75=.5763f DETAIL 6 7 7ALPINE 7 TRUSSTEEL DIVISION ALPINE ENGINEERED PRODUCTS, INC. POMPANO BEACH, FLORIDA Chord ]pike I ... I[ n 20• ,0• ................. .................. . 7]' .75 .75• t¢14 AMS 75 ^NLY = 6992/ J 14 AMDR2.375 & /:4 AM.5.75 = 7691 DETAIL 0 20• 1 .__._10_. _.__ 1... ............ ..... .. �75r._—_.rr AK"A1 _CAPAyIP' #14 AMS.75 ONLY = 674D4 #14 AMD'2.373 & #14 AMS.75 = 9614# DETAIL_ D il 20' ,o �20 ..71 � #14 A- .75 ONLY = 104118,4 p14 AMDR2.375 L. 914 ALIS.75 = 11537q DETAIL E 20' 10• 2� .7 A%IAe-5AP9r.13-y R14 AMS.75 ONLY _ 1223S1j #14 AMDR2.375 & #14 AY.5.75 a 13460# DETAIL 2D t0- .75• #14 AMS.7fi ^.NLY = 1749v2 #14 AMDR2.575 & #14 AMS,75 = 1922Sp DETAI -i 20 t0• Z .75• ax1A._SA'A47]_Y #14 AMS.75 ONLY = 192284 PIA AMDR2.575 & #14 AMS.75 - 2O9760 DETAIL. 20 20• �_ 10• to-� --'-'-- ..................... - -_ 36 .73 T•—IOM .7S• yL A,(1a4_4AFACITY AYLS:, ra _Akin 014 AM5.75 ONLY = 13984j 014 A145.75 ONE! = 20976# 5T14 AMDFi2.SZ�1Fc��l�i!�H5//T ,1536Zh #14 AMDR2.375 & #14 AMS.75 = 209764 K --------DETAIL----------- **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THI5 DESIGN TO THE INSTALLATION CONTRACTOR. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY ANC PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUS/,gN�' DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. �.• • Certificate �k<'S No. 17455 • S 's orida TRUSSTEEL DETAIL DATE 09/25/00 DRWG TS012 —ENG 3-1/299 GABLE ANGLE BRACED SINGLE STUD ROOF SHEATHING SLAP TO BLOCK —�� WITH (4) x8 SC9.;.'EW5. 2 362S162-33 C -----i45 I 62S162-33 BLOCK OPED AND BENT (2) #8 SCREW BLOCK TO TRUSS EACH END LAP TO GABLE END STUD WITH (4) #13 SCREWS. ; s USE (5) #10 SCREWS IF ':10 MPH WIND AND 24" STUD SPACING. STUD SPACIN END FRAMING GENERAL NOTES: 1. THE GABLE END TRUSS IS ASSUMED '1'0 BE SUPPORTED VERTICALLY, HORI7-ONTAL.ff AND LATE.RAL.L.Y A.1.ONG ITS EN IRE LENGTH. THE. BUILDING DESIGNER :5 RESPONSIBLE FOR THE DESIGN OF THE SUPPORT AND ROOF DIAPHRAGM AND THE CONNECTION WALL AND THE �EILI'NG OF THE CABLE TRUSS TO THESE SUPPORTS. 2. THE DESIGN OF THE GABLE END TRUSS IS BASED ON THE GRAVITY LOADS 51-IOWN IN THE TITLE BLOCK BELOW ALONG WITH THE FOLLOWING WIND 'EGAD CRITERIA: WIND SPEED = 110 MPH AND 80 MPH MEAN HEIGHT' = 15' ENCLOSED A.SCE 7-93, i = 1.05, I-XPO'SIIRE' C COMPONENTS AND CLADDING LOADING 3. ATTACH THE STUDS TO THE TOP AND BOTTOM TRACK W:-*H (2) #10 SELF DRILLING AND SELF TAPPING SHEET METAL SCREWS. 4. GABLE STUDS ARE ASSUMED TO BE FULLY BRACED, BY SHEATHING, ALONG THEIR ENTIRE LENGTH FOR IN —TRUSS —PLANE BUCK.LiNG. SHEATHING AN-D ITS CONNECTION TO THE CABLE TRUSS IS TO 5E. DESIGNED BY THE. BUILDING DESIGNEER. 5, ALL MATERIAL IS UNIMAST AS SHOWN OR EQUAL. 6. INTENDED FOR USE WN!Ti ALPINE TrusS?eel TRESSES ONLY. DOUBLED STUD CROSS SECTION TRACK 15 362T125-33 362S162-33 STUD ARE PLACED BACK. TO BACK. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 7 ALPINE "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND TRUSSTEEL DIVISION PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILIIY OF OTHERS. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE ALPINE ENGINEERED PRODUCTS. INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. 362S162--33 STUD MAXIMUM LENGTH STUD SPACING WIND SPEED DEFLECTION CRITERIA L/180 L/24CI L/360 FLATERALLY 24" 110 5' 5" 6' 5" 6' 3" 80 8' 10"8' 10" 7' 9 SINGLE STUD 16" 110 7' 1O" 7' 10" 7 2" 80 10' 10" 10' 2" g 10„ ANGLE BRACED 24" 110 12' 10" 12' 10" 12' 10" 80 17' 7" 17' 7" 17' 7' SINGLE STUD 16" 110 15, 9" 15' 9" 15, 9" 8O 2.01 9" 20' 9" 20' 9" STR0-NO AXIS � LATERALLY 24" 110 9' 1" 9' D" 7' 10" 5D 12' 3" 11' 2" 9' 9" UNBRACED DUUBE.EO 5T �{�IIIIIW 1 6" 11L' 11' 1" 10' 4" 9' D" K% 14•' '1" 12' S" ll' 2" Certificate No.17455 florloa iiTFRED�EI,G,• " //!l111111111fi1�' TC LL 30.0 PSF TRUSSTEEL DETAIL JC DL 7.0 PSF DATE 09/25/00 aC DL 7.0 PSF DRWG TS013 BC LL 0.0 PSF -ENG zz =fOT. LD. 44.0 PSF 5-1 /2j 9 GABLE END FRAMING - NOTES• ANGLE BRACED SINGLE STUD ROOF SHEATHING---- .---LAP TO BLOCK WITH (4) #8 SCREWS. 7--362S162-33 BLOCK COPED .AND BENT �3625162-33 I L 2 \ \ (2) #8 SCREW BLOCK ` TO TRUSS EACH END LAP TO GABLE END STUD WITH (4) 98 SCREWS. s * USE (51 #10 SCREWS IF 110.MPH WIND AND 24" STUD SPACING. DOUBLED STUD CROSS SECTION TRACK IS IS S50S162-33 STUD SSGT ARE PLACED BACK TO BACK.. STUD PACIN 1. THE GAB . E END TRUSS IS ASSUMED TO B SUPPORTED VEP.TICALL'(, HORIZONTALLY AND LATERALLY ALONG ':TS ENTIRE LENGTH. THE BUILDING DESIGNER i5 RESPONSIBLE FOR THE DESIGN OF THE SUPPORT WALL AND THE CEILING AND ROOF 'DIAPHRAGM. AND TiIE CONNECTION OF THE GABLE TRUSS TO THESE SUPPORTS. 2. THE DESIGN OF THE GABLE END TRUSS IS BASED ON THE GRAVITY LOADS, SHOWN IN THE TITLE BLOCK BELOW ALONG WITH THE FOLLOWING WIND LOAD CRITERIA: WIND SPEED = 110 MPH AND 80 MPH MEAN HEIGHT = 15' ENCLOSED ASCE 7-93, ; = 1.05, EXPOSURE 'C COMPONENTS AND CLADDING LOADING 3. ATTACH THE SUDS TU THE TUP AND BOTI"UM 'TRACK WITH (2) #10 SELF DRILLING AND SELF TAPPING SHEET METAL SCREWS. 4. GABLE STUDS ARE ASSUMED TO BE FULLY BRACED, BY SHEATHING, ALONG THEIR ENTIRE LENGTH FOR IN--TRIJSS--PLANE BUCKLING. SHEATHING AND ITS CONNECTION TO TI4E GABLE TRUSS IS TO BE DESIGNED BY THE BUILDING DESIGNER. 5. ALL MATERIAL IS UNiMAST AS SHOWN DR EQUAL. 6. INTENDED FOR USE W;TH ALPINE. TrUSS1ee.I TRUSSES ONLY. 5505162-53 STUD MAXIMUM LENGTH STUD SPACING WIND SPEED DEFLECTION CRITERIA L-/ 180 I_/2•10 1-/360 STRONG AXIS LATERALLY 24" 110 81.9" 8' 9" B' 9" 80 12, O" '2' 0" 11' 1" UNBRACED SINGLE STUD 16" i1O 10' 9" 10 9" 10 3" 80 14' 9" 14' 6" 17 8" ANGLE BRACED Z4 110 13' 10" 13, 10" 13' 10" - 80 17' 7" 17' 7" 17' 7" SINGLE STUD 18" 110 16' 1" 16' 1" 16, 1" - 80 20' 9 20' 9" 20' 9" STRONG LATERIALLY 4 2 ' 110 12' 5" 12' 5" 80 17' 0" 16' 0" ; 3' 1 1 „ UNBRACED DOUBLED STUDS 15" 110 15, 2" 14' 9" 12' 1, 80 20' 2" 16 3" 16, 0" **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. \�\��\O`:•'•••••••�'•�� •, Certificate •F ' No. 17455 ••. '- IBC TC LL 30.0 PSF TC DL 7.0 PSF DL 7.0 PSF TRUSSTEEL DETAIL DATE 09/25/00 DRWG TS014 ALPINE TRUSSTEEL DIVISION ALPINE ENGINEERED PRODUCTS. INC. POMPANO BEACH, FLORIDA **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AN PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. V I. !? i `T ' 9 �•• t Q - /�T :U!! ,y �•(7 „C�� B( LL 0.0 PSF OT. LD, 44.0 PSF —ENG EYE L TRUSS BRACING CONNECTION E.TAIL DIAGONAL BRACING 16 ga. GRADE 33 BENT ANGLE CONTINUOUS LATERAL BRACING TOP CHORD CONTINUOUS LATERAL BRACING DETAIL C CROSS BRACING REPEATED AT EACH END OF THE BUILDING AND AT 20' INTERVALS NT CONTINUOUS WEB BRACING AS I By THE TRUSS TRUTUBEEB ZING. DETAIL e --------------------------------- GENERAL NOTES 1. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING INSTALLING AND BRACING. REFER TO THE "FIELD INSTALLATION GUIDE FOR COLD —FORMED STEEL ROOF TRUSSES" PUBLISHED BY LGSEA (LIGHT GAUGE STEEL ENGINEERS ASSOCIATION, 2017 GALBRAITH DRIVE, NASHVILLE. TN 37215) FOR GENERAL GUIDANCE IN SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. ALSO, REFER TO THE "DESIGN GUID FOR CONSTRUCTION BRACING OF COLD —FORMED STEEL TRUSSES" TECHNICAL NOTE 551d, PUBLISHED BY LGSEA FOR ADDITIONAL GUIDANCE IN THE DESIGN OF THE BRACING SYSTEM. 2. THIS DRAWING IS A SUGGESTED GUIDE AND SHOULD BE CONSIDERED AS THE MINIMUM REQUIREMENTS AND IS LIMITED TO TRUSSES SPACED UP TO 48 INCHES ON CENTER WITH AN OVERALL LENGTH UP TO 50 FEET MAXIMUM. A PROFESSIONAL ENGINEER SHOULD BE CONSULTED FOR TRUSS SYSTEMS IN EXCESS DF THESE LIMITS. 3. BRACING AND CONNECTIONS ARE TO BE DESIGNED BY A PROFESSIONAL ENGCHOIRDER. ALPINE CONTINUOUSRLATOERALNDS THE DIAGONAL BRAC BRACING AND WEB CONTINUOUS AND LATERAL BOTTOM LATERA BRACING TO BE A MINIMUM OF 150F125-33 FURRING CHANNEL OR 362S162-33 STUD MATERIAL WITH A MINIMUM OF 3_#10 SHEET METAL SCREWS AT ALL CONNECTIONS. 4. WARNING, DO NOT STAND ON BRACING OR USE IT IN ANY WAY TO SUPPORT YOURSELF DURING CONSTRUCTION OR ANY OTHER TIME. 5. INTENDED FOR USE WITH ALPINE TRUSSIEEL TRUSSES ONLY. PERMANENT CONTINUOUS LATERAL WEB BRACING AS SPECIFIED BY THE TRUSS ENGINEERING. I DETAIL A DETAIL C B IL A \\\\\\111111111111///�/j NOTE: SEE TRUSSTEEL DETAIL TSO17. \\\\ CLAR **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING �� TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY �\ �• Certificate Fip/ ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID DATE NO. 17455 — 09/25/00 CEILING. DRWG TS015 77ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ! _ 1 20 —ENG BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT *OF TRUSS MEMBERS TO EE REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AN PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE TRUSSTEEL DIVISION THE �\ RESPONSIBIUIY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF S r da POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. ///T EIT� • • •G\ \\\\` lllllnnIIII ll\\1\\\� TSC4®00 PITCH BREAK CONNECTIONS 43TSBUC5.0 or 43TSHC5.0 or 54TSBUC5.0 54TSHC5.0 BENT—U Pitch Break Connectorl HINGED Pitch Break Connector General Notes: see `-1a0 a ee 1. See sealed truss engineered drawing for required screw quantities for each screw contact area. ` I. .. 2. Screw contact areas that coincide with i \� \ / �. '� ✓✓✓/� i other contact areas may use a common screw for both areas. This will result in a reduction in the total number of o• �`\ ii .o \\Z5 / screws required at the pitch break joint. 3. All screws used to attach members as shown in these details are to be SCREWS THROUGH THE LAPPED AREA SCREWS THROUGH THE LAPPED AREA 14AMDR2.375 Screws. SCREWS THROUGH THE CHORD AREA SCREWS THROUGH THE CHORD AREA —tod — SCREWS THROUGH THE WEB ARE45 SL;KtV5 IHKL)UbH ML \ttl **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING \\\\\ • • • • •'. //�i TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY te \ �O •• Certifica••��.��'; DATE 09/25/00 ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI[� No.%4. to •�� CEILING. _� DRWG TS016 ALPINE "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.= frE�Y A^�� _ —ENG BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO= fYa 4 20 � REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY A PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE T ,• TRUS STEEL DIVISION RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIB E� ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING F POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. i/e •'' • • I 10111111 J TSC4.00 K-WEB CONNECTIONS I 43T HC5.OK OR 54TSHC5.OK HINGED PITCH BREAK CONNECTOR USED IN WEB —TO —CHORD K—WEB JOINT 31 .75" .75" --------- --- -------------------- --- 5' -- ----------- ---- = -- ------------- - Web. at shown Webs not shown ----- --------- ----------------------- ----- --------------------- for clarity. ------------------------ 1 25" .8125" .8 12 for clariiy. ----- --------- ----------------------- !�h2rA ......................... ----------- Chord - --- ---------------------------------------- rl —Chord end. he,.. Vertical web J" to pass through hinged pitch break connector. SCREWS THROUGH THE LAPPED AREA SCREWS THROUGH THE CHORD ARE Center of rivet to be placedon web —side edge of vertical. SCREWS THROUGH THE WEB AREAS TSCC664 CLIP USED IN WEB —TO —WEB K—WEB JOINT .25 ':—.25" I General Notes: -75--1 1. See the sealed truss engineered drawing for required screw quantities for each screw contact area. 2. Screw contact areas that coincide with other contact .75" areas may use a common screw for both areas. This will result in a reduction in the total number of the break joint. s Closed edge Closed edge of TSCC664. screws required at pitch of TSCC664. 3. All screws used to attach members as shown in these details are to be #1 4AMDR2.375 screws. �--Web to pass through TSCC664 clip. Screw contact area 31 SCREWS THROUGH THE WEB AREAS 3D VIEW OF TSCC664 WITH WEB **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING• INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY 0 TRUSSTEEL DETAIL 09/25/00 ATTACHED STRUC RD SHALL HAVE A PROPERLY ATTACHED RIGID STRUCTURAL PANELS AND BOTTOM CHORD CEILING. 'S. * CertificateDATE No. 17455 DRWG TS01 6A ALPINE 7 77� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS To 20 —ENG REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND E 1 TRUSSTEEL DIVISION PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE ALPINE ENGINEERED PRODUCTS, INC. POMPANO BEACH. FLORIDA FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS Drid DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. THIS IS A DANGEROUS CONDITION SHEATHING FIG. 1 COMPRESSION WEBS TO PREVENT THIS 1 BEFORE AND AFTER FAILURE, ANCHOR BUCKLING. OR RESTRAIN THE i i I LATERAL BRACING! I! ! If I CONTINUOUS LATERAL BRACING USE METHOD SHOWN IN I ;r1 (CLB) MAINTAINS SPACING, BUT FIG. 2, 3A & 3B, OR PERMITS LATERAL BUCKLING > ANOTHER STRUCTURALLY S� r � OF ALL WEB MEMBERS AT /T Y . -r--' -r--� / / / / / / / / / / THE SAME TIME. SOUND METHOD SPECIFIED Z �/� /�/�' j� /� BY PROFESSIONAL BEARING FOR TRUSSES ENGINEER OR ARCHITECT. FIG. 2 ANCHORAGE BY BUILDING DESIGNER (OTHER ANCHORAGE PROVISIONS FOR OTHER TYPES OF WALLS). ANCHORAGE (BY BUILDING DESIGNER) INTO SOLID END WALL - RESTRAINS LATERAL BRACING, THEREBY PREVENTING WEB BUCKLING. CLB CLB COMPRESSION WEB CEILING - CLB RESTRAINT NOTE: TRUSS SPACING IS 2'0" O.C. MAXIMUM. NOTE: CLB IS TO BE 150F125-33 OR 362S162-33 OR EQUALS. ATTACH TO EACH WEB WITH (2)#10 SELF DRILLING SHEET METAL SCREWS. SEE DRAWING TS019 FOR OTHER DETAILS. ANCHORAGE OR RESTRAINT OF LATERAL BRACING THE DRAWING BELOW SHOWS HOW TO RESTRAIN THE CONTINUOUS LATERAL BRACING (CLB -tM) NEEDED IN TRUSSES (DRAWING SHOWS EXAMPLE TRUSSES WITH FLAT BOTTOM CHORDS). THE DIAGONAL BRACE RESTRAINT (DBR -�) MEMBERS AND IT'S CONNECTIONS ARE TO BE - DESIGNED BY A PROFESSIONAL ENGINEER. THE ENDS ARE ATTACHED TO TOP & BOTTOM CHORDS. THE DIAGONAL BRACE MAY BE ATTACHED TO THE CLB OR THE WEB OPPOSITE THE CLB. FIG. 313 EXAMPLE TRUSSES (FLAT BOTTOM CHORD) FIG. 3A DIAGONAL BRACE RESTRAINT (DBR) WITHIN THE UNIT (3A & 3B) DBR MAY TRAVERSE MORE THAN 2 TRUSSES, DEPENDING ON TRUSS HEIGHT. SHEATHING COMPRESSION WEB, SLOPING .J f.�OR VERTICAL. OR WEB NEEDING BRACING. DIAGONAL BRACE AND IT'S CONNECTION \\� ARE TO BE DESIGNED BY A PROFESSIONAL \, ENGINEER OR ARCHITECT. THE DIAGONAL BRACE PREVENTS LATERAL MOVEMENT OF THE WEB AND TRANSFERS LATERAL BRACE FORCE TO ROOF AND CEILING DIAPHRAGMS. DIAGONAL BRACE SHOULD BE REPEATED AT APPROXIMATELY 20' INTERtlALlARk- nuu��,//// **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING ��\Q• •v�L�/�i INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY �� • • Certificate VF ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID NO, 17455 •� CEILING. ALPINE "`*IMPORTANT** FURNISH A COPY OF THIS DESIGN TD THE INSTALLATION CONTRACTOR. � MAY 14 2001 BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO 'P 61 REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND �• TRUSSTEEL DIVISION PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE , RESPONSIBIUTY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE �� C• • Q' ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF / rl POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. TRUSSTEEL DETAIL DATE 09/25/00 DRWG TS017 -ENG - --- - --- l- - - — - MOOD SCREWS: #14AMDR1.5 self tapping sheet metal screws. Circles indicate the minimum number of screws required. Minimum screw spacing and wood end distance is 1". Minimum wood edge distance is 3/4"_ * 2x6x length required DFL SS ** The 2x6 in this area shall be milled down to an actual dimension of 3/4"x5 1/2". The remaining section must meet the requirements set forth in WWPA grading rules for stress rated boards with 55 grade. This area is covered by a steel u-section as shown in section B-B. *** 3/4"x5" 20 gauge steel Fy= 55ksi (Minimum steel thickness=0.0329") 36" MAX 24" OVERHANG 12 4 to 6 F n n i Heel height to match plumb line of 2x6 S U F- d SPAN (fi) 0 10 20 30 40 4/12 2 3 4 6 5/12 2 3 4 5 6/2 1 2 4 5 HTML (X) Screw Quantity Table Note: No wane, knots or other defects may be present in the screw area. 80 mph wind 15.0 ft. mean height, ASCE 7-93, closed building, located anywhere in roof, 1 mile from coast, cat residential, exp C, wind TC DL = 5.0 psf Note: Care must be taken to insure the red #14AMDR1.5 screw penetrates fully into the back side of steel chord section with two threads fully exposed. If this cannot be accomplished a predrilled hole must be cut (diameter=5/32") Note: Care must be taken to insure the wood does not split when applying screws. Note: Refer to engineering drawing for other details not shown here. 1 1 /2" 5 1/2" LX Section A —A 3/4" for wood / 2 11 Section B—B GLARrK ALPINE TRUSSTEEL DIVISION ALPINE ENGINEERED PRODUCTS, INC. POMPANO BEACH, FLORIDA **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING\��\ INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPE_ ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED fiOID CEILING. __ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING DEPICTED ON THIS DESIGN 15 ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS : —TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY�ND' PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE !j" BE RESPONSI FORPANYIBILITY DEV4TONOFROMSTHISPINE DESGNGRED OREHANDLNG, SHPPING, NSTALLNPRODUCTS. INC. SHALL OT, AND BRCIN TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRU DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. •• /i '•••Certificate F� �� '• No. 17455 �1Av 1 2001 = E!� _— aWOOD \\ / F N \ TC LL 16.0 PSF TC DL 1 4.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 35.0 PSF TRUSSTEEL DETAIL DATE 09/25/00 DRWG TS018A —ENG DUR. FAC. 1.25 SPACING 24" O.C. rrrrrrnnnnl��"� i WE BRACING CONTINUOUS LATERAL BRACE SWEDGED WEB CHORD SCAB 2 5/8" 2 5/8" 1 1/2" 3/4"O El I 1 A A 1/2„ A I A 3/4" 3/4r" �1 1/2" #10 SELF -DRILLING SHEET METAL SCREW ` I I 15OF125-33 1 1/2.. SECTION A -A SECTION B-B I #14AMD81.25 SCREW i SECTION A -A SECTION B-B SELF -DRILLING SHEET METAL SCREW B B B B #10 I CHORD SCAB NOTE: CONTINUOUS LATERAL BRACE NOTE: SWEDGED NOTE: I i 28TSC2.75 1.SX2.75-28-55KS1 SCAB, ENDING I WITHIN 2" FROM EACH CHORD. ATTACH Li 150F125-33 CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH 33W1.5X1.5 1.5X1.5-33-45KSI I TO THE 33W.75X1.5 .75X1.5-33-45KSI TUBE i WITH #14AMD81.25 SCREWS THROUGH THE 1.5" (2) fT10 SELF -TAPPING SHEET METAL SCREWS. SWEDGED TUBE, SWEDGED TO B" MAXIMUM L LENGTH FACE, 1" FROM EACH END AND 24" O.C. OR LESS BETWEEN END SCREWS. SEE DRAWING TS015 FOR OTHER DETAILS NOT SHOWN HERE. AT EACH END. CHANNEL T-BRACE CHANNEL SCAB BRACE 7/8" l 1 1/2" 2 9/16" - I " 1 I A A 1 1/2" T A A 3/4" Q 3/4" 3/4" 3/4" 2 9/16" II I I I I SECTION A -A SECTION B-B I I I I SECTION A -A SECTION B-B I I B B B ; ; B CHANNEL T-BRACE NOTE: I I CHANNEL SCAB NOTE: I I I I 087F125-33 SCAB, ENDING WITHIN 2" i i 087F125-33 SCAB, ENDING WITHIN 2" FROM EACH CHORD. ATTACH TO THE 33W.75X1.5 .75X1.5-33-45KSI TUBE I FROM EACH CHORD. ATTACH TO THE I I 33W.75X1.5 .75X1.5-33-45KSI TUBE WITH #10 SELF -DRILLING SHEET METAL SCREWS THROUGH THE FACE, 1" i i WITH #10 SELF -DRILLING SHEET METAL SCREWS THROUGH THE 1.5" FACE, 1" .75" FROM EACH END AND 24" O.C. OR LESS FROM EACH END AND 24" O.C. OR LESS BETWEEN END SCREWS. BETWEEN END SCREWS. LAR C K "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING CertificateF`s+` �RUSSTEEL DETAIL DATE 09 25 00 INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID NO. 17455 +� ATTACHED = + DRWG TS019 CEILING. ALPINE "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. _ l �iAY 14 cal ii _ —ENG TRUSSTEEL DIVISION BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT Or TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE NOT BE RESPONSIBLE _ •(v_• - . ALPINE ENGINEERED PRODUCTS, INC. RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF TRUSS F_ `; T•'.+++ + POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE IN OTHER WAY. / P�p�� / �f% +10 DEPICTED HERE AND SHALL NOT BE RELIED UPON .•�� Tops Chord Bearing Tres`Stee0 Trusses Case A: With an end vertical web TABLE 2 vertical webs placed adjacent to each other and centered over the bearing. 33W.75x1.5 .75xl.5-33-45KSI web for TSC2.75 chord A 33W1.5x1.5 1.5x1.5-33-45KSI web for TSC4.00 chord 3 I 3 TSC2.75/TSC4.00 Top chord 1�16"1 TSC2.75: (3) 1-1/4" (�14AMD81.25 below T I screws/web chord TSC4.00: (3) 2-1/B" #14AMD82.125 W/2 screws/web AVertical web reinforcement W VIEW A —A 0.5" gap Note: W = Bearing width Circle indicates minimum AMD screw quantity. Case B: Without an end vertical web t' I b I d d'acent to each other Chord Maximum allowable concentrated load on truss` over bearing (lb) Maximum allowable Downward or Uplift Reaction . (Ib) including any load applied over bearing 28TSC2.75 1740 3447 33TSC2.75 1923 3447 43TSC2.75 2848 3447 28TSC4.00 1740 4248 33TSC4.00 1923 4563 43TSC4.00 2848 4563 54TSC4.00 3327 4563 2 ver Ica we s p are a t and centered over the bearing. 33W.75x1.5 .75x1.5-33-45KSI web for TSC2.75 chord 33W1.5x1.5 1.5x1.5-33-45KSI web for TSC4.00 chord General Notes: f� Corner of web to meet line formed by inside edge The following notes pertain to trusses designed as shown above and referencing 3 A I I of bearing. See note #4 to the right. this detail: 1. Top chord over the bearing shall. be reinforced by a web placed vertically inside it 1/16"L I as shown in the above drawing. Length of web reinforcement shall be equal to below T 2-5/8" for TSC2.75 and 3-7/8" for TSC4.00 chords. Care must be taken to insure chord that the bottom of vertical reinforcing webs are square with the bearing surface. 3 AJ W/2 2. The top surface of the bearing shall be made of steel and it shall be designed o carry the loads imposed on it by the truss. W 3. The reaction limits given in Table 1 are the maximum allowable values and the design reaction shall not exceed that obtained from Truscod analysis. 4. While jigging the truss, the outer edge of end vertical web for Case A shall be located at a distance of bearing width plus 0.5" from the end of the truss with the top chord bearing. For Case B, the outer edge of end diagonal web shall be located along the inner vertical edg1,9IlRfllithe bearing. \a\\\\\\ A Ir,; { "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING \\\�\O`••°°•°O,/°�01 �, TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY �,• Certificai0., t, DATE 09/25/00 ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED,RIGID No. 17r�y6 CEILING. No. �yy�(Ly 9 _ DRWG TS020 ALPINE BRACIINGODEPICTED*ON THIS!SH A DESGN015YOF ONLYTHIS FOROESIGN TO THE LATERAL SUPPORTS OrtTRUSS MEMBERSTION TR. O= e'OA 7 � ��R�:� r _ —ENG REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND 77TRUSSTEEL DIVISION PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE ,:• ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF r POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS % it DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. ��/�� T +'1 ''� •"`° itilmmll ALTERNATE PEAK CONNECTION DETAIL FOR TSC2.75 FINK TRUSSES Detail —A Webbing pattern elsewhere to be determined from Truscad analysis. Max. Allowable Span given in Table 1 FINK TYPE TRUSS NOTE: Symmetrical Fink type trusses with only two diagonal webs meeting at the peak are allowed. 33W.75x1.5 .75x1.5-33-45KS1 44 8" long web inside top chords .......... / -------------- , y-- -- n3 Diagonal webs must be \ trimmed to fit as shown. ` PEAK DETAIL®A NOTE: Circle indicates minimum #14 AMD screw quantity. Refer to TrusSteel Detail Drawing No. T5011 for screw placement. GENERAL NOTES: TABLEq 1 1. The alternate peak detail shown above could be substituted for trusses designed using Truscad with a bent—U or hinged Pitch Break Connector. Maximum Allowable Refer to Truscad output for other design details not shown here. Pitch 2. Design of the Fink truss is based on the gravity loads shown in the title Fink Truss Span block below along with the following wind load criteria: 110 MPH Wind, 15.00 ft. Mean Height, ASCE 7-93, Closed Building, 4/12 25'8" Exterior zone (Truss located within 4.5 ft. from end of building), 5/12 1 Mile from coast, Category I, Exposure C, to 30'0" Wind TC DL = 5.0 psf, Wind BC DL = 5.D psi. B 3. Length of the two diagonal webs meeting at the peak, obtained from the cut list must be trimmed to fit. 4. Top chord live load shown below does not represent a snow load. Contact Alpine engineering depart g�fii�jsnow controls top chord live load. CLARK�:,,,��% ALPINE TRUSSTEEL DIVISION ALPINE ENGINEERED PRODUCTS, INC. POMPANO BEACH, FLORIDA **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT or TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE SHIPPING, INSTALLING. AND RESPONSIBLE FORRESPONSIBILITY OF ANY DEVIATIONOFROMS. ALPINE TH15 DESIGN OR ENGINEERED OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. 3 No. 17455 ��C ; _ MAY 1 % { _ L��I : • ,� ..1 - ��G,,T /,///IIIt111110\0\`` LL 20.0 PSF DL 15.0 PSF B� DL 10.0 PSF Ec LL 0,0 PSF ftT, LD, 45.0 PSF TRUSSTEEL DETAIL DATE 09/25/00 DRWG TS021 —ENO SPACING 24" O.C. Tu J I� 7 ))I 'S TSJf :-{.� Ni,- -p 2 AI A�� C-A . - N °,ltt , .. Si:,l�._y\� ..� � f' T ..� . w..-9 .�. i-•- T . .. — r ". Tr ;H2l? i i i --'1•' -- •': % �.?.1 G: 5Df.• Z ITT 41:, i,) .i �. �.iJ i� VI \DE.. i. �:I.J R:. ;C2.75 CHOti ;.2.75 CHORD T ;!Lj2'2 ALLOMAi"A-SUE LOU,.[) TAKE ........................•-....---.....---.•,.---:....._------..-----.. ............................. ' CD ^ R E)ER CFTDRD GA SGE rVAD`S: ibs r.-. tL-.------- ..l a 370 I I Gsnc-r..:--L•Fs. JP AV: 1 . r . r^.±s.- rl:...-:be:s re, r� !"t) 55 i e- scrsYss a :sed r•o:, z ?he prf — riiEac I oles In ;`1Gr•O�r irT'O til )3 Tru.=. =�ael CI�Or..- T~e `❑i•n:'. - , at SC r3'N.S TS.IH2.4 AN'D TS H44 AL.-O A.RI..-. LOAD TAPSi..- .� ai tl- tITiE '-.OR Or t: ❑t I- 1-1 la. •-, t0 to ^_ppli•ed. On .!c Side of cl not b ................................ ,.,.--..-.-.N..-.....--... .:Ac 'to tsfi� ,_ _ -`-- ---------------------------------- a?:c:Yr b s' •:•rcl .oble n.e Vr o?ba:`p:isWc•nr re o'I:;YYer. TSC 3. . • r'o ,bc:il brj taken nol ?D c•rrrd.'I`!s _crsws: �lvF r:�r:v:r.ra «ley ;. ,f_:cs` `!U 3:�r\ E� j 4. Hangers may be locatu•7 an1`-whar\O• IODG girder Chard-. \�q' t drawings �'a 23. T 024 o. ES024A for 5. ?�\f:::->r dfi,^.il . •. (, - : I ,YI !I)-- I D- - '—io—J?/ C•n £Cti ilS iOr r L::: Cg - ^r` -- T,T)-l"Ut :VB:J.%i :Tmm wir.U. ..f7.Ow'TS r,l)otrc Ti.T !i.Nl. J')E f.mT).p:u-F.d f,:T t:=:JJ{:. Ai>»..1R rlgJlx':J.:Tixd `YOYU ::•i:5(::ul. :+7.tssJ!vv;?JS. \\\\\\111111111111/////r/ ALPINE **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI CEILING. ZZ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.` �\\N`; •' • • • • • • (C /JJ// O •• \\�� Certificate '•F��'% No.17455 _ TRUSSTEEL DETAIL DATE 09/25/00 DRWG TS022A —ENG BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT Or TRUSS MEMBERS T0- JIM] Vul REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY A@) = TRUSSTEEL DIVISION PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE% a e ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF'FOR , POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS frida lz% DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. /// sT• •. , , ' \ �� //'�/U l rEI IDI11111N��\\\\ TSC4.00 PLY TO PLY CONNECTION WHEN HANGERS ARE USED TO SUPPORT TRUSSES IL.T L-ENGTH=6" TSC4•00 2-PLY CONNECTION VGTH=B-1 f2" TS C4.00 3-PLY CONNECTION ION GENERA-_-_NQ ES; 1. BOLTED CONNECTION SHOWN TO BE APPLIED WITHIN 12" OF THE SUPPORTED TRUSS. 2. BOLT(S) NOT TO BE LOCATED AT A PANEL POINT. 3. IF MORE THAN ONE BOLT IS REQUIRED, SPACINO AND END DISTANCE OF BOLTS = 1". 4. BOLTS (X) = ASTM A307 1/4" THRU BOLT WITH `,HASHER UNDER HEAD AND NUT. 5. HOLES FOR BOLT MUST BE PREDRILLED (DIAMETER = 9/32 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 7 ALPINE "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AN[ PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE TRUS STEEL DIVISION RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. NUMBER OF BOLTS TO BE APPLIED AT rArl-: rr)Wr PWTRATF n I OAG LOCATION REACTION FROM SUPPORTED TRUSS. Qb5.) 28TSC (22ga) 33TSC (20ga) 43TSC 54TSC (18g0) (i6ga) (X)=i# OF BOLTS 'X)=d OF BOLTS (%1=g OF BCLTS (%I=R OF BOLT5' 200 1 1 1 400 1 1 1 600 - 800 ----------------------------------- 1000 2 --------- 2 ----------------------------- 3 2 ---------------------------- 2. ---------- 2 1 1 ----------------------------------------------------------- 2. 2 ---------------------------- ------------------------------ 2 2 1200 3 3 2 2 1380 4 3 3 3 \a��\UTTT I I n H r110yyy��P ��• Certifloet� No. 17455 ,SAY 1': 2!' 4L1 TRUSSTEEL DETAIL DATE 09/25/00 DRWG TS024 —ENG TSC4.00 PLY TO PLY CONNECTION USING SCREWS WHEN HANGERS ARE USED TO SUPPORT TRUSSES fix) TSC4•00 2'-PLY CONNECTION fix) GENERAL NOTES: 1. SCREW CONNECTION SHOWN TO BE APPLIED WITHIN 12" OF THE SUPPORTED TRUSS. 2. SCREW(S) NOT TO BE LOCATED AT A PANEL POINT. 3. SCREWS(X) - #114AMD3.5 SELF— DFRILLING SCREW. 4. IF MORE -1HAN ONE SCREW IS REQUIRED, SPAG'ING AND END DISTANCE OF' SCREWS = 0.75" fix) TSC4•00 3-PLY CONNECTION NUMBER OF SCREWS TO BE APPLIED AT FArN r. )Nr'FNTRATFD LOAD LOCATION REACTION FROM SUPPORTED TRUSS (:bs.) 28TSC (2Ggc) 33T3C (20aa) 43TSC (18go) 54T5C (i6ga1 (X)=/ OF SCREWS 1):)=G OF SCREWS (X)=/ OF SCREWS (X)=p OF SCREWS 200 1 1 1 400 2 1 1 1 600 ------------------------------------ 800 ---------------------------- 1000 2 ------------- -------------- 3 ----------------------------- 3 2 -----------------_----------- 2 ----------------------------- 3 1 -------------------------- 2 ----------------------------- 2 ------------- ------------- 1 ----------------- 1 --------------- 2 1200 4 3 2 2 1Wnuuu,� , 4 4 3 2 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING �•• Certificate •••�'A TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY; No. 17455 DATE 09/25/00 ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. = 14 n` (� DRWG TS024A ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.=�� LFI`,� —ENG BRACING DEPICTED ON THIS DESIGN 15 ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY ANC •• PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE TRUSSTEEL DIVISION RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE �Or, ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF T• POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. �. •E„.p@��• TSC2.75 INTO TSC4.00 CONNECTION SETBACK 3/8„ EDGE DISTANCE(TYP) 3 3 3 / / LZ TSC2.75 TSC4.00 3 TTC7 HIPJACK, ENDJACK AND CORNERJACK CONNECTION DETAILS (C)=TTC, TO BE PLACED AT TOP AND BOTTOM OF HIPJACK AS SHOWN. SEE DETAILS BELOW FOR CLIP SIZE. FOR CONNECTION BETWEEN THE HIPJACK AND THE CORNERJACK, ONE CLIP MAY BE USED. (C) F—HIPJACK TSC2.75 INTO TSC2.75 CONNECTION SETBACK 3/4" 3 -------- - - --- -- - 3 3 TSC2.75 3 JC2. TTCS / CORNERJACKS AND HIPJACK CONNECTION 3 5 •. FOR TSC2.75 USE ITCS CUP, I FOR TSC4.00 U5E TTC7 CLIP. 3 I TSC4.00 INTO TSC4.00 CONNECTION 5ETBACK --1 1 -1 /4' ...................................... _. _........................ 3 I 3 3 TSC4.00 I I TSC4.00 I TTC7 GENERAL NOTES: 1. ALL EDGE DISTANCES ARE 0.25" MAXIMUM. 2. MAXIMUM REACTION FOR EACH CORNERJACK IS 50O#, MAXIMUM REACTION FOR EV�K,00j# � K IS 1235# EACH. 3. CIRCLED NUMBERS REPRESENT QUANTITY OF #10 SELF -DRILLING SCREWS. \��`\�`?`.•' '•:2K(`/'/�, **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING ; aie •�••'� �TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERL' NO. 17455 ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID AA = DATE 0 9 / 2 5/ 0 0 CEILING. _f'� Y - �Q1. = DRWG T5025 ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.13 —ENG BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO .� REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AN e TRUSSTEEL DIVISION PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE '-/ RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE /i STfl 8 ALPINE ENGINEERED PRODUCTS. INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING // F POMPANO BEACH. FLORIDA TRUSSES. AN ENGINEERS SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRU /iq,R F+D ELN\\\p�\` DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. TRUSSTEEL VALLEY SET TOP CHORD 23TSC2.75 1.5x2.7.`1-28-55KSI OR 2BTSC4.00 2.5x4.00-28-55KSI 60T CHORD 2.8TSC2.75 1.5x2.75-28-55KSI OR 28TSC4.00 2.5x4.00-28-55KSI WEBS AS SI-IOWN IN CHART BELOW '! ATTACH EACH VALLEY MEMBER TO EACH SUPPORTING TRUSS WITH (1) SIMPSON S/H2.5 (OR EQUAL). ATTACH TO VALLEY TRUSS AND SUPPORTING TRUSS WITH (4)#10 SOS (SEE DETAIL). ++ LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 14'0" MAXIMUM VALLEY VERTICAL LENGTHS FOR WIND SPEEDS UP TO 130 MPH VERTICAL SIZE NO CLB'S 1 CLB 2 C:LB'S 3/4" x 3/4" 20 ga. 4'6" 4'6„ 4'6" 3/4" x -1/2" 20 ga. 3/4" x 2-1/4" 20 ga. 7'8" 14'0" 14'0" 1-1/2." x 1-1/2" 20 ga. 140 '.4'0" 14'0" NOTE: ABOVE CHART ASSUMES A 14-U' MAXIMUM VLK;IL:AL LLNUItl a 1J ri` (4)#10 SDS 1. I 8-0-0 - • •-4 r 1 1 L1l (tj 4 1 0 SDS NJ1'E.: INTERMELIATF. � ()� SPANS NOT (41#1D SUS SHOWN FOR v 1, CLARITY (4)#10 SDS SUPPORTING TRUSS TOP CHORD BRACING TRUSS TOP CHORDS UNDER VALLEY SET MUST HAVE SHEATHING A'L?ACHED TO THEM WITH FASTENERS SPACED PER CODE REQUIREMENTS. OR USE 150F12:5--33 CONTINUOUS LATERAL BRACES AT 24" O.C. MAXIMUM LATERAL BRACES ARE TO BE ATTACHED TO TRUSS TOP CHORDS WITH i2)#lO SELF DRILLING SCREWS. LATERAL BRACES MUST EXTEND TO AND 3E ATTACHED TO THE FIRST TRUSS THAT HAS 'SHEATHING DIRECTLY ATTACHED TO THE TOP CHORD. PROPERLY ATTACHED VALLEY TRUSSES MAY BE USED IN LIEU OF PURLI"IS. NOTE: THIS OPTION MAY ONLY BE USED IF THE. TOP CHORD OF THE. SUPPORTING TRUSS HAS BEEN DESIGNED WITH PURLINS AT 2.4" O.C. MAX. 24" IQ ON 1.RUSSES PARTIAL FRAMING '1 21ll O.C. PLAN R 41" O.C. I ` 1 •J .�� \ GENERAL NOTES: `�� 11J >✓ 1` �j 1. CLB = CONTINUOUS LATERAL BRACE. REFER TO TRUSSTEEL DETAIL_ TSO17. 36-C-O _ 2. SDS = SELF DRILLING SCREW. L, " 3. CIRCLED NUMBERS SHOW MINIMUM Ni PER OF 14AMRB1.25 (FOR I;jj TSC2.75 TRUSSES) OR 14AMDB'L.125 ;FUR 'SC4.00 TRUSSES) 12 _y1J OPTIONAL REQUIRED. MINIM: M: SCREW SPACING AND END DISTANCE IS 3/4".2.1 2 TO 12 i 1� HIP JOINT SEE TRUSSTEEL DETAIL TSC 11 FOR DETAILS. DETAIL 4. VALLEY TRUSSES ARE TO BE SPACED AT 24" O.C. 5. UPLIFT BASED ON 1 1 C MPH WIND SPEED, ASCE 7-93, 30' MEAN (i i J �� HEIGHT, CLOSED BUIL.UING, AT OCEAN LINE, CATEGORY II -III, AND A MINIMUM 5 PSF TOP CHORD DEAD LOAD (DR 130 MPH IF NOTE 4-0-0 ;MAX SPACING) 6. fOPCA01L34MPLi WIND SPEED THE FOLLOWING MUST BE MET: A MINIMUM OF (2 SCREWS ARE TO BE BE APPLIED AT EACH OPTIONAL JOINT AS SHOWN TO THE LEFT. 20- 0-0 STUB END DETAIL SIMPSON S/H2.5 (OR EQUAL). SUPPORTING TRUSSES AT 48" O.C. MAXIMUM SPACING. \1LIIIIIlll1M��/(2) \\\\\\\\ N C►;ARK **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING �•• Certificate ••� �� \ No. •� TC LL 30 PSF TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY 77455 % TC DL 15 PSF DATE 09/25/00 ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI_ CEILING. = _ '1AY 14 20Qi BC DL 10 PSF DRWG TS026 ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO _zz B C LL 0 PSF — E N G REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AN TOT. LD. 55 PSF PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE t TRUSSTEEL DIVISION RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE i� \ • ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF TO DESIGN OF THE TRUSS �i, T • • • • • \\\\ •E14 G\\\\\\\\ POMPANO BEACH, FLORIDA TRUSSES.AN ENGINEER'SDRAWING ONLY ��/�f%�p SPACING 48" MA)(. HERE SHALL NOT BE RELIED IN OTHER TS6WTC5 ®r TS 1 WTC5 o Welded Truss Clip T TS6WTC5 Total Uplift Capacity�on Chord Gauge Clip on one side ch side 28TSC (22g) 73D 3280 33TSC (20g) 73D 4080 43TSC (18g) 73D 6080 54TSC (169) 730 6980 TS 1 WTC5 Total Uplift Capacity lbs. Chord Gauge Clip on one side Clip on each side 28TSC (22g) 73D 3280 33TSC (20g) 73D 4080 43TSC (18g) 730 6080 54TSC (16g) 730 8152 — The uplift capacities shown above have been increased by 1.33 and shall be used only for uplift resulting from wind or seismic loads. For uplift due to other loads, use 75% of tabulated values. — Uplift capacities outlined above are to be compared with uplift values determined by TrusCad analysis. (6) #10 self drilling screws into TrusSteel chord I /P1 P2 ° �i3/4„ 3-1/5X1 TSC2.75 or TSC4.00 --4,' Allowable lateral loads TS6WTC5 or Clip on one face TS1 WTC5 P+ = 1230 lbs. max. Pz = 630 lbs. max. (see note 2 below) Clip on each face P+ = 2460 lbs. max. Pz = note lbs. max. (see note 2 below) J General Notes: TS6WTC5 or 1. Attachment of second clip on opposite face of chord is identical TS1 WTCS � to what is detailed. 0 2. Lateral allowable loads (P1 and P2) shown ore maximum values. 0 If these loads are in combination with an uplift load, contact an engineer from Alpine Engineered Products, Inc. 0 3. Weld values based on the use of an E70XX electrode. TS6WTC5 is 169 (t = 0.0538 in.) 4. Refer to TrusSteel Technical Bulletin 98.10.D5 fitted "Repair of TSIWTC5 is 109 (t = 0.128 in.) Galvon\j�,�011§Mf /aces to restore corrosion resistant properties of ";t,-r'welding. th\e��r rye tjcpp� • "WARNING" EXTREME CARE IN FABRICATING, HANDLING, SHIPPING �\\ Certifica TRUSSTEEL DETAIL TRUSSES REQUIRE INSTALLING AND BRACING. UNLESS OTHERW.t�` CHORD SHALL HAVE to No. 17455-_ •� DATE 09/25/00 ATTACHED STRUCTURAL PANELS AND BOTTOMISCHORD SHALLINDICATED,TOP HAVE A PROPERLY ATTACHEDPERLY RIGI CEILING. _ . MA � ' Z-n DRWG TS027A ALPINE "*IMPORTANT*"` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. � 1- —ENG BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT Or TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AN PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE t _ TRUSSTEEL DIVISION RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE a 'ALPINE ENGINEERED PRODUCTS. INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING O APPLIES ONLY To DESIGN OF THE TRU ` POMPANO BEACH, FLORIDA THIS TRUSSES. AN DRAWING ENGINEER'S SD NIN OTHER DEPICTED HERE SHALL NOT BE TRU TSUC3 Uplift Attachment to Total Uplift Capacity (lbs.) Wall top plate/min. thickness Clip on one face Clip on each face 22g grade 33/0.0269 in. 230 550 22g grade 50/0.0269 in. 330 790 20g grade 33/0.0328 in. 280 670 20g grade 50/0,0328 in. 410 970 18g grade 33/0.0428 in. 370 870 18g grade 50/0.0425 in. 530 1260 16g grade 33/0.0538 in. 460 1100 16g grade 50/0.0538 in. 540 1580 14g grade 33/0.0677 in. 540 1380 14g grade 50/0.0677 in. 540 1640 12g grade 33/0.0966 in. 540 1640 12g grade 50/0.0966 in. 540 1640 — The uplift capacities shown above have been increased TSC2.75 or by 1.33 and shall be used only for uplift resulting from wind or seismic loads. For uplift due to other loads use 75% of tabulated values. Light Gauge Steel 3) #10 self drilling crews into TrusSteel ;hard. Ilowable lateral loads Clip on one face Pi PI = 393 lbs. max. Pi= 207 lbs. max. (eee note 5 below) Clip on each face P2 P1= 786 lbs. max. Px= 595 lbs. max. (see note 5 below) 3) #10 self drilling crews into wall top plate. ' General Notes: — Uplift capacities outlined above are to be compared 1. Wall top plate is made of ASTM A653-96 SS grade 33 or grade with uplift values determined by TrusCad analysis. 50 steel. Top plate width is 3-1/2". 2. Attachment of second clip on opposite face of chord is identical to what is detailed. 3. Connection of top plate to wall stud must be capable of transferring truss uplift load from wall top plate to wall stud. 4. The wall top plate is to be designed by the job engineer. The wall top plate must be designed to support the loads applied j to it (downward, upward and lateral). C3 5. Lateral allowable loads (P1 and P2) shown are maximum values. If these loads are in combination with an uplift load, contact T S U C 3 an on �(kggihiepqt.from Alpine Engineered Products, Inc. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING \�\\\O�.'�•••••ej��t TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY Certificate `�`DATE 09/25/00 ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID NO. 740 CEILING. = DRWG T5028 ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. �.� _ —ENG BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT or TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AN TRUS STEEL DIVISION PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE (�E ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS LI IX DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. '// ,�( �///llllllillllllittt" TSUC3 Uplift Attachment t® Concrete Total Uplift Capacity (lbs.) Concrete Strength (psi) Clip on one face Clip on each face 2000 190 450 3000 260 620 4000 280(*) 660 5000 310(*) 730 — The uplift capacities outlined above may be doubled (except as shown with "*") provided a special inspection is performed regarding this connection. Refer to concrete anchors manufacturers code approval and appropriate building code for definition of a special inspection. (*) These uplift allowables are not to exceed 540 lbs. under any circumstance. The uplift capacities shown above have been increased by 1.33 and shall be used only for uplift resulting from wind or seismic loads. For uplift due to other loads, use 75% of tabulated values. Uplift capacities outlined above are to be compared with uplift values determined by TrusCad analysis. TSUC3 Concrete bearing TSC2.75 or TSC4.00 (2) 3/1 6" x 1 —3/4" ITW Buildex TAPCON concrete anchors or equal into concrete bearing. \ (3) #10 self drilling screws into TrusSteel chord. �Pi Allowable lateral loads Clip on one face PI = 296 lbs. max. o < \ PZ P2= 207 lbs. max. (see note 4 below) \� Clip on each face / PI = 592 lbs. max. `. P2= 592 lbs. max. a(see note 4 below) 1 1 1 /1 6" min. edge ',a : • distance (typ.) General Notes: 1. Attachment of second clip on opposite face of chord is identical to what is detailed. 2. TAPCON concrete anchor spacing is 2" minimum. Fill outside holes of TSUC3 clip. 3. Refer to manufacturers specification regarding proper installation of anchor. 4. Lateral allowable loads (P1, P2) shown are maximum values. If these loads are in combination with an uplift load, contact an Alpine Engineered Products, Inc. engineer or refer to the concrete anchor manufacturers code approval. 5. Concrete anchor is not to be installed until concrete has reached the specified design strength. 6. Reference manufact��C A611Cag� v`al for other concrete anchors. 'y s **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING •ertlflCate '.�,A TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLC No. 17455 �� DATE 09/25/00 ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGS CEILING.=4k , 4j = DRWG TS030 ALPINE "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR � _ —ENG RACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS T � B REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY A PERMANENT BRACING, To RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE E TRUSSTEEL DIVISION RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBL ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACIN F POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE T SS ��/��RED f� DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. lrl;Id..p,.,, 9 TSUC5 Uplift Attachment t® Concrete Total Uplift Capacity (Ibs.) Concrete Strength (psi) Clip on one face Clip on each lace Concrete 2000 290 670 bearing 3000 390(*) 920 - -' (5) #10 self drilling screws 4000 420(*) 990 i into TrusSteel chord. 5000 460(*) 1 100 PI Allowable lateral loads — The uplift capacities outlined above may be doubled Clip one face (except as shown with "*") provided a special inspection PI = 444 lbs. max. is performed regarding this connection. Refer to concrete �°,�� _.� PZ Pz= 3ot lbs. max. anchors manufacturers code approval and appropriate PPTSC2.75 0 0 �fre I" " (see note 4 below) building code for definition of a special inspection. or • :.� •' Cliff on each face — (*) These uplift allowables are not to exceed 540 lbs. TSC4.00 a • PI = 888 lbs. max. under any circumstance. ° ' Pz= 888 lbs. max. (see note 4 below) — The uplift capacities shown above have been increased `z '* by 1.33 and shall be used only for uplift resulting 1 11/16" min. edge from wind or seismic loads. For uplift due to other .. distance (typ.) loads, use 75% of tabulated values. (3) 3/1 6" x 1 —3/4" ITW Buildex TAPCON concrete — Uplift capacities outlined above are to be compared anchors or equal into with uplift values determined by TrusCad analysis. concrete bearing. 1. Attachment of second clip on opposite face of chord is identical to what is detailed. 2. TAPCON concrete anchor spacing is 2" minimum. Fill outside .holes and middle hole e / of T5UC5 clip. 3. Refer to manufacturers specification regarding proper installation of anchor. 4. Lateral allowable loads (P1, P2) shown are maximum values. If these loads are in combination with an uplift load, contact an Alpine Engineered Products, Inc. engineer �- �. or refer to the concrete anchor manufacturers code approval. 5. Concrete anchor is not to be installed until concrete has reached the specified design strength. TSUCS 6. Reference manufactu\en��b:O��ri,,for other concrete anchors. p . a Tecate •••� TRUSSTEEL DETAIL **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING INDICATED, TOP CHORD SHALL HAVE PROPERLY No, 17455 = INSTALLING AND BRACING. UNLESS OTHERWISE DATE 09/25/00 ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i !s Kul= DRWG TS031 ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. _ —ENG 77 BRACING DEPICTED ON THIS DESIGN IS ONLY FOR 'LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE i Ft TRUSSTEEL DIVISION RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE OF �.• \\\ // F •' • •G \ *--' ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN 0R HANDLING, SHIPPING, INSTALLING, AND BRACING TRUSS DIIIEIN\`��`�` POMPANO BEACH, FLORIDA TRUSSES. AN IGIN WAY. TO DESIGN OF THE DEPICTED HERE AND SHALL NOT BE RELIED UPON OTHER TSUC3 Uplift Attachment to Total Uplift Capacity (Ibs.) Wall top plate species Clip on one face Clip on each face Spruce —Pine —Fir 380 910 Hem —Fir 400 960 Douglas Fir —Larch 540 1300 Southern Pine 540 1560 — The uplift capacities shown above have been increased by 1.33 for steel and 1.6 for wood and shall be used only for uplift resulting from wind or seismic loads. For uplift due to other loads, use 62% of tabulated values. — Uplift capacities outlined above are to be compared with uplift values determined by TrusCad analysis. Spruce— Pine — Fir, Hem —Fir, So. Pine or Douglas Fir —Larch wall top plate. TSC2.75 or TSC4.00 General Notes: TSUC3 (3) #10 self drilling screws into TrusSteel chord. Allowable lateral loads Clio on one face PI = B Ibs, max. P t Pz= 07 lbs. max. 2 (see note 4 below) CUR on each face P 2 PI = 635 tbs. max. �� 595 P¢= 595 lbs. max. (see note 4 below) (3) #10x1-1/2" min. wood screw into wall top place: a 1. 2 x 4 or larger top plate may be used. 2. Attachment of second clip on opposite face of chord is identical \� 0 ��' �,� �� to what is detailed. 3. Connection of top plate to wall stud must be capable of 0 transferring truss uplift load from wall top plate to wall stud. 4. Lateral allowable loads (P1 and P2) shown are maximum values. TSUC3 � /% If these loads are in combination with an uplift load, contact an engineer from Alpine Engineered Products, Inc. 5. Wood screws require a lead hole to be drilled before insertion of screw\�G�L Kk///,9�f lead hole to be 9/64". **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING A O••• ••C`� /��i� �•• Certificate TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIII . o No. 17455 s DATE 09/25/00 CEILING. ' DRWG TS032 ALPINE _— **IMPORTANT" FURNISH A COPY OF THIS DESIGN TD THE INSTALLATION CONTRACTOR. p�� 1 _ MAY i 129�1 _ 6iU —ENG BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO = REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY ANB PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE _ TRUSSTEEL DIVISION RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE f ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS •� DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. yj,. R� ,c�� TSUC5 Uplift Attachment t® Wood Total Uplift Capacity (lbs.) Wall top plate species Clip on one face Clip on each face Spruce —Pine —Fir 540 1520 Hem —Fir 540 1600 Douglas Fir —Larch 540 2160 Southern Pine 540 -2610 — The uplift capacities shown above have been increased by 1.33 for steel and 1.6 for wood and shall be used only for uplift resulting from wind or seismic loads. For uplift due to other loads, use 62% of tabulated values. — Uplift capacities outlined above are to be compared with uplift values determined by TrusCad analysis. TSUC5 Spruce —Pine —Fir Hem —Fir, So. Pine or Douglas Fir —Larch wall top plate. I ,r C (5) #10 self drilling screws into TrusSteel chord. Allowable_ lateral loads Clio on one face P+ = 530 lbs. max. P1 pz= Slbs. max. (sae note 4 below) Clip on each face PZ Pi— 1060 lbs. max. Pz= 991 lbs. max. (see note 4 below) TSC2.75 or TSC4.DO -- (5) #1 Oxl —1 /2" min. TSUC5 wood screw into wall top plate. General Notes: 1. 2 x 6 or larger top plate may be used. 2. Attachment of second clip on opposite face of chord is identical to what is detailed. 3. Connection of top plate to wall stud must be capable of transferring truss uplift load from wall top plate to wall stud. 4. Lateral allowable loads (P1 and P2) shown are maximum values. If these loads are in combination with an uplift load, contact on engineer from Alpine Engineered Products, Inc. 5. Wood screw ��l\rnet�q41l,�ltre/�� lead hole to be drilled before insertion of screw ��eATea��, lr''%Fjead hole to be 9/64 . **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING No. 17455 w•�°p INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID: MAY 14 CEILING. _ 2001 ; ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT or TRUSS MEMBERS TO J 8 REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE 10r TRUSSTEEL DIVISION RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE ALPIPOM POMPANO BEACH. FOLORIDA INC. TRUSSES. DEVIATION ANENGINEER'S SEAL ON THIS HIS RDRAWING APPLIES (ONLY TO INSTALLING. I FOR ANY DESIGN OF THE TRUS /////'� ��D •�NG��\\\\\ /11111I I Ill\\\ DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. TRUSSTEEL DETAIL DATE 09/25/00 DRWG TS033 —ENG Simpson META Uplift Allowable Uplift Capacity (lbs.) No. of screws per META META on one face META on both faces TSC2.75 & TSC4.00 TSC2.75 TSC4.00 3 730 820 1640 4 730 1090 2180 5 730 1370 2730 s 1 730 1500 3000 — The uplift capacities shown above have been increasea by 1.33 and shall be used only for uplift resulting from wind or seismic loads. For uplift due to other loads, use 75% of tabulated values. — Uplift capacities outlined above are to be compared with uplift values determined by TrusCad analysis. META L (in.) META16 12 META18 14 META20 16 META22 18 META24 20 META40 36 Attachment t® concrete META shall be bent with no slack. Reinforced concrete 1" to first screw bearing (min. compressive from top of chordstrength fc' = 2000 psi) s #10 self drilling screws drilled through META into TrusSteel chord and web. Min. spacing = 5/8 in. — (see note 3 below for important screw placement information) TSC2.75 or TSC4.00 P2. ell Allowable lateral loads rJJ PT META on one face P, = 75 lbs. max. Pz= 55 lbs. max. (see note 4 below) META oo each face PI = 150 lbs. max. Pz= 110 lbs. max. (see note 4 below) I Holes " Minimum edge distance is 2.5" Embedded truss from the center of META L anchor META General Notes: 1. Attachment of second META on opposite face of chord is identical to that detailed above. 2. Truss shall be designed with at least one vertical web over the bearing to accommodate the META. 3. Screws shall be located such that at least one screw connects the META and the truss bottom chord and two screws connect the META and the vertical web over the bearing. The one screw connecting the META to the truss bottom chord must be located no more than 1/2" up from the bottom of the chord. 4" EMBED 4. Lateral allowable loads (P1 and P2) shown are maximum values. If these [Dads are in ti combination with an uplift load, contact an engineer from Alpine Engineered Products, Inc. v 5. This detail is limi\�P��1�N Ch�lM;�META16, 18, 20, 22, 24, and 40 only. .` '�. TRUSSTEEL DETAIL **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING ` �,' CertifiCate INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY No. 17455 �� DATE 09/25/00 ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. = MAY i DRWG TS034 ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. _ 4 2001 —ENG BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT of TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY ANa e PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE TRUS STEEL DIVISION RESPONSIBIUTY OF OTHERS. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE w ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF Q POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS FR ' N • 0C@ E DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. ///i, Simpson META Uplift Attachment Over Tap of Truss Into Concrete Allowable Uplift Capacity (lbs.) Top chord Gauge META on one face META on both faces 2BTSC2.75 22 700 1400 33TSC2.75 20 730 1800 43TSC2.75 18 730 2870 28TSC4.00 22 680 1360 33TSC4.00 20 880 1760 43TSC4.00 18 1200 2810 54TSC4.00 16 1200 3000 — The uplift capacities shown above have been increased by 1.33 and shall be used only for uplift resulting from wind or seismic loads. For uplift due to other loads, use 75% of tabulated values. — Uplift capacities outlined above are to be compared with uplift values determined by TrusCad analysis. META L (in.) META12 8 META14 10 META16 12 META18 14 META20 16 META22 18 META24 20 META40 36 (1) #10 self —drilling screw into TrusSteel top chord Allowable lateral loads META on one face Pi = 75 lbs. max. Pz= 55 lbs. max. (see note 4 below) META on each face PI = 150 lbs. max.--� Pz= 110 lbs. max. P1 (see note 4 below) � P�� #1 self —drilling /- screw into nto TrusSteel/// I bottom chord. (1) #10 self drilling screw through back face of TrusSteel top chord. /— Top chord Reinforced concrete bearing (min. compressive strength fc'=2000 psi) Minimum edge distance is 2.5 Bottom chord from the center of META Holes Embedded truss General Notes: L anchor META 1. Attachment of second META on opposite face of chord is identical to that detailed above. 2. Truss shall be designed with at least one vertical web over the bearing. 3. See detail above for proper number of screws and placement. 4. Lateral allowable loads (P1 and P2) shown are maximum values. If these loads are in combination with an uplift load, contact an engineer from Alpine Engineered Products, Inc. 4" EMBED 11luuililt 5. META ��A�}�1Ved so i1 wraps over the top of the truss and returns i dow\ar��Ot, `�laaok•sidpQ4he top chord as shown in detail above. •. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING No. 17455 TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY_ , DATE 09/25/00 ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID: F®A�/ IG: PSIS v CEILING. = ylj{J Lt:t l DRWG TS035 E **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. —ENG ALPIN BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE TRUSSTEEL DIVISION RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF /////� •`� D E POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS ��1/1111111111111111�`, DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. TSK4L/R HANGER APPLICATION WITH MAXIMUM SCREWS (8—#10 SCREWS IN HANGER —TO —SUPPORTED TRUSS CONNECTION ry Back face V TSK4R22 TSK4R24 ...................... --�' � Front face TSK4R44 Similar TrusSteel TYPICAL HANGER web (typ.) TrusSteel /? Tube :for TSC2.75 chord: we (typ.) �/ I �� - .. __ . - . , — ..— ..a+—,. -A TSC4.00 45• skew TSC2.75 or ? / �/ 45• skew girder T.SC4.00 3 ! /�/.� . /' -------- ---------- %'� i - ------"a-"a . i / /�� i ` girder � � ----------------- - /� ----------------------•---- i ----------------------------- 6.45 TSC2.75 or TSC4.00 Application detail when supported truss is at or within 9" of a panel point *6 screws through front face (shown) 2 screws through back face TSK4 Allowable Load Table Load Orientation Allowable load (lbs.) TS1<4122/ TSK4R22 TSK4L24/ TSK4R24 TSK4L44/ TSK4R44 Downward 450 450 350 Uplift (gravity) 44D 440 290 Uplift (wind) 590 590 390 .75 Pane point General Notes: 1. Circled numbers represent the quantity of #10 self -drilling sheet metal screws applied through the pre -drilled holes in hanger into the TrusSteel chord. 2. Screws connecting the hanger to the girder chord shall be applied first. 3. Care shall be taken not to overdrive screws. Overdriving may result in strip - out of screws from the TrusSteel chord. -Uplift loads from wind shown above have been increased by 1.33. 4. Refer to TrusSteel detail drawings TS023, TS024 or TS024A for ply -to -ply connections for multiple member girders. -Allowable loads given above may be used with TrusSteel chords of any thickness. 5. Hangers ske��gtdlll4l5fll4pj� the right are shown above. TSK4L22, TSK4L24 and TSK4L44\1�td�� s�itrA. RK 4g�//��ewed to the left. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING �•• Certificate •••� �� RUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY No. i7455 DATE 09/25/00 ATTACHED STRUCTURAL PANELS AND B07TOM CHDRD SHALL HAVE A PROPERLY ATTACHED RIGI _ CEILING. = R a01 DRWG TS038 7 ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. _ —ENG BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT Or TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND _ a e TRUS STEEL DIVISION PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE Ida ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF ��/ s%• POMPANO BEACH, FLORIDA DTRUSSES. AN EPICTED HERE AND SHALL NOT BE RELIED DRAWING IN OTHER WAY. TO DESIGN OF THE TRUSS '�i,,��FRTE p"1`TN Y ' TSK4L/R HANGER APPLICATION WITH MINIMUM SCREWS (4—#10 SCREWS IN HANGER —TO —SUPPORTED TRUSS CONNECTION) y�Back face TSK4R22 TSK4R44 Similar TrusSteel web (typ.) TSC2.75 or 45' skew TSC4.00 3 i� �----- ------------ ii-------------------- , girder % fi. l i i i -'------------------------ 00 o 0 O TSC2.75 or TSC4.00 TSC4.00 girder — TSK4R24 TrusSteel /;\ web (typ.) Application detail when supported truss is at or within 9" of a panel point "4 screws through front face (shown) No screws through back face TSK4 Allowable Load Table Load Orientation Allowable load (lbs.) TSK4L22/ TSK4R22 TSK4L24/ TSK41324 TSK4L44/ TSK4R44 Downward 270 270 240 Uplift (gravity) 150 150 100 Uplift (wind) 200 200 130 —Uplift loads from wind shown above have been increased by 1.33. —Allowable loads given above may be used with TrusSteel chords of any thickness. Front face TYPICAL HANGER Tube ,for TSC2.75 chord: ... __ . r — -. a 42—A "_. +..I.e "++-Ik.H 45' skew TSC2.75 Pane poini General Notes: 1. Circled numbers represent the quantity of #10 self —drilling sheet metal screws applied through the pre —drilled holes in hanger into the TrusSteel chord. 2. Screws connecting the hanger to the girder chord shall be applied first. 3. Care shall be taken not to overdrive screws. Overdriving may result in strip — out of screws from the TrusSteel chord. 4. Refer to TrusSteel detail drawings TS023, T5024 or TS024A for ply—fo—ply connections for multiple member girders. 5. Hangers skewed45' to the right are shown above. TSK41_22, TSK41_24 and TSK41_44 a'��t��iiiillCiN��ta}yt skewed to the left. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING �\ ��'�• Certificate �� TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY '� DATE 09/25/00 ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGILt; No. 17455 CEILING. IF1 �/ { DRWG TS038A ALPINE "*IMPORTANT*" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. _ tl�I�j I 4 2001 _ —ENG BRACING DEPICTED ON THIS DESIGN 15 ONLY FOR LATERAL SUPPORT OF TRU55 MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AN PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE7f TRUSSTEEL DIVISION RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE ALPINE ENGINEERED PRODUCTS, INC- FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING O ' POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS O DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. ///// •EN A``�\ TSUC3 Uplift Attachment t® Total Uplift Capacity From Wind or Seismic Loads (lbs.) Steel thickness Clip on one face Clip on each face 3/16" 400 940 1/4" 540 1640 3/8" 540 1620 1/2" 540 1640 A36 Steel Plate — The uplift capacities shown above have been increased by 1.33. TSC2.75 — Uplift capacities outlined above are to be compared with uplift values determined by TrusCad analysis. TSC4.00 j Total Uplift Capacity From Other Loads (lbs.) Steel thickness Clip on one face Clip on each face 3/16" 400 940 1/4" 400 1230 3/8" 400 1230 1/2" 400 1230 3/16 minimum — 1/2" maximum (2) Hilii X—EDNIxO.145"— diameter dome head nail with knurled shank ar equal) into A36 steel refer to note 5 below (3) #10 self drilling screws into TrusSieel chord. \�PI P\2 / A36 Steel I —Beam TSC2.75 or TSC4.00 1/2" min. edge (NTS) % distance (typ.) !�\ (2) Hilti X—EDNIxO.145"— diameter dome head nail with knurled shank' (or equal) into A36 steel (refer to note 5 below for length) (3) #10 seli drilling screws into TrusSieel chord. Allowable lateral loads Clio on one face /P+ Pi = 620 lbs. max. / P2= 310 Ibs.,max. (see note 8 below) �\ P2 Clio on each face P1 = 1230 lbs. max. P2 = 630 lbs. max. (see note 8 below) 1/2" min. edge (NTS) distance (iyp.) —3/15" minimum — 1/2" maximum flange thickness I —Beam web General Notes: 1. Attachment of second clip on opposite face of chord is identical to what is detailed. 2. Install pins in the two outside holes of T51JC3 clip. Pin spacing is 1-1/2" minimum. 3. Pins must be driven through existing holes in TSUC3 clip and be driven perpendicular to steel surface. 4. Care must be taken to insure pins are not overdriven. Pins that are overdriven may puncture surface of TSUC3 clip causing damage. If TSUC3 clip is damaged, the connection will not carry any load. % 5. Pin length must be long enough to insure the tip penetrates completely through the steel. 6. Pins must not be driven into area of the flange which is above the beam web. 7. Refer to manufacturers specification and code approval regarding proper installation . of anchor. 8. Lateral allowable loads (P1. P2) shown are maximum values. If these loads are in combination with an uplift load, contact an Alpine Engineered Products, Inc. engineer TSUC31, or refer to the �111Hiti �R(m��ers code approval. 9. Reference mad qkt�' Lbjp$roval for other steel pins. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING ••,p TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLT: No. 17455 ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI[`i = DATE 09/25/00 CEILING. _ ��( Z�Oi DRWG TS039 ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CDNTRACTOR. � —ENG 7� BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT Or TRU55 MEMBERS TO % F g REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE TRUSSTEEL DIVISION RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE i� • pC ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY."�A9�RD111111111111111111'•I'II��1\� TSUC5 Uplift Attachment t® A36 Total Uplift Capacity From Wind or Seismic Loads (Ibs.) Steel thickness Clip on one face Clip on each face 3/16" 540 1410 1/4" 540 2490 3/8" 540 2430 1/2" 1 540 2640 A36 Steel plate - The uplift capacities shown above have been increased by 1.33. TSC2.75 - Uplift capacities outlined above are to be compared or with uplift values determined by TrusCad analysis. TSC4.00 �r Total Uplift Capacity From Other Loads (Ibs.) Steel thickness Clip on one face Clip on each face 3/16" 400 1410 1/4" 400 2050 3/8" 400 2050 1/2" 400 2050 3/16" minimum - 1 /2" maximum (3) Hilti X-EDNIxO.145" - diameter dome head nail with knurled shank (or equal) into A36 steel (refer to note 5 below for length) (5) #10 self drilling screws into TrusSteel A36 Steel chord. ]—Bea Pz � TSC2.75 i or 1/2" min. TSC4.00 edge (NITS) distance (iyp.) (3) Will X-EDNIx0.145" - diameter dome head nail with knurled shank or equal) into A36 steel refer to note 5 below for length) Steel y (5) #10 self drilling screws into TrusSteel chord. I: Allowable lateral loads �) olio an one face i PI= 1030 lbs. max. /pI Pz= 520 lbs. max. ^\ (see note B below) p2. Clip on each face PI= 205D Ibs. max. Pz= 1050 It Max. L' (see note 6 below) /^ 1/2" min. edge (NTS) distance (typ.) �. 3/16" minimum — i� 1/2" maximum flange thickness j i� I —Beam web General Notes- 1. Attachment of second clip on opposite face of chord is identical to what is detailed. 2. Install pins in the two outside holes and the middle hole of TSUC5 clip. Pin spacing \ is 1-1 /2" minimum. 3. Pins must be driven through existing holes in TSUC5 clip and be driven perpendicular F i to steel surface. %i `•/ �'` 4. Care must be taken to insure pins are not overdriven. Pins that are overdriven may puncture surface of TSUC5 clip causing damage. If TSUCS clip is damaged, the connection will not carry any load. 5. Pin length must be long enough to insure the tip penetrates completely through the . l ....i>� steel. °! 6. Pins must not be driven into area of the flange which is above the beam web. e 7. Refer to manufacturers specification and code approval regarding proper installation M of anchor. B. Lateral allowable loads (P1, P2) shown are maximum values. If these loads are in TSUC5combination with an u II'I�t load, contact an Alpine Engineered Products, Inc. engineer or refer to the \\? �ILYipi,L%,,ers code approval. 9. Reference MaRoob AAAAAA&p`;�e. roval for other steel pins. 4(('' TRUSSTEEL DETAIL **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING C�CC� ••� INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY •• i N�' 74J� ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI DATE 09/25/00 CEILING. MAY f �� fj�{{FF,t ! DRWG TSO40 � � 4VlFFI • _ 1 • ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. • _CAIr BRACING DEPICTED ON THIS DESIGN 15 ONLY FOR LATERAL SUPPORT or TRUSS MEMBERS To • GPI VV V REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND - • `� PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE • ). TRusSTEEL DIVISION RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF !f� POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS ��E� ® ��•`�� DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. ��fT1111111}I111\LL 362T125-33 minimum i A T 2'0" 1 mla; 1 outlooke "Droppe gable truss I ®UTLO®KER Attachment t® TrusSteel Trusses (1) #10 SDS at each outlooker- 362T125-33 J minimum (or equal). Attach to each outlooker as shown �362S162-43 minimum (or equal) Outlooker spaced at 2'0" O.C. max. (4) #10 SDS a n (a) #10 SDS a Simpson H40QJ 00J Simpson H4 (or equal)---1(or equal) -----------------------------------• - ------ --------------------------------------------- (4) #10 SDS (4) #10 SD5 I� (1) #10 SDS at I _ each outlooker L ' I 2'0" Min. 2'0" Max. 4'0" Max. TSJH22 or TSJH24 B a o ;� ' B �— "Dropped" gable end (TrusSteel truss or gable truss from TS013 or TS014) Section A —A TrusSteel truss 2'0" Max. 2'0" Min. 4'0" Max. Partial Roof Layout General Notes: (2) #10 SOS — apply after 1. SDS = self drilling screw. TSJH22 or TSJH24 outlooker Is inside hanger 2. Refer to TrusSteel detail drawing TS022A for TSJH22 or TSJH24 f27n2-43 .......Z-------- --------------.. hanger attachment. 3. Maximum roof design load is 30 psf live load and 15 psf dead —load. Maximum soffit load is 10 psf. 4. Wind load: 110 MPH, SBCCI, closed building, 30' mean roof height, 3625162-43 minimum essential facility, top chord dead load used for wind (or equal) design is 5 psf. OR 110 MPH, ASCE 7-93. closed building, 30' mean roof Section B—B height, category II —III, at ocean line, top chord deadloa��111111111111I��J� dused 2 2/12for wind to 12/12 design is 5 psf. GLARi�� 5. Roof pitch from **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING .No. 17455 TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY DATE 09/25/00 ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID ��' �� CEILING. DRWG TSO41 ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. —ENG 7 BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT of TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND .a PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE i� orl TRUSSTEEL DIVISION RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF '� �TtcRE p 'ENG POMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS JJJJJJT1d9siiqla��`, DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. ALLOWABLE DUCT SIZES FOR TRUSSTEEL FLOOR TRUSSES - ------- _------- - I, -- ---- ---------------------------- ------------- B -# f �! A i \��\ Depth •-------------------- -- --- �,.-- ----------------------------- C Panel Size E Tvoical Duct Opening Sizes for 2.75" Chord Size Steel Floor Truss Depth Panel 5ize A B C D E F 10 60 41/4 41/4 11 33/4 16 31/4 12 60 61/ 6 14 5 20 4 14 60 8/4 7%Z 17 53/4 22 43/4 16 60 101/4. 83/4 14 8 27 43/4 18 60 12 Y4 10 14 %2 9 1/2 26 6 20 60 141/4 11 14 %2 11 26 71/4 22 60 153/4 12 15 121/4 30 63/ 24 60 171/4 123/4 16 131/4 32 7 26 60 183/ 131/2 18 14 34 7 28 60 2D 141/ 18 151/4 34 73/ 30 60 211/4 15 20 153/4 32 91/2 Tvnirnl muri Ooenina Sizes for 4.00" Chord Size Steel Floor Truss Depth Panel Size A B C D E F 12 60 33/ 33/4 14 33/4 20 23/4 14 60 53/4 53/4 17 41/2 22 31/2 16 60 73/4 73/4 14 63/ 27 31/Z 18 60 93/4 9 141/2 81/ 26 43/ 20 60 1 13/4 10 141/2 9 3/4 26 6 22 60 133/4 11 15 11 30 51/2. 24 60 153/ 12 16 12 32 53/ 26 60 17 �/Z 12 3/4 18 12 3/4 34 .5 28 60 19 131/2 18 14 34 61/2 30 60 201/4 141/ 20 141/Z 32 81/4 (Web size used: 1.5"xl.5") (Web size used: 0.75"x1.5") GLARK "WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING PROPERLYa ert►ficate '.•� No. 17455 INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. = !♦` V 1, 4 20GI MAY 9��(j1 `� �J ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO TRUSSTEEL DIVISION ALPINE ENGINEERED PRODUCTS, INC. POMPANO BEACH, FLORIDA REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY A PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. •• �ii�EDIJ E,N,'1`��,� IL TRUSSTEEL DETAIL DATE 09/25/00 rWG TSO42 E N G TSUC7 Uplift Attachment t® Concrete Total Uplift Capacity (lbs.) Concrete Strength (psi) Clip on one face Clip on each face 2000 380(*) 900 3000 520(*) 1240 400D 540(*) 1320 5000 540(*) 1470 Web/webs above bearing to be Concrete located on centerline of TSUC7. bearing (7) #10 self drilling screws into Trus5teel chord. �Pi Allowable lateral loads Clip on one face Pt = 592 lbs. max. — The uplift capacities outlined above may be doubled (except as shown with ' *) provided a special inspection is performed regarding o�ZS: Pz Pz= 592 lbs. max. (see note 4 below) this connection. Refer to concrete anchors manufacturers code TSC2.75 d; approval and appropriate building code for definition of a special or Clip on each face inspection. TSC4.00 Pi = 1184 lbs. max. — (*) These uplift allowables are not to exceed 540 lbs. under any •• o Pz= 1184 lbs. max. (see note 4 below) circumstance. — The uplift capacities shown above have been increased by 1.33 and ,•°"• - _. a •; shall be used only for uplift resulting from wind or seismic loads. ;`�,•,' 1 11/16" min. edge For uplift due to other loads, use 75% of tabulated values. (4) 3/16" x 1 —3/4" ITW distance (typ.) — Uplift capacities outlined above are to be compared with uplift Buildex TAPCON concrete values determined by TrusCad analysis. anchors or equal into concrete bearing. General Notes: 1. Attachment of second clip on opposite face of chord is identical to who is detailed. 2. TAPCON concrete anchor spacing is 2" minimum. Fill outside holes and every other hole of TSUC7 clip. 3. Refer to manufacturers specification regarding proper installation of anchor. 1,J 4. Lateral allowable loads (P1, P2) shown are maximum values. If these loads are in combination with an uplift load, contact an Alpine Engineered Products, Inc. engineer or refer to the concrete anchor manufacturers code % e approval. 5. Concrete anchor is not to be installed until concrete has reached the specified design strength. TSUC7 6. Reference ma��\n,�f4516ti1N8'rg,� code approval for other concrete anchors. �\�� CLARK , -. ' **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING �\�O••••Certificet® TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLT` ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIC' No. 17456 �� DATE 09/25/00 CEILING. DRWG TSO43 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.= V I • —ENG 7ALPINE BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT Or TRUSS MEMBERS T0— DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AFC • TRUSSTEEL DIVISION ALPINE ENGINEERED PRODUCTS, INC. POMPANO BEACH, FLORIDA REDUCE BUCKLING LENGTHS. ALL PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THEi RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS DEPICTED HERE AND SHALL -NOT BE RELIED UPON IN OTHER WAY. • I� a , /� FJ�fJ. �i� j� •,, ,,++�` \ `�� TSUC9 Uplift Attachment t® Concrete Total Uplift Capacity (Ibs.) Concrete Strength (psi) Clip on one face Clip on each face 2000 470(*) 1 120 3000 540(*) 1550 4000 540(*) 1650 5000 540(*) 1540 The uplift capacities outlined above may be aouDlea kexcepT as shown with ' * ) provided a special inspection is performed regarding this connection. Refer to concrete anchors manufacturers code approval and appropriate building code for definition of a special inspection. (*) These uplift allowables are not to exceed 540 lbs. under any circumstance. The uplift capacities shown above have been increased by 1.33 and shall be used only for uplift resulting from wind or seismic loads. For uplift due to other loads, use 75% of tabulated values. Uplift capacities outlined above are to be compared with uplift values determined by TrusCad analysis. TSUC9 Web/webs above bearing to be Concrete located on centerline of TSUC9. bearing (9) #10 self drilling screws into TrusSteel chord. I--,"P' Allowable lateral loads Clip on one face PI = 740 lbs. max. r P2 Pz= 740 lbs. max. (see note 4 below) TSC2.75 Clip an each face or J' C PI = 1480 lbs. max. TSC4.00 Pz= 1480 lbs. max. a a (see note 4 below) 'P Q.s• 1 11/16" min. edge ., • a �' distance (typ.) (5) 3/16" x 1-3/4" ITW Buildex TAPCON concrete anchors or equal into concrete bearing. General Notes: 1. Attachment of second clip on opposite face of chord is identical to what is detailed. 2. TAPCON concrete anchor spacing is 2" minimum. Fill outside holes and every other hole of TSUC9 clip. 3. Refer to manufacturers specification regarding proper installation of anchor. 4. Lateral allowable loads (P1, P2) shown are maximum values. If these loads are in combination with an uplift load, contact an Alpine Engineered Products, Inc. engineer or refer to the concrete anchor manufacturers code approval. 5. Concrete anchor is not to be installed until concrete has reached the specified design strejhl/q/ 6. Reference mck�0169't+1LrAffjecgde approval for other concrete anchors. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHDRD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 77 ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT Or TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE TRUS STEEL DIVISION RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE ALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OF POMPANO BEACH. FLORIDA TRUSSES. AN ENGINEERS SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. Certif-Cate -:,r�` No.17455 "r 1, # e >F � •• a• Q TRUSSTEEL DETAIL DATE 09/25/00 DRWG TSO44 —ENG TSUC 1 1 Total Uplift Capacity (lbs.) Concrete Strength (psi) Clip on one face Clip on each face 200D 540(*) 1340 3000 540(*) 1860 4000 540(*) 1980 5000 540(*) 2210 The uplift capacities outlined above may De aouDlea kexcepT ub shown with "*') provided a special inspection is performed regarding this connection. Refer to concrete anchors manufacturers code approval and appropriate building code for definition of a special inspection. (*) These uplift allowables are not to exceed 540 lbs. under any circumstance. The uplift capacities shown above have been increased by 1.33 and shall be used only for uplift resulting from wind or seismic loads. For uplift due to other loads, use 75% of tabulated values. Uplift capacities outlined above are to be compared with uplift values determined by TrusCad analysis. TSUC11 Upkft Attachment t® Concrete Web/webs above bearing to be located on centerline of TSUC11. (1 1) #10 self drilling screws into TrusSieel chord. �PI Allowable lateral loads Clip an one face Pz _ PI = 888 lbs. max. \\�Pz = 888 lbs. max. (see note 4 below) Clip on each face �•'o': PI = 1776 lbs. max. • : Pz = 1776 lbs. max. '`a• (see note 4 below) 1 11/16" min. edge distance (typ.) (6) 3/16" .x 1-3/4" ITW Buildex TAPCON concrete anchors or equal into concrete bearing. \ General Notes: 1. Attachment of second clip on opposite face of chord is identical to what is detailed. 2. TAPCON concrete anchor spacing is 2" minimum. Fill outside holes and every other hole of TSUC11 clip. 3. Refer to manufacturers specification regarding proper installation of anchor. 4. Lateral allowable loads (P1, P2) shown are maximum values. If these loads are in combination with an uplift load, contact an Alpine Engineered Products, Inc. engineer or refer to the concrete anchor manufacturers code approval. 5. Concrete anchor is not to be installed until concrete has reached the specified design 111�l11�i�,Pfh. 6. Reference \\ry iiT�{�a�t�f -1� 1,aode approval for other concrete anchors. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING ).••,.Certificate 'T••�Q'e` TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY • No. 17455 DATE 09 25 00 ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED Rldib / / r CEILING. _ DRWG TSO45 MAY 9 ALPINE **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTORS j •� _ —ENG BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY A PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RI/o/rif TRUSSTEEL DIVISION RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLEALPINE ENGINEERED PRODUCTS, INC. FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING, AND BRACING OFPOMPANO BEACH, FLORIDA TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO DESIGN OF THE TRUSSDEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. LI1\I� I k- rIgIngl PrA I FARNTNr CTR / F.115-R 15'B" Common THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI BOT CHORD 33TSC2.75 1.5x2.75-33-55KSI WEBS 33W.75x2.25 .75x2.25-33-45KSI :W2, W3 33W.75x1.5 .75xl.5-33-45KSI: (R) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 AND TS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL 15'B' LEFT JIG = 17'B"13 DESC. = EJ15-8 15'8" Common GALVANIZATION - G60 DESIGN CRIT= AISI SCREWS=14RMO . CIRCLES SHOW THE MIN. NU. U4- BLUE 1 4HI-1UtS 1 . Z0 SCREWS AND MIN. NO. OF RED 14AMDR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTANCE=3/4". SEE DWG. TSO11 FOR DETAILS. 110 MPH WIND, 17.29 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. R-130pIF W-151B- OTY= 3 TOTAL= 3 * * W A R N I N G * * TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HRNOLING, SHIPPING, INSTALLINI AND BRACING. 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. I NSTALLRT I ON CONTRACTOR. BRACINH DEPICTED ON THIS ❑ESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS - ALL DESIGN, ATTACHMENT FIND INSTALLATION OF TEMPORARY AND PERhHNENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTSI� INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTRLLIN!;, AND BRACING OF TRUSSES. AN_ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. RIGHT JIG = 15'B"3 SEO = 96700 19.Ob2 SCALE=0.2500 LL 20.0 PSF REF OL 25. 0 PSF DATE 03 -26 -2001 DL 20.0 PSF DRWG BY LL 0.0 PSF TOM RLEXRNDER .LD. 65.0 PSF O/R LEN. 150800 SPACING 24.0" (TYPE comn i,h: f1' m-m PGR I FRRNTNG CTR / EJ15-8A 15'8" Common THIS DWG. PREPRRED FROM COMPUTER INPUT (LORDS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 33TSC2.75 1.5x2.75-33-55KSI BOT CHORD 43TSC2.75 1.5x2.75-43-55KSI WEBS 33W.75x2.25 .75x2.25-33-45KSI :W2, W4, W5, W6 33W.75x.75 .75x.75-33-45KSI: :W7, W9 33W.75x1.5 .75x1.5-33-45KSI: 110 MPH WIND, 17.27 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCRTED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. (R) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 AND TS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL. ► 14'11"8 15'8" R..-627# U-1809 W-6"12 Rv 11860 U-5200 W-B" SCREWS=I4AMD. CIRCLES SHOW THE MIN. NU. OF ULUE 14F11-1Ub1.Co SCREWS AND MIN. NO. OF RED 14RMOR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTANCE=3/4". SEE DWG. TSO11 FOR DETAILS. (B) 33TSHC3.5K 2099n. HINGE CONNECTOR REQUIRED. CIRCLE INDICATES PIIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TS004 FOR PERK CONNECTOR DETAIL. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. Rv 232G U-1BOp W-9- 12'11- __0_12' GHT DESC FT JIG EJ15-17'8R115'8" Common \��'`Gt.ARKIIIW��/i� RISEO JIG15835'9"3 GALVANIZATION - G60 DESIGN CRIT= AISI OTY= 1 TOTAL= 1 r1,.•••• F '�. REV. 19.Ob2 SCALE=0.2500 AP I E T SST J L WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HRNOLING, SHIPPING, INSTALI:f � AND BRRCING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURRL ,� PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACRN DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENG ALL DESIGN, RTTRCHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRRCING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUC y INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALk";I . AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUS- DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. e • JJ v , qp�[ a (� MAC 0j ; �• State Of , •� `,', Florida .••��o ��/77ST�C .. • • •�NG�1\��\ T C L L 2 0. 0 P S F _TC DL 25. 0 PSF _•• DL 20 • O PSF k L L 0.0 PSF TOT . LD . 65 . O PSF R E F DATE 03 -26 -2001 DRWG BY T O M RL E X RN D E R 0/R LEN . 24 SPRC ING 24. 0 " TYPE S 2C �/JNIIIIIIIU�II1�� Job:(13109) PGA LEARNING CTR / B1_R42'4"12 Ste down Hi TOP CHORD 43TSC4.00 2.5x4.00-43-55KSI BOT CHORD 43TSC4.00 2.5x4.00-43-55KSI WEBS 33W1.5x1.5 1.5x1.5-33-45KSI :W3, W29 47W1.5x2.5 1.5x2.5-47-45KSI: :W4, W28 33W1.5x2.0 1.5x2.0-33-45KSI: :W5, W27 63W1.5x3.5 1.5x3.5-63-45KSI: o Girder THIS DWG. PREPARED BY THE RLPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LRYDI (A) 43TSBUC5.0 1899o. BENT-U CONNECTOR REQUIRED. CIRCLE INDICATES MIN. SCREW OTY. THRU CONNECTOR OVERLAP SEE DRAWING TS016 FOR PEAK CONNECTOR DETAIL. #1 HIP SUPPORTS 10- 1-10 JACKS TO BC. DEFLECTION MEETS L/480.00 LIVE AND L/360.00 TOTAL LORD. SCREWS=I4RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMOB2.125 SCREWS AND MIN. NO. OF RED 14RMDR2.375 SCREWS PER MEMBER OF TRUSS. RED SCREWS FIRE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTANCE=3/4". SEE DWG. TSOli FOR DETAILS. SPLICE=54TSCS4.00/33W1.5xl.5 x 20" INSERT. CENTER INSERT AT SPLICE AND ATTACH WITH SCREWS AS INDICATED BY DETAIL LABEL. SEE DRAWING TS012 FOR SPLICE DETAILS. 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. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. , n n_ p © © © .'I.i�18C�L'�/YF�Y�JYt p p Ca=V=v=V R-4157# U-1804 W-8- 42'4-12 22'1-8 10'1"10 Rv-4157# U-180# W-8- --o12 LEFT RAKE = 107 RIGHT RAKE _ 10"7 DESC JIG B11R42' 4"12 StePdown H i G i rder \\��`\�GLARKtv/i�� RISEO JIG1006303 GALVANIZATION - G60 DESIGN GRIT= RISI OTY= 1 TOTAL= 1 �� `2`••' '•B ' 'REV. 19.Ob2 SCALE=0.1667 C AP I E l C T J I **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTRLLJG AND BRACING. UNLESS OTHERWISE INOICflTEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 4 **IMPORTANT-** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING ❑EPICTEO ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS.q,Q ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY FIND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY.////�� No. 1 745 5 . }g' }^r n �n7 �lRE1j APR V " ��' ' ••� �{} •'-•+ tt\\\\\ C L L 20. 0 PSF T� DL 25.0 PSF = B� DL 2O. O PSF C ILL O.O PSF OT . LD . 65 O PSF R E F DATE O 4 - 1 O - 2 D 0 1 DRWG BY T 0 M RL E X R N D E R D/R LEN . 420412 SA9C ING see above TYPE hips Job: (13109) PGR LEARNING CTR / B2 42'4"12 Stepdown Hip THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI BOT CHORD 28TSC2.75 1.5x2.75-28-55KSI WEBS 33W.75x.75 .75x.75-33-45KSI :W3, W4, W8, WIG, W17 33W.75x2.25 .75x2.25-33-45KSI: :W10, W11, W12 33W.75x1.5 .75x1.5-33-45KSI: (B) 33TSBUC3.5 2099o. BENT-U CONNECTOR REQUIRED. CIRCLE INDICATES PIIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TS004 FOR PERK CONNECTOR DETAIL. (A) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 AND TS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. SCREWS=I4AMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMUB1.25 SCREWS AND MIN. NO. OF RED 14AMDR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTRNCE=3/4". SEE DWG. TSO11 FOR DETAILS. SPLICE=33TSCS2.75/33W.75xl.5 x 12" INSERT. CENTER INSERT AT SPLICE AND ATTACH WITH SCREWS AS INDICATED BY DETAIL LABEL. SEE DRAWING TS002 FOR SPLICE DETAILS. 110 MPH WIND, 15.04 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. —0,12 ' 42'4-12 Rv-29431+ U-9709 W-B- Rv-20439 U-9700 W-B- LEFT RAKE = 10"15 RIGHT RAKE = 10"14 LEFT JIG = 13'5"5 RIGHT JIG = 13'5"5 GGALVANIZATTION2-4G60 Step DESIGN PCRIT= RISI OTY= 1 TOTAL= 1 -kAtllR �///;, REV. 19.Ob2 SCALOE=0.816665 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTAL i� TC LL 20.0 PSF REF r RND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HOVE PROPERLY ATTACHED STRUCTURAL �• TC DL 25.0 PSF DATE 03 -26 -2001 AP I E PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. ** I M P O R T R N T ** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRAC $C DL 20.0 PSF DRWG BY I DEPICTED ON THIS DESIGN IS ONLY FOR LRTERRL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LE HS:. °� %�� C LL O O PSF-TOM RLEXRNDER T S S T L ALL DESIGN, ATTACHMENT AND INSTRLLRTION OF TEMPORARY FIND PERMANENT BRACING, TO RESIST LflTERAL•1. FORCES FIND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PROD ,_ S, •� =TOT . LD . 65.0 PSF O/R LEN . 420412 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INST .(V AND BRACING OF TRUSSES. RN ENGINEER'S SERL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE 9S`•. - State Of • 4 \ DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. '%�i ••,•.Florida �.*��\��` SPACING 24.0" TYPE coma Job: (13109) PGA LEARNING CTR / B3 42'4"12 Stepdown H.ip THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI BOT CHORD 28TSC2.75 1.5x2.75-28-55KSI WEBS 33W.75x.75 .75x.75-33-45KSI :W3, W4, W8, W10, W14, W15 33W.75x2.25 .75x2.25-33-45KSI: :WS, W13 33W.75xl.5 .75xl.5-33-45KSI: (B) 33TSBUC3.5 20Ho. BENT-U CONNECTOR REQUIRED. CIRCLE INDICATES PIIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TS004 FOR PERK CONNECTOR DETAIL. (A) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 AND TS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 42'4"12 Rv-28430 U-9800 W-V SCREWS=I4RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14AMOB1.2b SCREWS AND MIN. NO. OF RED 14RMDR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTRNCE=3/4". SEE DWG. TSO11 FOR DETAILS. SPLICE=33TSCS2.75/33W.75xl.5 x 12" INSERT. CENTER INSERT AT SPLICE AND ATTACH WITH SCREWS AS INDICATED BY DETAIL LABEL. SEE DRAWING TS002 FOR SPLICE DETAILS. 110 MPH WIND, 15.46 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. RECOMMENDED CAMBER 1/4" AT MIDSPRN BETWEEN BEARINGS. Rv-2B430 U-9800 W-8- _412 • LEFT RAKE = 10"14 RIGHT RAKE = 10"14 LEFT JIG = 15'7"5 RIGHT _JIG = 15'7"5 GGALVANIZATION2- G60 Step DESIGN PCRIT= RISI OTY= 1 TOTAL= 1 ��``��`�y11P,RK��ii REV. 19.Ob2 SCALOE=0.816679 a TC LL 20.0 PSF REF **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTAL LI I C AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL � C DL 25.0 PSF DATE 0 3 - 2 6 - 2 0 0 1 AP I PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. = '/ ' **I M P O R T R N T** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRAgN _ DL 20.0 P S F D R W G B Y T SST DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENG Ay�y{ 2 �� ; BE LL O. O PSF TOM ALEXANDER SST ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY FIND PERMANENT BRACING, TO RESIST LATERAL 6° J'�ta `^ _z FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PROOUC .. ; -[DT . LD _ 65.0 PSF O/A LEN . 420412 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HRNOLING, SHIPPING, INSTAL 4).�• state Ot •� AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS ❑RRWING APPLIES ONLY TO THE DESIGN OF THE T Cn •. DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. C •• Florida.. •�� ,, is•�, �� SPACING 24.0" TYPE comn Job:(13109) PGA LEARNING CTR / 64 42'4"12 Stepdown Hi TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI BOT CHORD 33TSC2.75 1.5x2.75-33-55KSI WEBS 33W.75x1.5 .75x1.5-33-45KSI :W1, W2, W16, W17 33W.75x.75 .75x.75-33-45KSI: :W3, W4, W14, W15 33W.75x2.25 .75x2.25-33-45KSI: (B) 33TSBUC3.5 20gqa. BENT-U CONNECTOR REOUIRED. CIRCLE INDICATES PIIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TS004 FOR PERK CONNECTOR DETAIL. (A) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 AND TS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL. Rv-21343# U-980# W-B" LEFT RAKE = 1.0"14 LEFT JIG = 17.9"5 DESC. = B4 42'4"12 Stepdown Hip GALVANIZATION - G60 DESIGN CRIT= RISI THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT SCREWS=I4RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMDB1.25 SCREWS AND MIN. NO. OF RED 14RMDR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTRNCE=3/4". SEE DWG. TSO11 FOR DETAILS. SPLICE=33TSCS2.75/33W.75x1.5 x 12" INSERT. CENTER INSERT AT SPLICE AND ATTACH WITH SCREWS AS INDICATED BY DETAIL LABEL. SEE DRAWING TS002 FOR SPLICE DETAILS. 110 MPH WIND, 15.88 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 4"12 OTY= 1 TOTAL= 1 * * W R R N I N G * * TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTf AND BRACING. UNLESS ❑THERWISE INDICATED, TOP CHORD ALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHEDSHRIGID CEILING. **IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRI DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LEN ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUI INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTAL AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. Rv-2B43N U-9909 W-B" tUUttulurrrrriip, „ G� , R E V . /�. D L State Of c;•. Florida.... ED•EN \\ LL .LD 12 ' RIGHT RAKE = 10"14 RIGHT JIG = 17'9"5 SEO = 82652 19.Ob2 SCALE=0.1667 20.0 PSF REF 25 . 0 PSF DATE 03 -26 -2001 20.0 PSF DRWG BY 0.0 PSF TOM ALEXANDER 65.0 PSF O/R LEN. 420412 SPACING 24.0" ITYPE comn .lc,b: (13109) PGR LEARNING CTR / B5 42' 4"12 Stepdown Hip THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LRYOUT TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI BOT CHORD 33TSC2.75 1.5x2.75-33-55KSI WEBS 33W.75x1.5 .75xl.5-33-45KSI :W1, W2, W7, W13, WIG, W19 33W.75x.75 .75x.75-33-45KSI :W3, W4, WIG, W17 33W.75x2.25 .75x2.25-33-45KSI: (B) 33TSBUC3.,5 2099o. BENT-U CONNECTOR REQUIRED. CIRCLE INDICATES PIIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TS004 FOR PERK CONNECTOR DETAIL. (A) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 AND TS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL. Rv-29434 U-9904 W-8" .LEFT RAKE = 10"14 LEFT JIG = 19'11"4 DESC. = B5 42'4"12 Stepdown Hip GALVANIZATION - G60 DESIGN CRIT= AISI AE SCREWS=I4RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14HMUB1.25 SCREWS AND MIN. NO. OF RED 14RMDR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTRNCE=3/4". SEE DWG. TSO11 FOR DETAILS. SPLICE=33TSCS2.75/33W.75xl.5 x 12" INSERT. CENTER INSERT AT SPLICE AND ATTACH WITH SCREWS AS INDICATED BY DETAIL LABEL. SEE DRAWING TS002 FOR SPLICE DETAILS.. 110 MPH WIND, 16.29 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/24D.00 TOTAL LORD. 42'4"12 OTY= 1 TOTAL= 1 **WARNING*-* TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INST AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. * *IMP 0 R T R N T * -* FURNISH A COPY OF THIS DESIGN TO THE INSTRLLATION CONTRACTOR. �R DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING EEC ALL DESIGN, RTTRCHMENT AND INSTALLRT I ON OF TEMPORARY FIND PERMANENT BRACING, TO RESIST LRTEFAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. RLPINE ENGINEERED PROsj INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTR AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE' DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. R-28439 U-9900 W-8- \\\��t��?ARKit��i��ii REV . • e '% 1 TC LL f t ;.Q ETC DL 7 l Bt DL AR 2 7 ADO+ = BC LL •��` TOT.LD State Of --o12 ' RIGHT RAKE = 10"14 RIGHT JIG = 19'11"4 SEO = 82649 19.Ob2 SCALE=0.1667 20.0 PSF REF 25.0 PSF DATE 03-26-2001 20.0 PSF DRWG BY 0 - 0 PSF TOM ALEXANDER 65.0 PSF O/R LEN. 420412 ,•.Eton a . SPACING 24.0" TYPE comn 4.. • ED• ..\\\ Job: C13109) PGR LEARNING CTR / B6 42'4"12 Stepdown Hip THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI :T2 28TSC2.75 1.5x2.75-28-5 SCREWS=I4AMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMDB1.25 5KSI: SCREWS AND MIN. NO. OF RED 14AMDR1.5 SCREWS PER MEMBER OF BOT CHORD 33TSC2.75 1.5x2.75-33-55KSI TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW WEBS 33W.75x1.5 .75x1.5-33-45KSI SPACING AND END DISTANCE=3/4". SEE DWG. TSO11 FOR DETAILS. :W1, W2, W7, W13, W18, W19 33W.75x.75 .75x.75-33-45KSI: :W3, W4, W8, W12, W16, W17 33W.75x2.25 .75x2.25-33-45KSI: SPLICE=33TSCS2.75/33W.75x1.5 x 12" INSERT. CENTER INSERT AT SPLICE AND ATTACH WITH SCREWS AS INDICATED BY DETAIL LABEL. (B) 33TSBUC3.5 20Ho. BENT-U CONNECTOR REQUIRED. SEE DRAWING TS002 FOR SPLICE DETAILS. CIRCLE INDICATES PIIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TS004 FOR PERK CONNECTOR DETAIL. 110 MPH WIND, 16.71 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. CA) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. AND TS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 42'4"12 Rv-284311 U-9906 W-8" Rv-213439 U-9909 W-8" 12' LEFT RAKE = 10"14 RIGHT RAKE = 10-14 LEFT JIG = GGALVANIZATION214G60 Step DESIGN PCRIT= RISI OTY= 1 TOTAL= 1 \\�`�\\\\`11cxARKr, F��'ii REV. 19.Ob2 SCALE=BOG16672' 1 "4 AW A R N I N G TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTR4L T C L L 20. O P S F R E F AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL`- TC DL 25. 0 PSF DATE 03 -26 -2001 PRNELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRPCIN• G. DL 20 - 0 PSF D R W G BY DEPICTED ON THIS DESIGN IS ONLY FOR LRTERRL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENT C LL 0.0 PSF TOM ALEXANDER ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LRTERRL� FORCES ANO HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. REPINE ENGINEERED PRODU� S9• State Of ,•�� TOT.LD. E5 O PSF 0/A LEN. 420412 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTR LZN 4u FIND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS ORRWING APPLIES ONLY TO THE DESIGN OF THE /••, Florida DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY.�� &•• •'irjG\\\\\\ SPACING 24.0" TYPE comas ��flfNitllli11111 Job:(13109) PGA LEARNING CTR / B7 42'4"12 Common THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI BOT CHORD 33TSC2.75 1.5x2.75-33-55KSI WEBS 33W.75x.75 .75x.75-33-45KSI :W3, W4, W8, W10, W14, W15 33W.75x2.25 .75x2.25-33-45KSI :WS, W6, W9, W12, W13 33W.75x1.5 .75xi.5-33-45KSI: (B) 33TSBUC3.5 20gqo. BENT-U CONNECTOR REQUIRED. CIRCLE INDICATES PIIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TS004 FOR PERK CONNECTOR DETAIL. (A) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 AND TS019 FOR STEEL TRUSS BRACING'CONNECTION DETAIL. SCREWS=I4RMD. CIRCLES SHOW THE MIN. NU. UI bLUE 14HI-lUti1.25 SCREWS AND MIN. NO. OF RED 14RMDR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTANCE=3/4". SEE DWG. TSO11 FOR DETAILS. SPLICE=33TSCS2.75/33W.75xl.5 x 12" INSERT. CENTER INSERT AT SPLICE AND ATTACH WITH SCREWS AS INDICATED BY DETAIL LABEL. SEE DRAWING TS002 FOR SPLICE DETAILS. 110 MPH WIND, 16.92 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. _4112 ' 42'4"12 Rv-2B43N U-99O9 W-8" Rv-28434 U-99O9 W-B" RIGHT RAKE = 10"14 LEFT RAKE = 1'111 RIGHT JIG = 23'1"11 LEFT JIG B 23' 1 "11 �� \\\� LAIRiKi v DESC. = B7 42' 4"12 Common \�\ ��///,. SEO = 1038 GALVANIZATION - G60 DESIGN CRIT= RISI OTY= 9 TOTAL= .9 �� G /, REV. 19.Ob2 SCALE=0.1667 j� AP I E T �(�T J I L * * W A R N I N G * * TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTRLLI AND BRRCING. 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. BRRCINGPMA DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRRCING, TO RESIST LATERAL = FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCT _ INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALL AND BRRCING OF TRUSSES. AN ENGINEER'S SEAL ON THIS ORRWING APPLIES ONLY TO THE DESIGN OF THE TRI15�C��. DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. NA. I 2 7 2001 . R State Of .'k� Florida �ST••. ••G\?�� C LL 20.0 PSF D L 25.0 PSF D L 20.0 PSF Bi- LL 0. 0 PSF �T . LD .. 65.0 PSF REF DATE 0 3 - 2 6 - 2 0 0 1 D R W G B Y TOM ALEXANDER O/R LEN . 420412 ; SPACING 24. D" TYPE come Job:(13109) PGA LEARNING CTR / B8 27'2"6 Special TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI BOT CHORD 33TSC2.75 1.5x2.75-33-55KSI WEBS 33W.75x2.25 .75x2.25-33-45KSI :W1, W2, W7 33W.75x.75 .75x.75-33-45KSI: :WS, W6, W9, W10 33W.75x1.5 .75x1.5-33-45KSI: 110 MPH WIND, 16.92 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. (A) CONTINUOUS LRTERRL BRACING REQUIRED. SEE DWGS TS015 AND T,SOI'9 FOR STEEL TRUSS BRACING CONNECTION DETRIL. 8 Rv-21260 U-77O# W-8- THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT SCREWS=I4RMD. CIRCLES SHOW THE MIN. NU. Ur rsLUL 14111 IUDI.-, SCREWS RND MIN. NO. OF RED 14RMDR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPRCING AND END DISTRNCE=3/4". SEE DWG. TSO11 FOR DETAILS. (B) 33TSBUC3.5 20gqa. BENT-U CONNECTOR REQUIRED. CIRCLE INDICRTES MIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE ORRWING TS004 FOR PERK CONNECTOR DETAIL. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. LEFT RAKE = 10"14 LEFT JIG = 23'1"11 DESC. = B8 27'2"6 Special GALVRNIZRTION - G60 DESIGN CRIT= RISI OTY= 9 TOTRL= 9 A* * W R R N I N G * * TRUSSES REOUIRE EXTREME CARE IN FRBRICRTING, HANDLING, SHIPPING, INSTRLLI r AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHRLL HAVE PROPERLY ATTACHED STRUCTURAL A P I E PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY RTTRCHED RIGID CEILING. * *IMP 0 R T R N T * * FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACIC 1 T DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTFL L FILL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORRRY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS� INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLIN FIND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRU DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. Rv-1497# U-5OO9 W-8" kN11iI111//j " LARK EV . C LL ®r.,,E c.s DL AR 2 i 2001 1 BC: LL -TOT .LD T • State Of :C RIGHT JIG = 11'0"10 SEO = 82675 19.Ob2 SCALE=0.2500 20.0 PSF REF 25.0 PSF DATE 03-26-2001 20.0 PSF DRWG BY O.0 PSF TOM ALEXANDER 65.0 PSF 0/R LEN. 420412 /iST^.••on•a ,jSPRCING 24.0" TYPE comn . ..... ..-...I.— .--- . ,ter, —1. n_ _ _ . _ i 1— nur oor000cn Av TUG Al PTNF inR f1FSTGNFR PRf1GRFM FROM TRUSS MFR'S LAYOUT TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI BOT CHORD 33TSC2.75 1.5x2.75-33-55KSI WEBS 33W.75x2.25 .75x2.25-33-45KSI :W3, W4, W7, W8 33W.75x1.5 75x1.5-33-45KSI: :W5 33W.75x.75 .75x.75-33-45KSI: 110 MPH WIND, 17.76 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. (A) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 AND TS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL. Rv-1582# U-5209 W-6- LEFT JIG = 20'3" DESC. = B9 24' S eciol GALVANIZATION - G�0 DESIGN CRIT= RISI AE SCREWS=I4RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMDB1.25 SCREWS AND MIN. NO. OF RED 14RMDR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTRNCE=3/4". SEE DWG. TSO11 FOR DETAILS. (8) 33TSBUC3.5 20gqn. BENT-U CONNECTOR REQUIRED. CIRCLE INDICATES PIIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TS004 FOR PERK CONNECTOR DETAIL. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. OTY= 2 TOTAL= 2 **WARNING** TRUSSES REOUIRE EXTREME CARE IN FRBRICRTING, HRNOLING, SHIPPING, INSTALLIN AND BRRCING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I M P O R T A N TFURNISH R COPY OF THIS DESIGN TO THE INSTALLRTION CONTRACTOR. 'RC"DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGT ALL DESIGN, ATTACHMENT AND INSTRLLRTION OF TEMPORARY AND PERMANENT BRRCING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PROOUCI G INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALL'INp AND BRRCING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUS! DEPICTED HERE AND SHRLL NOT BE RELIED UPON IN ANY OTHER WRY. Rv-1546" U-5309 W-0- "o"'Il1 ARK111��'�%ii, REV. Y C L L 171 DL .1 . B DL r MAR 2 7 20 1 BCf- LL ' TaT.LD �•, State Of RIGHT JIG = 11'O"10 SEO = B2678 19.Ob2 SCALE=0.2500 20.0 PSF REF 25.0 PSF DATE 03-26-2001 20.0 PSF DRWG BY 0-0 PSF TOM ALEXANDER 65.0 PSF O/R LEN. 420412 iS•. Florida •.-�� PACING 2 4. 0 ITYPE comn .R E D E 1-.. r i o i no) orA I GPQNITNIr: r TR / R I n 24' Cnmmnn THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT JTOP CHORD 43TSC2.75 1.5x2.75-43-55KSI BOT CHORD 43TSC2.75 1.5x2.75-43-55KSI WEBS 33W.75x2.25 .75x2.25-33-45KSI :W3, W6, W7, W8, W9 33W.75xl.5 .75xl.5-33-45KSI: 110 MPH WIND, 17.48 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. (A) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 AND TS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL. Rv-921# U-1909 W-B- LEFT JIG = 18'10"7 DESC. = BID 24' Common GALVANIZATION - G60 DESIGN CRIT= AISI AE Rv-1621# U-75ON W-B- SCREWS=I4RMD. CIRCLES SHOW THE MIN. NU. OF bLUL 1iHI-IUe1.�3 SCREWS AND MIN. NO. OF RED 14AMDR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTANCE=3/4". SEE DWG. TSO11 FOR DETAILS. (B) 33TSBUC3.5 20pa. BENT-U CONNECTOR REQUIRED. CIRCLE INDICATES PI IN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TS004 FOR PERK CONNECTOR DETAIL. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. OTY= 1 TOTAL= 1 * * W R R N I N G * )I TRUSSES REQUIRE EXTREME CARE IN FRBRICRT ING, HRNOLING, SHIPPING, INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. *I M P 0 R T R N T * * FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY RNO PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTRLLIN AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS i DEPICTED HERE AND SHRLL NOT BE RELIED UPON IN ANY OTHER WRY. Rv-587k U-260# W-B- ,\0�k. 111ulu111/'/" GEAR K• W R E V . LL !,1A DL �• State of .� c/*' • Florida •�� BC_= LL &T.LD RIGHT JIG = 11'4"9 SEO = 89839 19.Ob2 SCALE=0.2500 20.0 PSF REF 25 . 0 PSF DATE 03 -26 -2001 20.0 PSF DRWG BY 0.0 PSF TOM ALEXANDER 65.0 PSF O/R LEN. 420412 PACING 24.0" ITYPE comn f/''11I11Ill I111 k\0\\ _" - r I Q I nC1T PrA I PAPN T Kir ('TR / R I I P4 ' Common THIS DWG. PREPRREO BY THE RLPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LRYOUT TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI :T2 2BTSC2.75 1.5x2.75-28-5 SCREWS=I4RMD. CIRCLES SHOW THE MIN. NU. UI- bLUL 14H1'IU13L.ZZ) SKSI: SCREWS AND MIN. NO. OF RED 14AMDR1.5 SCREWS PER MEMBER OF BOT CHORD 43TSC2.75 1.5x2.75-43-55KSI TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW WEBS 33W.75x2.25 .75x2.25-33-45KSI SPACING AND END DISTANCE=3/4". SEE DWG. TSO11 FOR DETAILS. :W2, W9 33W.75x.75 .75x.75-33-45KSI: :W3, WG, W7, W10 33W.75x1.5 .75x1.5-33-45KSI: CB) 33TSBUC3.5 20gqn. BENT-U CONNECTOR REQUIRED. CIRCLE INDICATES PIIN. SCREW OTY. THRU CONNECTOR OVERLAP. 110 MPH WIND, 17.07 FT MEAN HGT, SBC, SEE DRRWING TS004 FOR PERK CONNECTOR DETAIL. ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TIC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTRL LORD. (R) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. AND TS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL. R -70711 U-180# W-8- Rv-2153k U-BBO# W-B- Rv-2G7# U-2204 W-B- LEFT JIG = 8G\� U\I1JUH• RIGHT JIG = 12'2"6 ERVBI2' LRNIZAONCommon \\GJ'ARKLE2503 DESIGN CRIT= RISI QTY= 1 TOTAL= 1 REV. 19.Ob2 SCALE =0.0.... C A P I E I T S S T L * * W R R N I N G * * TRUSSES REQUIRE EXTREME CRRE IN FABRICRTING, HANDLING, SHIPPING, INSTRC IN AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURRL,' PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. **IMPORTANT— FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. B - � DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LE THS•. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LRTERR ; FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. RLPINE ENGINEERED PRO LT INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTAL ijJ� DEPICTEDNG HEREFANDUSSES. AN SHALL NOT BEGRELIEDSUPONL INNANYI OTHERWING WRy APPLIES ONLY TO THE OESICN OF THE TRUS`5 t �r r7lD'r.: �'4 VAR 2 7 2001 - •`� State Of •• FloridaAND /S D ��NG�\\N\ TIC LL 20.0 PSF TC DL 25.0 PSF -8C DL 20.0 PSF BC LL 0. 0 PSF TOT. LD . 65. 0 PSF REF DATE 03-26-2001 DRWG BY TOM RLEXRNDER O/A LEN . 420412 SPACING 24 . 0" TYPE comn /lIItI11lf11It Inh : ( 13 t 09) PGR LEARNING CTR / Al 51 ' 0"12 Stepdown Hip Girder THIS DWG. PREPARED BY THE RLPINE JOB DESIGNER PROGRRM FROM TRUSS MFR'S LRYOUT TOP CHORD 54TSC4.OD 2.5x4.00-54-55KSI :T1 43TSC4.00 2.5x4.00-43-5 SCREWS=I4AMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMOB2-.125 5KSI: SCREWS AND MIN. NO. OF RED 14AMDR2.375 SCREWS PER MEMBER OF BOT CHORD 43TSC4.00 2.5x4.00-43-55KSI TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW WEBS 33W1.5xl.5 1.5x1.5-33-45KSI SPACING AND END DISTANCE=3/4". SEE DWG. TS011 FOR DETAILS. :W3, W4, W41, W42 47W1.5x2.5 1.5x2.5-47-45KSI= :W7, W8, W35, W38 33W1.5x2.0 1.5x2.0-33-45KSI: SPLICE=54TSCS4.00/33W1.5x1.5 x 20" INSERT. CENTER INSERT AT SPLICE AND ATTACH WITH SCREWS AS INDICATED BY DETAIL LABEL. (B) 54TSBUC5.0 16go. BENT-U CONNECTOR REQUIRED. SEE DRAWING TS012 FOR SPLICE DETAILS. CIRCLE INDICATES MIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRRWING TSO16 FOR PERK CONNECTOR DETAIL. (C) 54TSHC5.OK 16gqn. HINGE CONNECTOR REQUIRED. CIRCLE INDICATES PIIN. SCREW OTY. THRU CONNECTOR OVERLAP. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, SEE DRAWING TS016 FOR PERK CONNECTOR DETAIL. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. RECOMMENDED CAMBER 5/8" RT MIDSPRN BETWEEN BEARINGS. (R) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 AND TS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTRLLRTION OF TRUSSES. SEE "WARNING" NOTE BELOW. #1 HIP SUPPORTS 10- 1-10 JACKS TO BC. DEFLECTION MEETS L/480.00 LIVE AND L/360.00 TOTRL LORD. © o 0 0 0 0 0 0 0 0 0 o;oso o j0ON . 11 W. � F/A i r I �r�� ./ '� ,�_ xv�•�„c�,w<�+�,rr�•m��ryv.�•wr�•wr�,wr.�rr�r:��+---, WE B04 l0'110 Rv-4768N U-1800 W-8" LEFT RAKE = 107 LEFT JIG = 11'3" DESC. = Al 51'0-12 Stepdown Hip Girder GALVANIZATION - G60 DESIGN CRIT= AISI AE 30, 9"8 OTY= 1 TOTAL= 1 * * W R R N I N G * -* TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HRNOLING, SHIPPING, INSTRLLIN AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. _ * * I M P 0 R T R N T * * FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACIN DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTH ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LRTERRL - FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCT , INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTRLLI ' FIND BRACING OF TRUSSES. RN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. — 10'1"10 Rv-4751# U-180# W-B" G `R LI,., ,/,REV . MAR 2 7 2001 R •. State Of Florida � 'TC LL DL LL .LO --010 ' 2 "5 RIGHT RAKE = 10"7 RIGHT JIG = 11'3" SEO = 82862 19.Ob2 SCALE=0.1250 20.0 PSF REF 25 . 0 PSF, DATE 03 -26 -2001 20.0 PSF DRWG BY 0.0 PSF TOM RLEXRNDER 65.0 PSF O/R LEN. 510012 PACING see obovelTYPE hips Job: C13109) PGA LEARNING CTR / A2 51'0"12 Stepdown Hip THIS DWG. PREPARED BY THE RLPINE JOB DESIGNER PROGRAM FROM TRUSS MFR-S LRYOUT TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI SCREWS=I4RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14HMUU1.25 BOT CHORD 33TSC2.75 1.5x2.75-33-55KSI SCREWS AND MIN. NO. OF RED 14RMDR1.5 SCREWS PER MEMBER OF WEBS 33W.75x.75 .75x.75-33-45KSI TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW :W3, W4, W7, W8, W16, W17, W20, W21 33W.75x2.25 .75x2.25-33-45KSI SPACING AND END DISTANCE=3/4". SEE DWG. TSO11 FOR DETAILS. :W5, W11, W12, W13, W19 33W.75x1.5 .75x1.5-33-45KSI: SPLICE=33TSCS2.75/33W.75xl.5 x 12- INSERT. CENTER INSERT AT ETRIL LABEL CB) 43TSBUC3.5 No. BENT-U CONNECTOR REQUIRED. CIRCLE INDICATES PiIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TS004 FOR PERK CONNECTOR DETAIL. CA) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 AND TS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. Rv-34064 U-11504 W-B- LEFT RAKE = 10"14 LEFT JIG = 13'5"5 DESC. = A2 51'0"12 Stepdown Hip GALVANIZATION - G60 DESIGN CRIT= AISI A 51.O-L2 SPLICE AND ATTACH WITH SCREWS RS INDICATED BY D SEE DRAWING TS002 FOR SPLICE DETAILS. 110 MPH WIND, 15.00 FT MERN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. RECOMMENDED CAMBER 1/2" AT MIDSPRN BETWEEN BEARINGS. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CRRE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. OTY= 1 TOTAL= 1 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HRNOLING, SHIPPING, INSTALLIN AND BRACING. 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. BRRCIM'G OEPICTEO ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRRCING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, = ' INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING '9 FIND BRRCING OF TRUSSES. RN ENGINEER'S SEAL ON THIS ORRWING APPLIES ONLY TO THE DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. Rv-3406k U-1150k W-B" �U�nnllwrrtu��z� i A C J ��i� V - fi �f G. LL T • B( DL Z 7 2001 B(_ LL •tw d' T I n �• State Of ..4( Gl,•• Florida --e10 ' 2 "S RIGHT RAKE = 10"14 RIGHT JIG = 13'5"5 SEO = 82834 19.Ob2 SCALE=0.1250 20.0 PSF REF 25.0 PSF DATE 03-26-2001 20.0 PSF DRWG BY 0.0 PSF TOM RLEXRNDER 65.0 PSF O/R LEN. 510012 CING 24.0" I TYPE hips Job:(13109) PGA LEARNING CTR / A3 51'0"12 Stepdown Hi THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI SCREWS=I4RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMD81.25 BOT CHORD 43TSC2.75 1.5x2.75-43-55KSI SCREWS AND MIN. NO. OF RED 14AMDR1.5 SCREWS PER MEMBER OF WEBS 33W.75x1.5 .75x1.5-33-45KSI TRUSS. RED SCREWS ARE APPLIED RT PITCH BREAKS. MIN. SCREW :W1, W2, W6, W8, W13, W20, W22, W26, W27 33W.75x.75 .75x.75-33-4 SPACING AND END DISTRNCE=3/4". SEE DWG. TS011 FOR DETAILS. SKSI: :W3, W4, W9, W10, W18, W19, W24, W25 33W.75x2.25 .75x2.25-33-45KS SPLICE=33TSCS2.75/33W.75x1.5 x 12" INSERT. CENTER INSERT AT SPLICE AND ATTACH WITH SCREWS RS INDICATED BY DETAIL LABEL. (B) 43TSBUC3.5 No. BENT-U CONNECTOR REQUIRED. SEE DRAWING TS002 FOR SPLICE DETAILS. CIRCLE INDICATES PIIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRRWING TS004 FOR PERK CONNECTOR DETAIL. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. (A) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. AND TSO19 FOR STEEL TRUSS BRACING CONNECTION DETAIL. RECOMMENDED CAMBER 3/8" RT MIDSPRN BETWEEN BEARINGS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. WARNING= FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING RND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. Rv-34O79 U-115ON W-B- Rv-34O29 U-115O9 W-S" LEFT RAKE = 10"14 LEFT JIG = 15'7"5 DESC. = A3 51'0"12 Stepdown Hip GALVANIZATION - G60 DESIGN CRIT= RISI AE OTY= 1 TOTAL= 1 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FRBRICATING, HANDLING, SHIPPING, INSTRLLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HRVE PROPERLY ATTACHED STRUCTURRL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ZZ` * * I M P 0 R T R N T * * FURNISH A COPY OF THIS DESIGN TO THE INSTRLLATION CONTRACTOR. BRACING. DEPICTED ON THIS DESIGN IS ONLY FOR LRTERRL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS = ALL DESIGN, ATTACHMENT RND INSTALLATION OF TEMPORARY FIND PERMANENT BRRCING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHRLL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRRWING APPLIES ONLY TO THE DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. 1 iAR 2 7 2001 cc c� State OF .� ss . Florida •�� /. !per • �w\G .O LD -410 ' 2 "5 RIGHT RAKE = 10"14 RIGHT.JIG = 15'7"5 SEC = 82851 19.Ob2 SCALE=0.1250 20.0 PSF REF 25.0 PSF DATE 03-26-2001 20.0 PSF DRWG BY 0-0 PSF TOM ALEXANDER 65.0 PSF O/R LEN. 471006 RCING 24.0" ITYPE Spec I........ Wk .Jnh: (13109) PGR LEARNING CTR / A4 51'0"12 Stepdown Hip THIS DWG. PREPRREO BY THE ALPINE JOB DESIGNER PROGRRM FROM TRUSS MFR'S LRYOUT TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI BOT CHORD 43TSC2.75 1.5x2.75-43-55KSI WEBS 33W.75xi.5 .75x1.5-33-45KSI :W1, W2, W6, W20, W24, W25 33W.75x.75 .75x.75-33-45KSI: :W3, W4, W9, W16, W17, W22, W23 33W.75x2.25 .75x2.25-33-45KSI: (B) 43TSBUC3.5 1899o. BENT-U CONNECTOR REQUIRED. CIRCLE INDICATES PIIN. SCREW ❑TY. THRU CONNECTOR OVERLAP.. SEE DRAWING TS004 FOR PERK CONNECTOR DETAIL. (A) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 AND TS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. Rv-3407# U-11409 W-B" LEFT RAKE = 10"14 LEFT JIG = 17'9"5 DESC. = A4 51'0"12 Stepdown Hip GALVANIZATION - G60 DESIGN CRIT= AISI AE SCREWS=I4RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14HMUB1.25 SCREWS AND MIN. NO. OF RED 14RMDR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTRNCE=3/4". SEE DWG. TSO11 FOR DETAILS. SPLICE=33TSCS2.75/33W.75xl.S x 12" INSERT. CENTER INSERT AT SPLICE AND ATTACH WITH SCREWS AS INDICATED BY DETAIL LABEL. SEE DRAWING TS002 FOR SPLICE DETAILS. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. RECOMMENDED CAMBER 3/8" RT MIOSPRN BETWEEN BEARINGS. 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. OTY= 1 TOTAL= 1 * * W R R N I N G * * TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTRLLINI AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. * *IMP 0 R T R N T * * FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACINf- DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS= ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES FIND HOLD TRUSSES PLUMS, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING - AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS ❑RRWING APPLIES ONLY TO THE DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. Rv-34020 U-11409 W-B" R �• 4 LL AR 2 1 2001 State Of .� Florida �DL =LL T- .LD -1$110 ' 2 "5 RIGHT RAKE = 10"14 RIGHT JIG = 17'9"5 SEO = 82786 19.Ob2 SCALE=0.1250 20.0 PSF REF 25.0 PSF DATE 03 -26 -2001 20.0 PSF DRWG BY 0.0 PSF TOM ALEXANDER 65.0 PSF O/R LEN. 471006 ACING 24.0" ITYPE spec E D Job:(13109) PGR LEARNING CTR / A5 51'0"12 Stepdown Hi THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI BOT CHORD 43TSC2.75 1.5x2.75-43-55KSI WEBS 33W.75x.75 .75x.75-33-45KSI :W3, W4, W10, W20, W21 33W.75x2.25 .75x2.25-33-45KSI: :W5, W8, W11, W12, W13, W14, W15, WIG, W19 33W.75x1.5 -45KSI: (B) 43TSBUC3.5 18gqn. BENT-U CONNECTOR REOUIRED. CIRCLE INDICATES MIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TS004 FOR PERK CONNECTOR DETAIL. (R) CONTINUOUS LATERAL BRRCING REQUIRED. SEE DWGS TS015 AND TS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL. DEFLECTION MEETS L/360.00 LIVE AND L/240.DO TOTAL LORD. Rv-34070 U-11409 W-B- LEFT RAKE = 10-14 LEFT JIG = 19'11"4 DESC. = R5 51'0"12 Stepdown Hip GALVANIZATION - G60 DESIGN CRIT= RISI AE SCREWS=I4AMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMDB1.25 SCREWS AND MIN. NO. OF RED 14AMDRI.5 SCREWS PER MEMBER'OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTANCE=3/4". SEE DWG. TSO11 FOR DETAILS. 75x1.5-33 SPLICE=33TSCS2.75/33W.75x1.5 x 12" INSERT. CENTER INSERT AT SPLICE AND ATTACH WITH SCREWS AS INDICATED BY DETAIL LABEL. SEE DRAWING TS002 FOR SPLICE DETAILS. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WRRNING" NOTE BELOW. OTY= 1 TOTAL= 1 **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTRLk` AND BRACING. UNLESS OTHERWISE INOICRTED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURRL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACT DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGT ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL �_ FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCE INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLI� AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OFTHE TRU DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. RV-34029 U-114013 W-9- III II II rUIi��r� REV. I f' LL 7� 5 TC DL 'Y- bC tA �qg� IAA 2 7 `0CI DL BC LL State Q1 -Q TOT. LD Florida --010'2-5 RIGHT RAKE = 10"14 RIGHT JIG = 19'11"4 SEO = 82760 19.Ob2 SCALE=0.1250 20.0 PSF REF 25. 0 PSF DATE 03 -26 -2001 20.0 PSF DRWG BY 0.0 PSF TOM RLEXRNDER 65.0 PSF O/R LEN. 471006 Y,, TE�F�'�N ,,' SPACING 24.0" ITYPE spec Job: (13109) PGA LEARNING CTR / A6 51'0"12 Stepdown Hip THIS DWG. PREPARED BY THE RLPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI BOT CHORD 43TSC2.75 1.5x2.75-43-55KSI WEBS 33W.75x.75 .75x.75-33-45KSI :W3, W4, W10, W12, W18, W19 33W.75x2.25 75x2.25-33-45KSI :W5, W8, W9, W13, W14, W17 33W.75x1.5 .75x1.5-33-45KSI: (B) 43TSBUC3.5 18gqn. BENT-U CONNECTOR REQUIRED. CIRCLE INDICATES PIIN. SCREW OTY. THRU CONNECTOR OVERLRP. SEE DRAWING TS004 FOR PERK CONNECTOR DETAIL. (A) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 AND TS019 FOR STEEL TRUSS BRRCING CONNECTION DETAIL. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. Rv-3407# U-1130# W-8- SCREWS=I4RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14AMUH1.25 SCREWS AND MIN. NO. OF RED 14RMOR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTANCE=3/4". SEE DWG. TSO11 FOR DETAILS. SPLICE=33TSCS2.75/33W.75x1.5 x 12" INSERT. CENTER INSERT AT SPLICE AND ATTACH WITH SCREWS AS INDICATED BY DETAIL LABEL. SEE DRAWING TS002 FOR SPLICE DETAILS. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. RECOMMENDED CAMBER 1/4" AT MIDSPRN BETWEEN BEARINGS. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRRCTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. Rv-340211 U-11309 W-B- -4110' 2 -5 LEFT RAKE = 10"14 RIGHT RAKE = 10"14 LEFT JIG = 22'1"4 RIGHT JIG = 22'1"4 GRLVFINIZATIONI.OG60 Step DESIGNiPCRIT= RISI OTY= 1 TOTAL= 1 ``� (-,�ARir��'�.%, REV. 19.Ob2 SCALOE=0.812502 j� AP I E T CT J I W R R N I N G TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTAL\Tl\ AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURRL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ** IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING - DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENETHS DEPICTED ALL DESIGN, ATTACHMENT AND INSTRLLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL = FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCSS '• INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTRLC-,I f� AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TR DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. '�j/ i a• R ��gg ;fin �fq �,yd,4 • i, RR2 001 - •� \ State 0 f sT•.Florida .,•\��'��.� T C L L 2 0.0 PSF C DL 25.0 PSF .N _ lam_pL 2O O PSF �C LL 0.0 PSF — ' OT.LO. 65.0 PSF R E F DATE 0 3 - 2 6 - 2 0 0 1 DRWG BY TOM ALEXANDER O/R LEN. 471000 SPACING 214. 0 ITYPE spec Job:(13109) PGA LEARNING CTR / A7 51'0"12 Stepdown Hi TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI BOT CHORD 43TSC2.75 1.5x2.75-43-55KSI WEBS 33W.75x1.5 .75x1.5-33-45KSI =W1, W2, W6, W7, W18, W19, W23, W24 33W.75x.75 .75x.75-33-45KSI :W3, W4, W10, W15, W21, W22 33W.75x2.25 .75x2.25-33-45KSI: (B) 43TSBUC3.5 18go. BENT-U CONNECTOR REQUIRED. CIRCLE INDICATES MIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TS004 FOR PERK CONNECTOR DETAIL. (A) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 AND TS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. Rv-34074 U-11304 W-8- THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT SCREWS=I4AMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMDB1.25 SCREWS AND MIN. NO. OF RED 14RMDR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTANCE=3/4". SEE DWG. TSO11 FOR DETAILS. SPLICE=33TSCS2.75/33W.75xl.5 x 12" INSERT. CENTER INSERT AT SPLICE AND ATTACH WITH SCREWS AS INDICATED BY DETAIL LABEL. SEE DRAWING TS002 FOR SPLICE DETAILS. 110 MPH WIND, 15.32 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 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. Rv-34024 U-11304 W-8- -4�10 ' 2 "5 LEFT RAKE = 10"14 RIGHT RAKE = 10"14 LEFT JIG = 24'3"4 RIGHT JIG = 24'3"4 GRSVANIZRTIONI .OG60 Step DESIGN PCRIT= AISI OTY= 1 TOTAL= 1 ��a��,�LAR�K""', , REV. 19.Ob2 SCALE=0.812505 AP I E T (�� J W A R N I N G TRUSSES REOUIRE EXTREME CARE IN FRBRICATING, HRNOLING, SHIPPING, INSTRLL�OG AND BRACING. UNLESS OTHERWISE INOICRTEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI❑ CEILING. **IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRRCTOR. BRACING• DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, i` fe 7 ' ��yy � Rd �� : \\ 17 66 1 C L L 20. O PSF T C DL 25. 0 PSF _ L 20. 0 PSF $C LL O. O PSF �OT.LD. 65. O PSF R E F DATE 0 3 - 2 6 - 2 0 0 1 D R W G BY TOM ALEXRNDER 0/A LEN. 471006 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALL{ DEPICTEDNG HEREFANDUSSES. AN SHRLL NOT BEGRELIEDSUPONL INNANYI OTHERWING WAY.RPPLIES ONLY TO THE DESIGN OF THE TR S'�s - State OfFIND Florida....* \��`'��`� T •.... SPACING 24.0" TYPE spec -" - r 1 Q 1 no) PGA I DARN T NG r TR / RR 47' 1 n- , Snpr. in I THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI BOT CHORD 33TSC2.75 1.5x2.75-33-55KSI WEBS 33W.75x1.5 .75x1.5-33-45KSI :Wd, W2, W6, W7, W17, W19 33W.75x.75 .75x.75-33-45KSI: :W3, W4, W10, W14, W20, W21 33W.75x2.25 .75x2.25-33-45KSI: (B) 43TSBUC3.5 18gqc. BENT-U CONNECTOR REQUIRED. CIRCLE INDICATES PIIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE,DRAWING TS004 FOR PERK CONNECTOR DETAIL. (A) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 AND TS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL. DEFLECTION.MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. Rv-343Ik U-11209 W-B- LEFT RAKE = 10"14 LEFT JIG = 26'5"4 DESC. = A8 47'10"6 Specicl GALVANIZATION - GGO DESIGN CRIT= AISI AE SCREWS=I4AMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14HMUfI .25 SCREWS AND MIN. NO. OF RED 14RMDR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTRNCE=3/4". SEE DWG. TS011 FOR DETAILS. SPLICE=33TSCS2.75/33W.75z1.5 x 12" INSERT. CENTER INSERT AT SPLICE AND ATTACH WITH SCREWS AS INDICATED BY DETAIL LABEL. SEE DRAWING TS002 FOR SPLICE DETAILS. 110 MPH WIND, 15.74 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. RECOMMENDED CAMBER 3/8" RT MIDSPRN BETWEEN BEARINGS 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. OTY= 1 TOTRL= 1 * * W R R N I N G * * TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALL AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PRNELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. _ * * I M P 0 R T R N T * * FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACT DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGT_t ALL DESIGN, RTTACHMENT AND ONLY OF TEMPORRRY AND PERMANENT BRRCING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PROOUCTj INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALL AND BRACING OF TRUSSES. RN ENGINEER'S SEAL ON THIS DRAWING RPPLIES ONLY TO THE DESIGN OF THE TRI DEPICTED HERE AND SHALL NOT BE RELIED UPON IN RNY OTHER WRY. Rv-2879a U-9204 W-B" 110 11H1111111 I -ARK ��ii REV. C L L C DL KAR 27 2001 LL • 'EOT.LD State Of 4e, i • FI r'd ' `O --010' 2-5 RIGHT JIG = 23'6"8 SEO = 82730 19.Ob2 SCALE=0.1250 20.0 PSF REF 25.0 PSF DATE 03-26-2001 20.0 PSF DRWG BY 0 - 0 PSF TOM ALEXANDER 65.0 PSF 0/R LEN. 471006 Sj� -•° I a .�� • SPACING 24.0" (TYPE spec i h_ f 1 g 1 nq) Pf;R I FRRN T NG CTR / R9 47 ' 10" 6 Soec i a l THIS DWG. PREPARED BY THE RLPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI BOT CHORD 33TSC2.75 1.5x2.75-33-55KSI WEBS 33W.75x2.25 .75x2.25-33-45KSI :W1, W2, W6, W7, W15, W16 33W.75x.75 .75x.75-33-45KSI: :W5, W8, W9, W13, W14, W17 33W.75x1.5 .75x1.5-33-45KSI: (B) 43TSBUC3.5 18990. BENT-U CONNECTOR REQUIRED. CIRCLE INDICATES PIIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TS004 FOR PERK CONNECTOR DETAIL. (A) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 AND TS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. Rv-3431# U-11500 W-8- LEFT RAKE = 10-14 LEFT JIG = 27'10" OESC. = R9 47'10-6 Special GALVANIZATION - G60 DESIGN CRIT= AISI AE SCREWS=I4RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14HMUB1.25 SCREWS AND MIN. ND. OF RED 14RMDR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTRNCE=3/4". SEE DWG. TSO11 FOR DETRILS. SPLICE=33TSCS2.75/33W.75x1.5 x 12" INSERT. CENTER INSERT AT SPLICE AND ATTACH WITH SCREWS AS INDICATED BY DETAIL LABEL. SEE DRAWING TS002 FOR SPLICE DETRILS. 110 MPH WIND, 16.01 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. 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. OTY= 2 TOTAL= 2 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HRNOLING, SHIPPING, INSTI AND BRRCING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. SERF I M P O R T R N T ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRRCTOR. BR DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LEN ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERRL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. RLPINE ENGINEERED PROOUI INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTRI FIND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE DEPICTED HERE AND SHALL NOT BE RELIED UPON IN RNY OTHER WAY. Rv-2B79# U-90011 W-8- ARIKI�I.��ii, h: REV. TC LL DL -y BC DL MAR 77 2001 • = LL r-OT.LD State Of c' �10'2-5 RIGHT JIG = 24'11-3 SEO = 82714 19.Ob2 SCALE=0.1250 20.0 PSF REF 25 . 0 PSF DATE 03 -26 -2001 20.0 PSF DRWG BY 0-0 PSF TOM RLEXRNDER 65.0 PSF O/R LEN. 471006 is�•.Flonda..f-,t, SPACING 24.0" (TYPE spec ED Job:(13109) PGA LEARNING CTR / RIO 44'8" Special TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI BOT CHORD 33TSC2.75 1.5x2.75-33-55KSI WEBS 33W.75x2.25 .75x2.25-33-45KSI :W3, W6, W7, W11, W12, W15 33W.75x1.5 .75x1.5-33-45KSI :W4, W5, W13, W14 33W.75x.75 .75x.75-33-45KSI: (B) 43TSBUC3.5 18gqo. BENT-U CONNECTOR REOUIRED. CIRCLE INDICATES PIIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TS004 FOR PERK CONNECTOR DETAIL. (R) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 AND TS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. THIS DWG. PREPARED BY THE RLPINE JOB OESIGNER PROGRRM FROM TRUSS MFR'S LRYOUT SCREWS=I4RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMDB1.25 SCREWS AND MIN. NO. OF RED 14AMOR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTANCE=3/4". SEE DWG. TSO11 FOR DETAILS. SPLICE=33TSCS2.75/33W.75xl.5 x 12" INSERT. CENTER INSERT AT SPLICE AND ATTACH WITH SCREWS AS INDICATED BY DETAIL LABEL. SEE DRAWING TS002 FOR SPLICE DETAILS. 110 MPH WIND, 16.85 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10..50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. RECOMMENDED CAMBER 3/8" AT MIDSPRN BETWEEN BEARINGS. Rv-2911# U-92Ok V-B" Rv-29O30 U-92OR W-B- LEFT JIG = 24'11"3 DESC. = RIO 44'8" Special GALVANIZATION - G60 DESIGN CRIT= RISI AE OTY= 2 TOTAL= 2 * * W A R N I N G * * TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTRLLI AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY RTTRCHED STRUCTURRL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. -*I N P 0 R T R N T * * FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRRCiN DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGT9 ALL DESIGN, ATTRCHMENT AND INSTALLATION OF TEMPORARY RND PERMANENT BRRCING� TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCT INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIRTIDN FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALL N AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS ❑RRWING APPLIES ONLY TO THE DESIGN OF THE TAU, DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. 11111111// ARK LL DL bt,AR 2 i 21001 : Bg LL 1�E)T . LO State Of •�, c•' FI rida • � 10 RIGHT JIG = 24'11"3 SEO = 82717 19.Ob2 SCALE=0.1667 20.0 PSF REF 25 .0 PSF DATE 03 -26 -2001 20.0 PSF DRWG BY 0.0 PSF TOM ALEXANDER 65.0 PSF O/A LEN. 471006 ,,�S;•_•. _;G�..�`� SPACING 24.0" ITYPE spec Job: (13109) PGA LEARNING CTR / A11 38'8" Special THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI BOT CHORD 33TSC2.75 1.5x2.75-33-55KSI WEBS 33W.75x2.25 .75x2.25-33-45KSI :W2, W4, W5, W9, W10, W13 33W.75x1.5 .75x1.5-33-45KSI :W12 33W.75x.75 .75x.75-33-45KSI: (B) 33TSBUC3.5 20gqa. BENT-U CONNECTOR REQUIRED. CIRCLE INDICATES PIIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TS004 FOR PEAK CONNECTOR DETAIL. (A) CONTINUOUS LATERAL BRACING REQUIRED. SEE OWGS TS015 AND TS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL. LEFT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. SCREWS=I4RMD. CIRCLES SHOW THE MIN. NU. Ul- BLUE 14HMUdt .L5 SCREWS AND MIN. NO. OF RED 14RMDR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTANCE=3/4". SEE DWG. TSO11 FOR DETAILS. SPLICE=33TSCS2.75/33W.75x1.5 x 12" INSERT. CENTER INSERT AT SPLICE AND ATTACH WITH SCREWS AS INDICATED BY DETAIL LABEL. SEE DRAWING TS002 FOR SPLICE DETAILS. 110 MPH WIND, 16.87 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. —(�10' 2" Rv-25159 U-7400 V-8- Rv-2515# U-B2U4 W-B' LEFT JIG = 19'8"14 \\\uullfluul��„ RIGHT JIG = 24*11-3 DESC . = All 38' 8" Special ��\�\`� BARK i�,�q7 SEC = 82726 GALVANIZATION - G60 DESIGN CRIT= RISI OTY= 3 TOTAL= 3 \��` G.•••••WF ��i REV. 19.Ob2 SCALE=0.1875 **WARNING** TRUSSES REQUIRE EXTREME CORE IN FABRICATING, HANDLING, SHIPPING, INSTALLilV • r f/ C L L 20. O P S F R E F r AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL ` p ❑ L 25.0 PSF DATE 0 3- 2 6- 2 0 0 1 AP I C PANELS RND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. p�n (�j **IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRflC_iNC y Pqq. fj / '�d�d{ H£� DL 20' O PSF DRWG BY T �(�� DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS t!\ . BE LL 0. 0 PSF TOM ALEXANDER J ALL DESIGN, ATTACHMENT RNO INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL :AQ FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE. RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCT . •-OT.LD. 65.0 PSF O/R LEN. 471006 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALL. G •• Slate �f AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TAU. C. Florida . '\e\\\� DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. ��/77jST� ••• •'ENG��``� SPACING 24.D" TYPE Spec k-- f 141 f191 Pf;R I FRRNTNG CTR / MVRR S' 4"1 5 Vn I I e THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 28TSC2.75 1.5x2.75-28-55KSI BOT CHORD 28TSC2.75 1.5x2.75-28-55KSI WEBS 33W.75x.75 .75x.75-33-45KSI =W4 33W.75x1.5 -45KSI: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. SEE DWG TS026 FOR VALLEY DETAILS. 4"15 R-129pi V-5'4-I5 SCREWS=I4RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMDB1.25 SCREWS AND MIN. NO. OF RED 14RMDR1.5 SCREWS PER MEMBER OF 75x1.5-33 TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTANCE=3/4". SEE DWG. TS011 FOR DETAILS. 110 MPH WIND, 20.41 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. �19'0"15 LEFT RAKE = 7"2 LEFT JIG = 5'2"9 ��Illlllllrrrr�ii�� RIGHT JIG = 5'3"5 DESC. = MVGA 5' 4 "15 Va I I e �� ` CLARK ��,,, SEO = B9810 GALVANIZATION - G60 DEIGN CRIT= AISI OTY= 1 TOTAL= 1 V. 19.Ob2 SCALE=0.5000 r AP I C T (�T J I W A R N I N G-** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLI p AND BRACING. 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. BRACITSG DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTH. ALL DESIGN, ATTACHMENT RND INSTALLATION OF TEMPORARY RND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMS, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, 1 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. ' t f SI'e 7 �001 i #AI f : p•• Fi. State Of Florida •�:� • �a ij S \ �� //'�FRED •EN`�� L L 20.0 PSF L 25.0 PSF " B� DL 20.0 PSF _ BG LL 0.0 PSF _ T�EJT . LD . 65.0 PSF R E F DATE 0 3 - 2 6 - 2 0 0 1 DRWG BY TOM ALEXANDER 0/A LEN . 50415 „ SPACING 24.0" ITYPE VQ I '�ilHllllllilll� nh:(1310g) PGR LEARNING CTR / MV2 2' Valle THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LRYOUT TOP CHORD 28TSC2.75 1.5x2.75-28-55KSI SCREWS=I4AMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMDB1.25 BOT CHORD 28TSC2.75 1.-5x2.75-28-55KSI SCREWS AND MIN. NO. OF RED 14RMDR1.5 SCREWS PER MEMBER OF WEBS 33W.75x.75 .75x.75-33-45KSI :W3 33W.75x1.5 .75x1.5-33 TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW -45KSI: SPACING AND END DISTANCE=3/4". SEE DWG. TS011 FOR DETAILS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD SEE DWG TS026 FOR VALLEY DETAILS. 6-1 'I'S-IS I2 sp I T 1 I W3 0 0 1 1 1 I I 2' 2' R-97pIF W-2' 110 MPH WIND, 19.27 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. LEFT RAKE = 7"2 _ LEFT JIG MV2 22'7Val ley \\`��``�G1.ARfj(f'f"////// RIGHT = 898134..14 GALVANIZATION - G60 DESIGN CRIT= AISI OTY= 5 TOTAL= 5 �o`� ?••' •.c� '% R V. 19.Ob2 SCALE=0.5000 r A P I E T �(�T J I ` -**WARN ING * * TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLIty� AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL ,- PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Y **IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLRTION CONTRACTOR. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PROOUCTS,'�. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTRLLINGI AND BRRCING OF TRUSSES. RN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. t I $ � �� 2 7 20 1 • �. State Of �• Florida • •�`' /''/i/,7TFR E �' •ENG\\\\`\ e LL 20.0 PSF -.L 25.0 PSF B� DL 20.0 PSF BE LL 0.0 PSF �T . LD . 65. 0 PSF REF DATE 0 3 - 2 6 - 2 0 0 1 DRWG BY TOM ALEXANDER 0/R LEN . 2 SPACING 24 . D " ITYPE vol "�/1ft11111111 Job:(13109) PGA LEARNING CTR / MV4 4' Voll THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 28TSC2.75 1.5x2.75-2B-55KSI SCREWS=I4RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMDB1.25 BOT CHORD 28TSC2.75 1.5x2.75-28-55KSI SCREWS AND MIN. NO. OF RED 14RMDR1.5 SCREWS PER MEMBER OF WEBS 33W.75x.75 .75x.75-33-45KSI :W4 33W.75x1.5 .75x1.5-33 TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW -45KSI: SPACING AND END DISTRNCE=3/4". SEE DWG. TSO11 FOR DETAILS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 110 MPH WIND, 18.85 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. SEE DWG TS026 FOR VALLEY DETAILS. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. S-1 3'5-15 LEFT RAKE = 7"2 LEFT JIG = 3'2"4 DESC. = MV4 4' Volley GALVANIZATION - G60 R-113pIF W-4' DESIGN CRIT= AISI OTY= 5 TOTAL= 5 W R R N I N G TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLICFT AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY RTTRCHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. 'I M P 0 R T A N T FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRT ION CONTRACTOR. BRRCENG DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTIiS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL - f FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALL IN !� AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE ❑ESICN OF THE TRUSS', DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. �! .�� GLAR K ��iii, REVcapt. LL VII DL B€ LL State Of Tf]T . LD Florida •'� SPACING 24.0" ITYPE va I RIGHT JIG = 3'4"14 19.Ob2 SCALDE =0.00005 20.0 PSF REF 25 . 0 PSF DATE 03 -26 -2001 20.0 PSF DRWG BY 0.0 PSF TOM ALEXANDER 65.0 PSF 0/A LEN. 4 Job:(13109) PGA LEARNING CTR / MV6 6' Vnll THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LRYOUT TOP CHORD 28TSC2.75 1.5x2.75-28-55KSI SCREWS=I4AMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMDB1.25 BOT CHORD 28TSC2.75 1.5x2.75-28-55KSI SCREWS AND MIN. NO. OF RED 14AMDR1.5 SCREWS PER MEMBER OF WEBS 33W.75x.75 .75x.75-33-45KSI :W4 33W.75x1.5 .75x1.5-33 TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW -45KSI: SPACING AND END DISTANCE=3/4". SEE DWG. TSO11 FOR DETAILS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD SEE DWG TS026 FOR VALLEY DETAILS. LEFT RAKE = 7"2 LEFT JIG = 5'4"3 DESC. = MV6 6' Valley GALVANIZATION - G60 DESIGN CRIT= RISI AE i R-IISpIP W-6' 110 MPH WIND, 18.44 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. �17'0"15 OTY= 3 TOTRL= 3 * * W R R N I N G * * TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTK AND BRACING. 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. BRgC DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING.LENf] ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL ; FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCT INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALL AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS ORRWING APPLIES ONLY TO THE DESIGN OF THE TI DEPICTED HERE FIND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. \C�\VtllfUl1111/11/11�/ / G�ARK, • 9 �. E V . TC LL ry; / �y t DL • i�Eti 2 7 200� C DL cc C LL State Of •� TOT . LD ss is , Florida NG��\�,�` r' RIGHT JIG = 5'4"14 SEO = 82579 19.Ob2 SCALE =0.5000 20.0 PSF REF 25.0 PSF DATE 03 -26 -2001 20.0 PSF DRWG BY 0.0 PSF TOM ALEXANDER 65 . 0 PSF O/R LEN . 6 %i, FRED 1-."' �`� SPACING 24.0" I TYPE Vol imh : r I R i f191 Pf;R I FRRN T NI; (TR / MVR B' Vo I I e THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 28TSC2.75 1.5x2.75-28-55KSI BOT CHORD 28TSC2.75 1.5x2.75-28-55KSI WEBS 33W.75x.75 .75x.75-33-45KSI :W4 33W.75x1.5 -45KSI: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD SEE DWG TS026 FOR VALLEY DETAILS. LEFT RAKE = 7"2 LEFT JIG = 7'6"3 DESC. = MV8 8' Volley GALVANIZATION - G60 DESIGN CRIT= RISI AL' SCREWS=I4RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMDB1.25 SCREWS AND MIN. NO. OF RED 14RMDR1.5 SCREWS PER MEMBER OF 75x1.5-33 TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTRNCE=3/4". SEE DWG. TSO11 FOR DETAILS. 110 MPH WIND, 18.72 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. R-122PIF W-B' OTY= 1 TOTAL= 1 * * W R R N I N G * * TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTI AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. \��lquluiirrrgr; A.RK, �'V��i��i REV. TC LL -.':TC DL * *IMP 0 R T R N T * * FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRR_CI �Iapy 7 — p u OL. DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENG_TL� SL '^ i� �C LL ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL -d e FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PROOUI INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTAL AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS ORAWING APPLIES ONLY TO THE ❑ESIGN OF THE DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. Q -TOT. LD State Of ,:�; Fiorida .•��' �' RIGHT JIG = 7'4"14 SEO = 82575 19.Ob2 SCALE=0.5000 20.0 PSF REF 25 . 0 PSF DATE 03 -26 -2001 20.0 PSF DRWG BY 0-0 PSF TOM ALEXANDER 65.0 PSF O/A LEN. 8 �ST• •N�\,.�`� SPACING 24.0" TYPE Vol C13109) PGA LEARNING CTR / MV10 10' Valle THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI SCREWS=I4RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14HMOB1.25 BOT CHORD 33TSC2.75 1.5x2.75-33-55KSI SCREWS AND MIN. NO. OF RED 14AMDR1.5 SCREWS PER MEMBER OF WEBS 33W.75x.75 .75x.75-33-45KSI :W4 33W.75x1.5 .75x1.5-33 TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW -45KSI: SPACING AND END DISTANCE=3/4". SEE DWG. TSO11 FOR DETAILS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD SEE DWG TS026 FOR VALLEY DETAILS. I0• LEFT RAKE = 7-2 LEFT JIG = 9'8"3 DESC. = MV10 10' Valley GALVANIZATION - G60 DESIGN CRIT= AISI 110 MPH WIND, 18.30 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND.BC DL = 5.0 PSF. R-I23plf W-I0' OTY= 1 TOTAL= 1 * * W R R N I N G * * TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTRLLI`T AND BRACING. 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. BRACFRG DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTRS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTRLLI G AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRU E DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. REV. C LL OIL Be"OL BE LL • State Of :,,T . LD 0'. Florida •��` RIGHT JIG = 9'4"14 SEO = 82573 19.Ob2 SCALE=0.5000 20.0 PSF REF 25.0 PSF DATE 03-26-2001 20.0 PSF DRWG BY 0.0 PSF TOM ALEXANDER 65.0 PSF O/A LEN. 10 SPACING 24.0" ]TYPE vo Jnh:C13109) PGA LEARNING CTR / MV12 12' Valle THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI SCREWS=14RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMDB1.25 BOT CHORD 33TSC2.75 1.5x2.75-33-55KSI SCREWS AND MIN. NO. OF RED 14RMDR1.5 SCREWS PER MEMBER OF WEBS 33W.75x.75 .75x.75-33-45KSI :W5 33W.75x1.5 .75x1.5-33 TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW -45KSI: SPACING AND END DISTRNCE=3/4". SEE DWG. TS011 FOR DETAILS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 110 MPH WIND, 17.8E FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. SEE DWG TS026 FOR VALLEY DETAILS. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. LEFT RAKE = 7"2 LEFT JIG = 11'10"3 DESC. = MV12 12' Volley GALVANIZATION - G60 DESIGN CRIT= RISI AE R-124pIF W-12' mi OTY= 1 TOTAL= 1 **WARNING* * TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. UNLESS OTHERWISE INOICATED, 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. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. !` ftR 2 7 �iI'f (}{ ALL DESIGN, ATTACHMENT AND ONLY OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL d\ (. ( 001 FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PROOUCTSc INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS ORRWING APPLIES ONLY TO THE DESIGN OF THE TRUSS \ State Of •.� DEPICTED HERE FIND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. Cjs'Florida .•'��; %�,. •R E D E ..,�� 15'3"5 RIGHT JIG = 11'4"14 SEO = 82571 REV_. 19.Ob2 SCALE =0.5000 IL 20.0 PSF REF 25.0 PSF DATE 03-26-2001 BEL DLL 20.0 PSF DRWG BY BCr LL 0.0 PSF TOM ALEXANDER TC�T.LD. 65.0 PSF 0/A LEN. 12 PACING 24.0" ITYPE Vol Job: (13109) PGA LEARNING CTR / MV14 14' Val Iew THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 33TSC2.75 1.5x2.75-33-55KSI SCREWS=I4RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14HMUU1.25 BOT CHORD 28TSC2.75 1.5x2.75-28-55KSI SCREWS AND MIN. NO. OF RED 14AMDR1.5 SCREWS PER MEMBER OF WEBS 33W.75x.75 .75x.75-33-45KSI :W5 33W.75x1.5 .75xl.5-33 TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW -45KSI: SPACING AND END DISTANCE=3/4". SEE DWG. TSO11 FOR DETAILS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. SEE OWG TS026 FOR VALLEY DETAILS. LEFT RAKE = 7"2 LEFT JIG = 14'0"3 DESC. = MV14 14' Valley GALVANIZATION - G60 DESIGN CRIT= AISI AE 110 MPH WIND, 17.47 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. OTY= 1 TOTAL= 1 * * W R R N I N G * * TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLIW AND BRACING. 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. BRACIFT, DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS` ALL DESIGN, ATTACHMENT RNO INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING' AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. b IN R-125pIP W-14' ' 74Z T�—LL C31 pf� AR 2 7 2OOi Btu DL ;y B� LL State Of ..TOT . LD Florida • �a`` RIGHT JIG = 13'4"14 SEC = 82568 19.Ob2 SCALE =0.5000 20.0 PSF REF 25.0 PSF DATE 03-26-2001 20.0 PSF DRWG BY 0 - 0 PSF TOM RLEXANDER G5.0 PSF O/R LEN. 14 SPRCIN_G 24.0" I TYPE Vol N1111111111W\ Job:(13109) PGR LEARNING CTR / MV16 16' Vall TOP CHORD 28TSC2.75 1.5x2.75-28-55KSI BOT CHORD 2BTSC2.75 1.5x2.75-28-55KSI WEBS 33W.75x.75 .75x.75-33-45KSI :W5, WG 33W.75xl.5 .75xl.5-33-45KSI: DEFLECTION MEETS L/360.00 LIVE AND L/240.DO TOTAL LORD SEE DWG TS026 FOR VALLEY DETAILS. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT SCREWS=I4RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMDB1.25 SCREWS AND MIN. NO. OF RED 14RMDR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTRNCE=3/4". SEE DWG. TSO11 FOR DETAILS. 110 MPH WIND, 15.80 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. 0-12' 4-5 R-126pIF W-16' LEFT RAKE = 7"2 LEFT JIG = 16'2"3 RIGHT JIG = 15'4"14 DESC. = MV16 16' Volley GALVANIZATION - G60 DESIGN CRIT= RISI OTY= 1 TOTAL= 1 «luunlnur ��" l�i��i REV. 19.Ob2 SEO SCALE = 98676 =0.3750 �� **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTRLLItjZ, O �• •• Fn��'�i Q ""TC TC LL 20.0 PSF REF AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL r I t S�`TC DL 25 0 PSF DATE 03-26-2001 r AP I E PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. ti FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING: •• I D L 20.0 PSF D R W G BY **IMPORTANT** OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS 0.0 T I T S S DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT , RLL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL AR 2 7 2001 D L L PSF TOM AL E X AN DE R I L FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PROOUC? , : 0 T . L D . 65. O PSF 0 / R L E N . 16 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALL N(p " (,-- ', State Of '�/ AND BRACING OF TRUSSES. RN ENGINEER'S SERL ON THIS ORAWING APPLIES ONLY TO THE DESIGN OF THE T _ FIND UPON IN ANY OTHER WRY. /ice '/�•. DEPICTED HERE SHALL NOT BE RELIED Florida ,• r1�4\\�� SPACING 24 .0" TYPE vo Job: (13lO9) PGR LEARNING CTR / HJ11 14'3"9 Hip Jock Girder THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LRYOUT TOP CHORD 33TSC2.75 1.5x2.75-33-55KSI BOT CHORD 28TSC2.75 1.5x2.75-28-55KSI WEBS 33W.75x.75 .75x.75-33-45KSI :W2, W7, W8, W9, W11 33W.75x1.5 .75x1.5-33-45KSI: :W6, W14 33W.75x2.25 .75x2.25-33-45KSI: PROVIDE CONNECTION FOR GRAVITY AND UPLIFT REACTIONS SHOWN. SUB-FRSCIR BERM ASSUMPTIONS: 9-10- 3 SUB-FRSCIR BERM ON THE 3- 1-13 CANTILEVER SIDE 9-10- 3 SUB -FASCIA BERM ON THE 3- 1-13 CANTILEVER SIDE HIPJRCK SUPPORTS 10- 1- 5 SETBACK JACKS. JACKS UP TO 7' HAVE NO WEBS. LONGER JACKS SUPPORTED TO BC. 3- 1-13 CANT ONE FACE, 3- 1-13 CANT OPPOSITE FRCE. 15'5-3 �1'2"15 l4'3"9 Rv-2351d U-19609 W-11-5 SCREWS=I4RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14HMUb1.L5 SCREWS RND MIN. NO. OF RED 14RMDR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTANCE=3/4". SEE DWG. TSO11 FOR DETAILS. 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. THE FOLLOWING TRUSSES NEED CONCENTRATED LORDS AT THE END OF THEIR OVERHANGS: 9- 0- 0 SPRN/SETBACK MEMBER ON THE 3- 1-13 CANT SIDE REQUIRES 323 LBS AND THE 9- 0- 0 SPAN/SETBRCK MEMBER ON THE 3- 1-13 CANT SIDE REOUIRES 323 LBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. R-5909 U-3200 �10'2"5 LEFT RAKE = 1'2"12 RIGHT RAKE = 0"7 LEFT JIG = 15'0"15 ��4l;uu!nul�� RIGHT JIG = 15'5"11 DESC . = HJ 1 1 14 ' 3 "9 Hip Jock Girder ��: '� GLAD T��'��ii SEO = 82175 GALVANIZATION - G60 DESIGN CRIT= RISI OTY= 4 TOTAL= 4 �� K �i� REV. 19.Ob2 SCALE=0.3750 •r • AP I E T SST L �% I **WARNING*-* TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HRNOLING, SHIPPING, INSTALLI AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURRL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRflCI DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGT S. RLL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY RND PERMANENT BRACING, TO RESIST LATERAL n FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PROOU Si INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTA LI FIND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TAU55':. DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. a e �F - ! •: • fAR 7 4 �I • •• C•• State 01 �5j Florida �� '/T•;G\�� TC LL 20.0 PSF i � DL 25.0 P S F y�� R2 DL 20 O PSF B€ LL 0.0 PSF — T_TT . LD . 65 . 0 PSF REF DATE 0 3 - 2 6 - 2 0 0 1 DRWG BY TOM ALEXANDER O/R LEN . 1 40309 - SPACING See above TYPE spec III111111 Job:(13109) PGA LEARNING CTR / EJ11 10'2"6 End Jock THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 28TSC2.75 1.5x2.75-28-55KSI BOT CHORD 28TSC2.75 1.5x2.75-28-55KSI WEBS 33W.75x.75 .75x.75-33-45KSI :W3, WG 33W.75x2.25 .75x2.25-33-45KSI: :W4 33W.75x1.5 .75x1.5-33-45KSI: PROVIDE CONNECTION FOR GRAVITY AND UPLIFT REACTIONS SHOWN. SCREWS=I4RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMDB1.25 SCREWS AND MIN. NO. OF RED 14RMDR1.5 SCREWS PER MEMBER OF TRUSS., RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTANCE=3/4": SEE DWG. TS011 FOR DETAILS. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. Rv-11839 U-400# W-B" R-234# U-180# LEFT RAKE = 11" LEFT JIG = 11'3"3 DESC. = EJ11 10'2"G End Jack GALVRNIZRTION - G60 DESIGN CRIT= RISI OTY= 28 TOTAL= 2 **WARNING* * TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTAL AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIG10 CEILING. _ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRFIC DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LEN03 ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCT', INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLI FIND BRACING OF TRUSSES. RN ENGINEER'S SERL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TF DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. CLARK � 6F9ti � 6 E.4fvI State Of i' Florida • ��.� ''�,�FREn •ENC'\\�`�� 10'2"5 RIGHT RAKE = 0"8 RIGHT JIG = 11'0"8 SEO = 924 REV. 19.Ob2 SCALE=0.5000 ETC LL 20.0 PSF REF 9C DL 25.0 PSF DATE 03-26-2001 Ell DL 20 . 0 PSF DRWG BY PC LL 0.0 PSF TOM ALEXRNDER TOT . LD . 65.0 PSF O/R LEN . 100206 SPACING 24.0" (TYPE spec Job:(13109) PGA LEARNING CTR / EJ10 10' C TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI BOT CHORD 33TSC2.75 1.5x2.75-33-55KSI WEBS 33W.75x2.25 .75x2.25-33-45KSI :W2, W3 33W.75x1.5 .75x1.5-33-45KSI: (A) CONTINUOUS LATERAL BRACING REOUIRED. SEE OWGS TS015 AND TS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL LEFT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE 10, R-130pIF W-10' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT SCREWS=I4AMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMDB1.25 SCREWS AND MIN. NO. OF RED 14AMOR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTRNCE=3/4". SEE DWG. TSO11 FOR DETAILS. 110 MPH WIND, 18.59 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. a LEFT JIG = 13'0"14 RIGHT JIG = 10'9"10 GGALVANIZATION 10'Common DESIGN CRIT= AISI OTY= G TOTAL-- 6 ��``��,\�CLARIK/!!!��''��i1i, REV. 19.Ob2 SCALE=0.25000 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTA6A I ' •• v /��f T C L L 20.0 P S F R E F r AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURRL� T C DL 25.0 PSF O R T E 0 3- 2 6- 2 0 0 1 A P I E PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Z b **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACI ., � ,AX`11; � l;}C DL 2O O PSF DRWG BY T (�� DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REOULE BUCKLING LENGT : R 7 200 BC LL 0.0 PSF TOM RLEXRNDER J L_ ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY FIND PERMANENT BRACING, TO RESIST LATERAL= FORCES FIND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PROOU T8p• • TOT . LD . 65.0 PSF O/A LEN . 150800 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTR tI State Of ,•� AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE �TR Florida DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. i��i// S�.'•••• .•G\��` SPACING 24.0" TYPE comn nl-h : f i ? I f1Rl PrR I FRRN T Nr f'TR / F.15 -R 5 ' R " Common THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 33TSC2.75 1.5x2.75-33-55KSI BOT CHORD 28TSC2.75 1.5x2.75-28-55KSI WEBS 33W.75xl.5 .75x1.5-33-45KSI :W3 33W.75x2.25 .75x2.25-33-45KSI: (A) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 AND TS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL LEFT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 5' Rv-3109 U-180# W-S" R-340R U-350# W-B- SCREWS=I4AMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMOB1.25 SCREWS AND MIN. NO. OF RED 14AMDR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTRNCE=3/4". SEE DWG. TSO11 FOR DETAILS. 110 MPH WIND, 19.63 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. LEFT JIG = 9'9"9 RIGHT JIG = B'0'•9 GLVT I 8 56Common "r. LQAANIZAON-G0 ESIGN CRIT= AISI OTY= 9 TOTAL= 9 LARRE19.Ob2 SCALE =0.2500 r A P I E T (� T J I **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. 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. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS._ ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, = `�� •......... ' r • e Ag�1, sssaggq� � ry,q jG �.eyp ��pj,f !'rR 001 L 20.0 PSF pt 25.0 PSF _ 2O O PSF _ 0.0 PSF 8 C L •io.LD. 65.0 PSF REF DATE 0 3 - 2 6 - 2 0 0 1 DRWG BY TOM A L E X AN DE R O/R LEN. 50800 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING�� FIND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. f .• State Of rN/1 , i�j//�S.• Florida ..•� \ RCING 24.0•• TYPE comn PGA LEARNING CTR / HJ3-1 4' 2"11 Common Girder THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT WEBS 33W.75x.75 .75w.75.33.45K51 HIPJRCK SUPPORTS 3- 0-I1 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 0 26# 5' �— 3 ' 11 "2 ro 0 3'11"2- - 3'11"2 Rv=376# U=180# W=3" Rv=242# U=180# W=4" �12 SLREYS RND KIN. -NO --OF RED 14RKORl .S SLREYS TRUSS. RED SCREWS ARE APPLIED AT PITLH BRE SPRCI NG AND END DISTANCE-3/4'. SEE DWG. TS 110 MPH WIND, 1500 FT MEAN HGT, SBC ENCLOSEWIND TCOOBLOG5..0 PSF, IND BCRDL5.0 IN FPSF. LEFT RAKE = 1'17 LEFT JIG = 4'2"15 RIGHT JIG = 5'0"1 DESC. = HJ3-1 4'2"11 Common Girder SEO = 1524 GALVANIZATION - G60 DESIGN CRIT= RISI OTY= 1 TOTAL= 1 19.Ob2 SCALE=0.5000 C A P I E T ST J L * * W R R N I N G ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING RND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. r **IMPORTANT* * FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING_ DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS:_ FILL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES FIND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, `�� Q .1* IfIr. ' r No. - 45 5 �, n • ARO /(�O� ��fAR 20 I20.O PSF k-1 U 25.0 PSF - 'B C� L� 0 O PSF BCL O.O PSF - TOI`.LD. 65.0 PSF REF DATE 03 -19 -2001 DR W G B Y TOM RLEXRNDER O/R LEN. 40211 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING -, �,• State Of AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS .� DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. �i//S , Florida ..•�� •'pRC I NG See obove TYPE comas N00\� Job:(13109) PGA LEARNING CTR / HJ19-8 2G'6"10 Hi TOP CHORD 43TSC2.75 1.5.2.75.43-55KSI 807 CHORD 33TSC2.75 1.5.2.75.33-55KSI WEBS 33W.75..75 .75..75.33-45KS1 :W2, WB, W12, W16, W1S, W20, W21, W22, W23 33W.75.1.5 .75.1.5.33 -45KSI. :W5 33W.75.2.25 .75.2.25.33.45KS1: (A) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 AND T5019 FOR STEEL TRUSS BRACING CONNECTION DETAIL. SUB-FRSCIR BERM ASSUMPTIONS: 9. 9-I0 SUB-FASCI B i THE 3. 1-13 CRNT[LEVER SVER IDE. DEFLECTION MEETS L/360.04 LIVE AND L/240.00 TOTAL LORD. co co T 8"5 1 Jack Girder THIS DWG. PREPRRED BY THE RLPINE JOB DESIGNER PROGRRM FROM TRUSS MFR'S LRYOUT LID MPH WINO 16.42 FT MEAN HGT, SBC WIND TCDDLLO�'5.0 PSF, WINDWSCRDLIN 5.0FPSF. THE FOLLOWING TRUSSES NEED CONCENTRATED LORDS AT THE END OF THEIR OVERHANGS: 9. 0. 0 SPAN/SETBACK MEMBER ON THE 3- 1-13 CANT SIDE REOUIRES 318 LBS AND THE 9- 0- 0 SPAN/SE7BRCK MEMBER ON THE 3- 1.13 CANT SIDE REQUIRES 31P LBS. C HIPJRCK SUPPORTS 1B- 9-12 SETBACK JACKS. JACKS UP TO 7' HAVE 2 7' O " 12 3- 1-13 CANT OPPOSITE FACE. W O 26'5"14 4'5-8 22'0"6 0 26'5"14 Rv=1626# U=1150# W=11"4 R=370piF W=21'1"2 Now LEFT RAKE = 1'1"6 LEFT JIG = 27'9" RIGHT JIG = 27'6"12 DESC . = HJ19-8 26' 6"10 Hip Jack Girder ��TtuntiiirrrrrSEO = 82173 GALVANIZATION - G60 DESIGN CRIT= RISI OTY= 2 TOTAL= 2 ��/i, REV. 19.Ob2 SCALE=0.2500 A P I E T SST J L_ * * W R R N I N G ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, 'SHIPPING, INSTALL] G AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMP0RTANT**' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRRCI DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGT _ ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL - FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUC S,� . INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALIIN� AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TR S' DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. o•a • �� R 2 f� �{�o{ u V 1 ; • State Of /Cjs,• Florida C LL 20.0 PSF i D L 2 5.0 PSF Bg_"DL 20.0 PSF g LL 0.0 PSF - TCITT . LD . 65 . 0 PSF REF DATE 0 3 - 1 9 - 2 00 1 DRWG BY TOM ALEXANDER O/A LEN . 260514 ACING see above TYPE h i _ock E JOD - L 1 J 1 UJJ t'bti LtHNN 1 Nb UIN / tJJ - 1 d U -- 1 4 Uommon THIS DWG. PREPARED BY THE RLPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LRYOUT I10 MPH WIND 15.00 FT MEAN HGT, SBC, ENCLOSED BLO6, LOCATED ANYWHERE IN ROOF WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 NSF. SUB -FRSCIR BERM ASSUMPTIONS: 2• 8-14 SUB-FRSCIR BERM ON THE 1-11.15 CANTILEVER SIDE. 2- 8-14 SUB -FASCIA BERM ON THE 1-11-15 CANTILEVER SIDE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. ...•. BEARING ANALOG MODIFIEDI ••••• 21# e 3'6"15 90 2'10"6— Z- "6 r\ � 2 ' 6 "6 —^— N 2' 10 "6 —� Rv=235# Rh=497# U=300# W=4" Rv=225# Rh=497# U=180# W=3"8 LEFT RAKE = 10"15 SCREWS-14RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14AM081.25 SCREWS FIND MIN. NO. OF RED 14AMDR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTRNCE-3/4-. SEE DWG. TSO11 FOR DETAILS. .• THE MAXIMUM HORIZONTAL REACTION IS 496.6811 -- THE FOLLOWING TRUSSES NEED CONCENTRATED LORDS AT THE END OF THEIR OVERHANGS: 2- 2- 1 SPRN/SETBACK MEMBER ON THE 1.11-15 CANT S1 DE REQUIRES R LBS AND THE 2. 2. 1 SPAN/SETBACK MEMBER ON THE 1-I1-15 CANT SIDE REOUIRES 8 LBS. HIPJRCK SUPPORTS 2- 2- 1 SETBACK JACKS W/VERT OVER BEARING ONLY. I -II -IS CANT ONE FACE, 1.11-IS CANT OPPOSITE FACE. FASTEN RATED SHEATHING TO ONE FACE OF THIS TRUSS. �13'7"11 �12 LEFT JIG = 3'3"10 RIGHT JIG = 3'8"8 DESC. = EJ3-1 3'0"14 Common �,��tU'Iuliurufi0 GALVANIZATION - G60 DESIGN CRIT= RISI OTY= 6 TOTAL= 6 ```�� GLJaR!(. REV. 19.0b2 SCALE =0.5000 A P I E (�-I- I T SST J I L_ **WRRNING* * TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLI••• AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL �'.0 PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. **IMPORTANT* * FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRA` DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENG -S. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL_ FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODU TS) INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALL FIND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON 1N ANY OTHER WRY. a �•J•JJ��7`(/� L/ ; �� 2001 •• ••Cl- State Of � G�•.• Florida • �4'�� !�,`STC_•• ••';1G�_.�>° TC LL 20.0 PSF DL 2 5.0 PSF �_ .. DL 20 O PSF BC LL 0.0 PSF - �OT.LD. 65. O PSF REF DATE 0 3 - 1 9 - 2 0 0 1 DRWG BY TOM RLEXRNDER 0/R LEN. 20814 SPACING See above TYPE comn Job:(13109) PGH LEHRNING CIR / EJ22-4b 2U'J TOP CHORD 28TSC2.75 1.5x2.75-28-55KSI BOT CHORD 28TSC2.75 1.5x2.75-28-55KSI WEBS 33W.75x.75 .75x.75-33-45KSI eclol THIS DWG. PREPHREU HY IHE HLHINE JUd Utb16NtK r'KUUKHYl rKun IKU= nrK a Lmuul SCREWS=I4RMO. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMDB1.25 SCREWS RND MIN. NO. OF RED 14AMDR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTRNCE=3/4". SEE DWG. TS011 FOR DETAILS. SPECIAL LOADS -------------------------------------------------- TC - From 90 PLF at -1.13 to 90 PLF at 20.25 BC —From 20 PLF at -0.20 to 20 PLF at 20.25 BC - 1466 LB Conc. Load at 6.03 BC - 1246 LB Conc. Load at 8.03, 10.03, 12.03, 14.03, 16.03 18.03, 20.09 SPECIAL CONNECTION REQUIRED FOR CONCENTRATED LORD. CONCENTRATED LORDS TO BE ATTACHED TO THE VERTICAL WEBS SEE DWGS TS001 RND/OR TS022 FOR CONNECTION DETAILS. (R) 33TSBUC3.5 209a. BENT-U CONNECTOR REQUIRED. CIRCLE INDICATES MIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TS004 FOR PERK CONNECTOR DETAIL. —LORDING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED BY TRUSS FABRICATOR*** 110 MPH WIND, 15.00 FT MEAN HGT, RSCE 7-93, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 100 MI FROM COAST, CRT I, EXP C, WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. DEFLECTION MEETS L/480.00 LIVE AND L/360.00 TOTAL LORD. �10' --_ 20'5"G 6 2 12 yy 2 yy 2 ++ 2' + 2' +y 2' ++ 2' -yy'- ,2'0"L2 �}} 1466# 1246# 1246# 124i# 1246# 1246# 1296# 1246# R-618pIF W-20'3" LEFT RAKE = 11 " L;K /i, LEFT JIG = 3'3"13 9r•F ! RIGHT JIG = 17'7"11 DESC. = EJ22 -4B 20' 3" Special a'`' •8 �''%� SEO = 100085 GALVANIZATION - G60 DESIGN CRIT= RISI OTY= 1 TOTAL= 1`-' .: ante f7E. -;, 19.Ob2 SCALE = 0.3000 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING 7.' Sao- ��4`'o Tc 30. 0 PSF REF AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL -" 15.0 PSF DATE 0 4 - 2 4 - 2 0 0 1 AP I E PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ~ C ' I M P O R T R N T** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING '�'1 0 0 P S F D R W G B Y T SST T DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. 0.0 PSF TOM R L E X A N D E R J I ALL DESIGN, ATTACHMENT RND INSTALLATION OF TEMPORARY FIND PERMRNENT BRACING, TO RESIST LATERAL f State 0 } �' FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, E1o(1d T,0 f 1_:p'. 55.0 PSF O/A LEN . 200300 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING `/ G S �` \ AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS !�/ S T E R E D • }., `\\\ DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. /�/�//(�\I-'ACING See above TYPE spec Simpson META Uplift Attachment Over Top of Truss Into Concrete Allowable Uplift Capacity (lbs.). Top chord ;Gauge META on one face META on both faces 28TSC2.75 22 700 - ti33 fL. 1400 33TSC2.75 20 - , • 730 : 2 .j Z - 1800 43TSC2.75 18 _ 730 2870 - 28TSC4.00 22 680 1360 33TSC4.00 20 880 1760 43rsc4.00�. r 18 1200 2810 54TSC4.00 16 1200 3000. (1) #10 self —drilling screw Into TrusSteel top chord Allowable lateral loads (� META on one face P1 = 75 lbs. max. Pa= 55 lbs. . max. note 4 below) ETA META on each face PI = 150 lbs. max. Ps= 110 lbs. max. (see note 4 below) „-�P1 — The uplift capacities shown above have been increased (1) #10 self — by 1.33 and shall be used only for - uplift resulting screw into TrL from wind or seismic loads. For uplift due to other bottom chord. loads, use 75% of tabulated values. — Uplift capacities outlined above are to be compared with uplift values determined by TrusCad analysis. META L (in.) META12 8 META14 10 META16 12 META18 14 META20 16 META22 18 META24 20'� META40 36 4" EMBED .1-1. P3o� (1) #10 self drilling screw through back face of TrusSteel top chord. Top chord Reinforced concrete bearing (min. compressive strength fc'=2000 psi) Minimum edge distance is 2.5" from the center of META Bottom chord ioles Embedded truss General Nofes::`•: - anchor META 1. AttachmeTit-.of •'second META on opposite face of chord is identical to that detailed •.above. 2. Truss shall be designed with of least one vertical web over the bearing. 3. See detail above for proper number of screws and placement. 4. Lateral allowable loads (P1 and P2) shown are maximum values. If these loads are in combination with an uplift load, contact an engineer from Alpine Engineered Products, Inc. 5: META most be installed so it wraps over the top of the truss and returns down the back side of the top chord as shown In detail above. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING,,HANDLIrRG,-SHIPPING TRUSSTEEL DETAIL INSTALLING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD- SHALL- HAVE PROPERLY - ,►! ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE 'A F,tOPERLI( ATTACHED RIGID �� .�`h'U1q� DATE 09/25/00 tt�'�•• ��Ti- DRWG TS035 7ALPINE **IMPORTANT** FURNISH A COPY OF HIS DESIGN TO THE INSTALLATION'.,CONTitRCTaR. BRACING DEPICTED ON HIS, DESIGN IS ONLY FOR LATERAL SUPPORT OI=TRUSS'WEMBERS TO r �', as —ENG REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLAT(ett TLMPORARY.°.AND TRl1&.STEELDIVISION` PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PL B, SHAH THE •• • LlJGINLEREDPROOl1CTB.INC• RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NO�:BE'RE ON IBa -1° 1`�i�•�� POMPANOBEACKFLOROA FOR ANY DEVIATION ENGINEER'S THIS ZEAL ON THIS DESIGN HISRDRAWINGHANDLING. APPLIES SHIPPING, ONLY TO DESIGN 0 DtTH6ATR SS F _ aMMMM1MM�, ' DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY. _ Job:(13109) PGA LEARNING CTR / PB4 16'10"5 Voll TOP CHORD 2BTSC2.75 1.5x2.75-28-55KSI BOT CHORD 28TSC2.75 1.5x2.75-28-55KSI WEBS 33W.75x.75 .75x.75-33-45KSI 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. SEE DWG TS026 FOR VALLEY DETAILS. LEFT RAKE = 7-2 LEFT JIG = 6'10"B DESC. = PB4 16'10-5 Valle GALVANIZATION - G60 DEIGN CRIT= RISI AE l6'10-5 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PHUGHHM I-KUM IKUbb rlrK a LriTUUI SCREWS=I4RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14AMDB1.25 SCREWS AND MIN.. NO. OF RED 14RMDR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTRNCE=3/4". SEE DWG. TS011 FOR DETAILS. (A) 33TSBUC3.5 20gqa. BENT-U CONNECTOR REQUIRED. CIRCLE INDICATES MIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TS004 FOR PERK CONNECTOR DETAIL. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. OTY= 1 TOTAL= 1 **WARNING* * TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HRNOLING, SHIPPING, INSTRLLiR AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. ** I M P O R T R N T ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HRNOLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUST DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. R-126p1r W-16'10"S RK,IrW� >, • .Certificate .�- No.g17}455 R?/ APR ! 1 ` �� TC=LL a = DL F DL v, L FRED•EN\�� TOT.LO �rrr/f 11 f 1111111111\\\\\\ --0-11,10"8 RIGHT JIG = 9'10"7 SEO = 100666 19.Ob2 SCALE=0.3750 20.0 PSF REF 25.0 PSF DATE 04 -1 1 -2001 20.0 PSF DRWG BY 0.0 PSF TOM ALEXANDER 65.0 PSF O/A LEN. 161005 SPACING 24.0- (TYPE vo Job: L1J1UHJ I-'L;H LtHNINIIVLT U I n / LL eU b b 1-lono H I P L7I roer TOP CHORD 33TSC4.00 2.Sx4.00-33.55KSI :T2 54TSC4.00 2.5x4.00-54-5 SKSI: B0T CHORD 431SC4.00 2.5.4.00-43-55KSI WEBS 33V I.Sx1.5 1.5.1.5-33-45KSI :W3 47W1.S.2.S 1.5.2.5-47 11D MPH WIND 15.00 FT MEAN HOT, SBC, ENCLOSED BLO6, LOCATED ANYWHERE IN ROOF, V IND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. DEFLECTION MEETS L/480.00 LIVE AND L/360.00 TOTAL LORD. B T5 2'10" 16'10"G IH15 UMU. YNtYHNtU OT IHt HLr1INt JUD UtbILANrM rNUUMMn rnuri inuaa ii- rt L.-- SCREWS-14AMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14AMDB2.125 SCREWS AND MIN. NO. OF RED 14RMOR2.375 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED FIT PITCH BREAKS. MIN. SCREW SPACING AND ENO DISTANCE-3/4-. SEE OWG. TSO11 FOR DETAILS. (R) 43TSBUC5.0 IBgg BENT-U CONNECTOR REOUIREO. CIRCLE INDICATES MIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE ORAV ING TSO16 FOR PERK CONNECTOR DETAIL. 01 HIP SUPPORTS 3- 0-14 JACKS TO BC IOmmE,II/AI�\\I AIIW��I� 1MANINAI b 3' 0"114 178# r� 1 W20 1'10"8 1110-8 i I' 060 19'6" 16'7"8 m Rv=1700# U=560# W=8" Rv=1466# U=430# W=1' LEFT RAKE = 10"7 LEFT JIG = 3'3"7 IIII:IIIrr; RIGHT JIG = 16' 10"7 rrr�'// DESC . = C 1 20 ' 6 "6 Mono Hi? Girder ��``�\\cxARK SEO = 89991 G W GALVANIZATION - G60 DEPS I GN CR I T= A I S I OTY= 1 TOTAL= 1 .�` . • • • •. '�., V . 19 .Ob2 SCALE =0 . 2500 TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING11�p O •'• LL 20.0 PSF REF DATE 03-20-2001 RND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL Q4a �7,rRj " L 25.0 PSF PRNELS RND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING.I B DL 20.0 PSF DRWG BY MPORTPNT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING FOR SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS ©S� 2(t1 AR 2 0 U( 0.0 A**WPRNING** ❑EPICTED ON THIS DESIGN IS ONLY LATERAL ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMRNENT BRACING, TO RESIST LATERAL •. g� LL PSF TOM ALEXANDER 0/A LEN . 200606 _ FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. REPINE ENGINEERED PRODUCTS, _ �• 6T . LD . ES O PSF INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS State Of % C/'- Florida DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. /'/i�ST� ' • • '' NG ��` SPRC ING See above TYPE Pm : _ _ Job: UJIUUJ HUH LLHKN1NG LIK / U,C CU b b 1-Iono Hip IH15 UWU. rKtI'hKtU bT Iht HLrINt uUD utaiurvtn rnuumnii rnuii lnuao iirn o L.muu, TOP CHORD 43TSC4.00 2.Sx4.OD-43-55KSI SCREWS-14AMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14AM052.125 ROT CHORD 54TSC4.00 2.Sx4.00-54-55KSI SCREWS AN O MIN. NO. OF RED 14AMOR2.375 SCREWS PER MEMBER OF WEBS 33VI.Sx1.5 1.5x1.5-33-45KSI :V3 47W1.5x2.S 1.5x2.5-47 TRUSS. RED SLRE45 ARE APPLIED AT PITCH BREAKS. MIN. SCREW -45KSI: SPACING FIND ENO DISTANCE-3/4•. SEE DWG. TSO11 FOR OETRILS. 110 MPH VINO, 15.00 FT MEAN HOT, SBC, IA) 43TSSUCS.O 18qq BENT-U CONNECTOR REQUIRED. ENCLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. CIRCLE INDICATES PIIN. SCREW UTY. TNRU CONNECTOR OVERLAP. VINO TC OL - 6.0 PSF, VINO BC OL - 5.0 PSF. SEE ORRWING TS016 FOR PERK CONNECTOR OETRIL. DEFLECTION MEETS L/360.00 LIVE AND L/24D.00 TOTAL LORD. f 1.10••e 8-5 U7 I—� 16 ' 10 "7 m K - 19'8"6 Rv=1403# U=4804 W=8" f 10"8 1•10"8 I i' —0,10 ' Rv=1245# U=410# W=6118 LEFT RAKE = 10"7 LEFT JIG = 3'3"6 RIGHT JIG = 16'10"8 DESC . = C2 20 ' 6 "6 Mono H i \\��v��t11111111I1r�� SEO = 89972 GALVANIZATION - G60 DESIGN CRIT= AISI OTY= 1 TOTAL REV. 1 \\ L �i� REV. 19.Ob2 SCALE=0.2500 AP I 1 (�� J * * W R R N I N G * * TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALL G AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL - PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE❑ RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRAG G• DEPICTED ON THIS DESIGN 15 ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LEN S.. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODU INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALL-t AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TR1rSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. �i� iti , �g /CDL p}��^yy� r� p�C 99��IIri L MAR z 0 001 •• State Of xS.• Florida .,•\��` T C L L 20 .0 PSF 2 5.0 PSF DL 20.0 PSF HC LL O.O PSF 'TOT .LO. 65 . 0 PSF R E F DRTE 0 3 -20-2001 DRWG BY TOM ALEXANDER 0/Fl LEN. 200606 SPACING 24.0" TYPE h I M rir Job:(13109) PGA LEARNING CTR / C3 2U'6..b TOP CHORD 20TSC4.00 2.5x4.00-28-55KSI :T2 54T5C4.DD 2.5x4.00-54-5 5KSI: 80T CHORD 33TSC4.00 2.5x4.00-33-SSKSI WEBS 37WI.Sxl.S I.Sx1.5-33-45KSI :W3 47WI.5x2.5 I.5x2.5-47 I30 MPH VINO, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG NOT LOCATEO WITHIN 4.50 FT FROM ROOF EDGE. VINO TC OL - LO PSF, VINO BC OL • 5.0 PSF. I' 10..6 je •T•15 2'10" n THIS OWG. F'RENHREU HY IHE HI-F'1Nt JUb UtbiUNttl rKUUM I-1 rMU11 Ircwa lire a L.nlUvl SCREWS-14RMO. CIRCLES SHOW THE MIN. NO. OF BLUE 14AMO82.125 16'10"G TRUSS. RE O SCREWS ARE RPPLIEU HI YIILK tlHEHKS. MT. SPACING AND ENO DISTANCE-3/4-. SEE OWG. TS011 FOR OETAI (R) 43TSBUC5.0 IRG BENT-U CONNECTOR REQUIRED. CIRCLE INDICATES MIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TS016 FOR PERK CONNECTOR DETAIL. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD 5 W311 33 1 1 4 2 13 2 W4:��W6 W9 W11110••e 1•lo••e I. . I0 2 2 1 3 B 1 1 5 2 N 19'6" Rv=1403# U=480# W=8" Rv=1246# U=410# W=6"8 LEFT RAKE = 10"7 RIGHT JIG = 16'10"7 LEFT JIG = 3'3"7 Iuunnu�I DESC . = C3 20' 6 "6 Common \�\�� ii SEO = 89996 GALVANIZATION - G60 DESIGN CRIT= AISI OTY= 6 TOTAL= 6 \CA A,% /1i 19.Ob2 SCALE=0.2500 r AP I E T C T J I L * * W R R N I N G * -k TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING; RND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. **INPORTRNT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS:. ALL DESIGN, ATTACHMENT RNO INSTRLLRT I ON OF TEMPORARY RND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLING % AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY./i�/STD•. \\ I�5'X5 No. • AR Q �001 (n••• State Of '• ' 0'�•.• Florida • •`� •'G\?� L0 0 PSF _ D 2 5.0 PSF B OL 20.0 PSF gam_ LL O.O PSF C�T.LD. 65.0 PSF REF DATE 0 3 - 2 0 - 2 0 0 1 ORWG BY TOM RLEXFINDER 0/R. LEN. 120206 SPACING 24.0" TYPE comas Job=(13109) PGR LEARNING CTR / C4 2U'6"6 Comm TOP CHORD 20TSC4.00 2.5x4.00-28-55KS1 :T2 54TSC4.00 2.Sx4.00-54-5 56SI: BOT CHORD 33TSC4.00 2.Sx4.00-33-SSKSI WEBS 33W1.5x I.5 I.Sx1.5-33-45KSI :W3 47WI.Sx2.5 I.5x2.5-47 I10 MPH WIND, 15.00 FT MEAN MGT SBC, ENCLOSED BLOC, NOT LOCATED WITH{N 4.5D FT FROM ROOF EDGE. . WINO TO OL - 5.0 PSF, VINO BC OL - 5.D PSF. 1'10-7 8 •T•s 15'7" N 18' 2.,8 18'4-14 Rv=1324# U=450# W=8" THIS UWG. rHEHHHEU bT IHt HLr1Nt JU0 UtbluNLN rmuunnri rnun inuaa iirn o Lniuui SCREWS-14RMO. CIRCLES SHOW THE MIN. NO. OF BLUE I4AMOB2.125 SCREWS FIND MIN. NO. OF RED 14RMOR2. 375 SCREWS PER MEMBER OF TRUSS. RED SCREWS FIRE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND ENO OISTHNCE-3/4-. SEE DWG. TS011 FOR DETAILS. IA1 43TSBUC5.0 18qq BENT-U CONNECTOR REOUIREO. CIRCLE INoICRTES MIN. SCREW CITY. THRU CONNECTOR OVERLAP. SEE DRAWING TSDI6 FOR PERK CONNECTOR DETAIL. DEFLECTION MEETS L/360.00 LIVE RNO L/240.00 TOTAL LORD f•• •I•• a t f 11 1•11�1o••e I•IoII••e Rv=1156# U=380# W=5" :D LEFT RAKE = 10"7 w LEFT JIG = 3'3"5 \ \\�\uuuulurpr7RIGHT JIG = 15'7"1 DESC . = C4 20 ' 6 "G Common \\�ii SEO = 90012 GALVANIZATION - G60 DESIGN CRIT= RISI OTY= 1 TOTAL= 1 \.\ C..•.K Gy �// REV. 19.Ob2 SCALE=0.2500 **WARN I N G * * TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALL N(i \ �O t I a � C L L 2 0.0 PSF R E F FIND BRACING. UNLESS OTHERWISE INDICATED-, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL �_ D L 25. O PSF DATE 0 3- 2 0- 2 O 0 1 A P I E PANELS FIND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _ ' I M P O R T R N T FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACIN ')�� (�(�� _ DL 20.0 PSF DRWG BY T �ST DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGT _. M 2( 00 � g(z LL O. 0 PSF TOM RLEXRNDER J ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY FIND PERMANENT BRACING, TO RESIST LRTERRL FORCES AND HOLD TRUSSES PLUMB SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PROOU S,- •� T�T.LD. 65. 0 PSF O/R LEN. 120206 INC. SHALL NOT BE RESPONSIBLE' FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTA LIN State Of AND BRACING OF TRUSSES. AN ENGINEER'S SERL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE S� / C/'•- Florida DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. •/////STF • • • • •' NG\\\\\\\ SPACING 214. D ITYPE comas THIS DWG. PREPRRED BY THE ALPINE JUb ULbIUNLN t-KUurch Fi rKuFi inuaa iirn a L.TIuui Job:(13109) PGR LEARNING CTR / C5 17'0"3 Common TOP CHORD 2BTSC4.00 2.5.4.00-28.55KSI :T2 54TSC4.00 2.5.4.00-54-5 SKS 1: SOT CHORD 33TSC4.00 2.S.4.00-33-SSKSI WEBS 33V1.5.1.5 1.5.1.5-33-45KSI :V3 47W1.5.2.5 1.5.2.5-47 110 MPH WIND, 15.00 FT MERN MCI. SBC, ENCLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC OL - �.0 PSF, WINO BC OL - 5.0 PSF. m 16'4"14 Rv=1195# U=410# W=8" SCREWS-14RMO. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMOB2.125 SCREWS AND MIN. NO. OF RED I4RMOR2.375 SCREWS PER MEMBER OF TRUSS. REO SCREWS RRE APPLIED RT PITCH BREAKS. MIN. SCREW SPACING RNO ENO OISTRNCE-3/4-. SEE DWG. TSOII FOR OETRILS. IR1 43TSBUCS.O 18gBENT-U CONNECTOR REQUIRED. CIRCLE INOICRTES MIN. SCREW OTY. THRU CONNECTOR OVERLRP. SEE ORRWINO TSOIS FOR PERK CONNECTOR DETAIL. DEFLECTION MEETS L/360.00 LIVE RNO L/240.00 TOTRL LOAD q•• � � �11'6"8 1'10"8 1'10"8 116�'8 1'68 JYI. �l o Rv=1025# U=340# W=5" LEFT RAKE = 10"7 LEFT JIG = 3'3"7 RISEO = 90010 7"2 DESC . = C5 17 ' 0 "3 Common �`��tilllli�ii�iui�7/777 GALVANIZATION - G60 DESIGN CRIT= RISI OTY= 1 TOTAL= 1 �� CtARk 7ji7 REV. 19.Ob2 SCALE=0.3750 r AP I E T SST **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTRLLING� AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL _� PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `` * x-I M P O R T A N T ** FURNISH A COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRACTOR. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMRNENT BRACING, TO RESIST LATERAL FORCES FIND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS - f C •• •, MAR / Q 2001 : i• •' , C LL 20.0 PSF � D L 25.0 PSF B D L 20.0 P S F _ BE LL 0.0 PSF _— T-OT . LD . 65.0 PSF REF DATE 0 3 - 2 0 - 2 0 0 1 D R W G B Y TOM ALEXANDER O/R LEN . 120206 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTRLLI G✓ AND BRACING OF TRUSSES. RN ENGINEER'S SEAL ON THIS DRAWING RPPLIES ONLY TO THE DESIGN OF THE TRI1 � DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. �� State Of �+, �S Florida ,• �`� ., p. .,, „ ; ,�JSPACING 24.0" TYPE comn ®111111111111� on THIS DWG. PREPARED BY THE ALPINE ..Uti OE5 I'KUuKKFI 1-KumI KU55 TII-K J Ll'11 Job:(13109) PGA LEARNING CTR / C6 15'0" TOP CHORD 2BTSC4.00 2.5.4.00-26-55K5I :T2 54TSC4.00 2.5z4.00-54-5 5KS1: BOT CHORD 33TSC4.00 2.5x4.00-33-55KSI WEBS 33WI.SK1.5 1.5K1.5-33-45KS1 =V3 47W1.5.2.5 1.5.2.5.47 110 MPH VINO 15.00 FT MERN HGT, SBC, ENCLOSEO BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. VINO TC OL - 5.0 PSF, VINO BC OL - 5.0 PSF. m Rv=1066# U=370# W=8" 14'4"14 SCREWS•14RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14RM0 82.125 SCREW 5 AND MIN. NO. OF RED I4RMOR2.375 SCREWS PER MEMBER OF TRUSS. RED SCREV5 RRE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND ENO DISTANCE-3/4'. SEE OVG. TSO11 FOR DETAILS. IAI 43TSBUC5.0 18q BENT-U CONNECTOR REOUIREO. CIRCLE INDICATES MIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TSO13 FOR PEAK CONNECTOR DETAIL. DEFLECTION MEETS L/3GO.00 LIVE AND L/240.00 TOTAL LORD y •• � 1� �1 1 ' 6 "8 1'10"8 1'10"8 �lo' Rv=894# U=300# W=5" LEFT RAKE = 10"7 _ LEFT JIG = 3'3"7 III111111.11// RISEOT = 90015 7 5 GALVANIZATION.- I ZATION .. OG60Commo DESIGN CR I T= R I S I OTY= 1 TOTRL= 1 ��`,GtARI( �� — REV . 19.Ob2 SCALE =0. 3750 r R P I E T ScT J I L -*-*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALL. AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURRL PANELS FIND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ** I M P O R T R N T-** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRRC TOR. BRACFN DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE DUCKLING LENGTH-. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCT INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALL wd. AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS', DEPICTED HERE FIND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. I ryr(� S MAR 2 Q L,�J�I State Of ,• k/ 6/'•, Florida �ij/s%11---.. ,.--,- TC LL 20.0 PSF � D L 25.0 PSF BE OL 2 0. 0 PSF BE LL 0.0 PSF - �7T . LD . 65.0 PSF REF DATE 0 3 - 2 0 - 2 0 0 1 D R W G BY TD(7 RLEXRNDER O/R LEN . 120206 SPACING 24.0" TYPE comn Job:(13109) PGR LEARNING CTR / C7 13'0"3 Common TOP CHORD 281SC4.00 2.5.4.00-28-55K5I BOT CHORD 28TSC4.00 2.5x4.00-2B-55KS1 WEBS 33W1.5.1.5 I.S.I.S-33-45KS1 :W3 47WI.S.2.5 I.S.2.5-47 -45KSI: 110 MPH VINO, 15.00 FT KERN HOT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. VINO TC OL - 5.0 PSF, WINO BC OL - 5.0 PSF. 12'4"14 Rv=937# U=330# W=8" THIS DWG. PREPRRED BY THE RLPINE JOB DESIGNER HHUGKHM 1-HUFI IKU55 I-It'K a LrliUU 7-148M0. CIRCLES SHOW THE MIN. NO. OF BLUE 14RM052.125 �e oun n1u Nn nc Rcn Iu6MnR2 375 SCRFWS PER MEMBER OF SPACING AND ENO OISTRNCE-3/4'. SEE OWG. TS011 FOR DETHI IR1 43TSBUC5.0 leg.. BENT-U CONNECTOR REQUIRED. CIRCLE INDICATES MIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TSOIS FOR PERK CONNECTOR DETAIL. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 4" 1 11'6"8 DO 00 CD 00 O O CD CD a 10, Rv=763# U=260# W=5" LEFT RAKE = 10"7 LEFT JIG = 3'3"7 RIGHT = 900117 DESC . = C7 13 ' 0 "3 GALVANIZATION - GGO ��`�IIIliiiilJu/��/�� Common \�``� G�-P`K ��%,, DESIGN CRIT= AISI OTY= 1 TOTAL= 1 •.�'b REV . 19 .Ob2 SCALE =0 .5000 �� • i •9�4� LL 20.0 PSF REF WARN I NG iIE CIE TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTRLLIN 25.0 PSF DATE 0 3 - 2 0 - 2 0 0 1 AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURRL '� CEILING. ED L r A P I E PANELS FIND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID Pj(�®S BDI 2O' O PSF DRWG BY **IMPORTRNT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. RRACI,_ ®E}I (� (•U I 0. 0 T �(�� L DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGT $ AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL g�LL — PSF TOM RLEXRNDER J ALL DESIGN, ATTACHMENT THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUC S, �•. �7 . LD . 65 .0 PSF O/R LEN . 120206 FORCES AND HOLD TRUSSES PLUMB, SHALL BE /- ��• State 0 f INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, IN G ONLY TO THE DESIGN OF THE TRUSS j C/'• Florida • , SPACING 24.0" TYPE comas FIND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES DEPICTED HERE FIND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. /��i�/Sri •' '• NG\\\\\ THIS DWG. PREPRREO BY THE RLPINE JOB DESIGNER PKUGRHPII-KUM IKUbb VR-K Job:(1.3109) PGR LEARNING CTR / C8 12'2"6 Special TOP CHORD 2STSC2.75 1.5x2.75-28-55KEI :T2 43TSC2.75 1.Sx2.75-43-5 5KSI: BOT CHORD 33TSC2.75 1.5x2.75-33-SSKSI WEBS 33W.75x.75 .75— 75-33-45KS1 :W3 33V.75x2.25 .75x2.25-33-45KSI: 110 MPH WIND, 15.00 FT MEAN HGT SBC ENCLOSEVINO TCOOLL-GNOT 6.0 PSF CWIND BCATED WITH OLN-45$0 PSF. 0 FT FROMROOF EDGE. i B"5 t m -�— 1 1 ' 10 " G Rv=903# U=310# W=8" SCREWS-I4AMD. CIRCLES SHOW THE MIN. 10. OF BLUE L4AM09L.25 SCREWS RND MIN. N0. OF RED 14RI10R1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS FIRE RPPLIEO RT PITCH BREAKS. MIN. SCREW SPACING AND END DISTANCE-3/4'. SEE DWG. TSD11 FOR OETAILS. IA) 33TSBUC3.5 20q BENT-U CONNECTOR REOUIREO. CIRCLE INDICATES FlIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING T5004 FOR PERK CONNECTOR DETAIL. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD LEFT RAKE = 11" LEFT JIG = 3'3"13 DESC. = C8 12'2"6 Special GALVANIZATION - G60 DESIGN CRIT= RISI OTY= 14 TOTAL= 14 ** W R R N I N G * * TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING ' r AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL AP I C PANELS FIND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. ' I MP OR T RN T FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRRCINCz T C T L DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS = J I ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, z ..12 Try�ll'7'•12 (V N CC) ~ 10' Rv=727# U=240# W=5" `\\�c. hhhhlllllllll/////// CAR/ //i� REV. h •.� '�A LL • G. D L AR 2 0 2001 $C�Ll- TOT . LD RIGHT JIG = 9'1"10 SEO = 90020 19.Ob2 SCALE=0.5000 20.0 PSF REF 25.0 PSF ORTE 03 -20 -2001 20.0 PSF DRWG BY 0.0 PSF TOM ALEXANDER 65. 0 PSF O/R LEN . 120206 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLI �•• State Of AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE(i�••• Florida • \ DEPICTED HERE FIND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. '/�j is •••\�'. PACING 24.0" TYPE oc)m 1 Job=(13109) PGA LEARNING CTR / D1 G'2"6 Special Girder TOP CHORD 28TSC2.15 1.5.2.75-2B-55KSI BOT CHORD 28TSC2.75 1.5„2.75.2B-55KSI WEBS 33V.75..75 75..75-33-45K51 :V3, W7 33W.75x2.25 .75.,2.25-33-45KSI: 110 MPH VINO, 15.00 FT MEAN HOT, SBC, ENCLOSED SLOG LOCRTEO ANYWHERE IN ROCF, VINO TC OL - 5.0 PSF, VINO BC 0L - 5.0 PSF. DEFLECTION MEETS L/400.00 LIVE AND L/360.00 TOTAL LORD, e5 t -2'2"6 4' THIS DWG. PREPARED BY THE RLPINE JOB DESIUNEH PHUUHHn rKUTI iKUbb nt-K 5 SCREWS-14RM0. CIRCLES SHOW THE MIN. NO. OF BLUE I4RMDB1.25 SCREWS RNO MIN. NO. OF RED 14RMORI.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED RT P1TCH BREAKS. MTN. SCREW SPACING AND ENO OISTRNCE-3/4-. SEE OWG. TSOII FOR DETAILS. (R) '33TSBUC3.5 20q BENT-U CONNECTOR REOUIRE0. CIRCLE INDICATES nIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE CARVING TS004 FOR PERK CONNECTOR DETAIL. ul HIP SUPPORTS 2- 1-14 JACKS TO BC 12 1 0 1 T2 1 1 5 (R) 1 1 1 1 I W 5 6 In W3 W4 W7 � �Io• 1 B1 1 1 1 1 R — 0 �T 6'2"G —2' 1 "14 y� 4'0"8 89# Rv=586# U=240# W=8" Rv=385# U=180# W=3" LEFT RAKE = 9"4 LEFT JIG = 2'7"10 RIGHT JIG = 4'2"4 �iii/ SEO = 90031 DESC . = 01 6 ' 2 "6 Special Girder \v\' GALVANIZATION - G60 DESIGN CRIT= RISI OTY= 1 TOTRL= 1 �\\` G►-ARK%i,. REV. 19.Ob2 SCALE=0.5000 ** W A RN I N G** TRUSSES REOU IRE EXTREME CARE IN FRBRICRT ING, HANDLING, SHIPPING, INSTALtj1 Mc L L 20.0 P S F R E F AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL _Z D L 25.0 PSF DATE 0 3 - 2 0 - 2 0 0 1 r R P I E PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. B C � D L 20.0 PSF D R W G BY **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BR9_CING � 2 0 20Q1 0.0 T (�� DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTH . AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LRTERRL =_ $C LL PSF -- TOM ALE-XANDER O/A LEN. 60206 J L ALL DESIGN, ATTACHMENT FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PROOUC=T^S '�`=TOT.LD. 65 0 PSF INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLl �. State Of AND BRACING OF TRUSSES. RN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OFTHE TRas /• Florida �' �� SPACING See above TYPE spec DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. �� Sr •• ..... ... ........... Job:(13109) PGA LEARNING CTR / TOP CHORD 2BTSC2. 75 1.5.2.75-2B-55KSI BOT CHORD 28TSC2.75 1.5x2.75-2B-55KS1 WEBS 33V.75-15 75..75-33-45KS1 :113, W7 33W.75w2.25 .75.2.25-33-45KSI: 110 MPH WIND, IS.OD FT MEAN HGT SBC ENCLOSED BLDG, NOT LOCATED WITHIN 4.60 FT FROM ROOF EDGE. VINO TC OL - 5.0 PSF, VINO BC OL - 5.0 PSF. 2 "6 Special THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT SCREWS-14RMO. CIRCLES SHOW THE MIN. N0. OF BLUE 14RMDBl.25 SCREWS AND MIN. NO. OF RED THE SCREWS PER MEMBER OF TRUSS. RED SCREWS PRE APPLIED FIT PITCH BREAKS. MIN. SCREW SPACING AND ENO DISTRNCE-3/4". SEE DWG. TS011 FOR DETAILS. (A) 33TSBUC3.5 20qq BENT-U CONNECTOR REQUIRED. CIRCLE INDICATES MIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TS004 FOR PERK CONNECTOR DETAIL. DEFLECTION MEETS L/3GD.00 LIVE AND L/240.00 TOTAL LOAD. —4' 2"6 1 2' 1 (D 1 1 1 CA) 12 1 5 � 1 T1 W5 W@ Ln 1 1 u) 1 W7 N W3 W4 10 B1 1 1 1 1 1 M - - 6'2 Rv=538# U=200# W=8" Rv=356# U=180# W=3" LEFT RAKE = 11" 4 LEFT JIG = 4'9"7 RIGHT JIG = 2'!1"7 DESC . = D2 6' 2 "6 Spec i a I \\�\111''ll'll '�/ �� SEO = 90026 GALVANIZATION - G60 DESIGN CRIT= RISI OTY= 1 TOTAL= 1 �\\ V. 19.Ob2 SCALE=0.5000 AP I E T �(�� J L **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTflLLINC AND BRACING. 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. BRRCIN DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTRS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS5. � •fl No. 17455 +++��,,, Aq : AR / 0 2001 � 1` L '•• LL 20.0 PSF D L 2 5.0 PSF � D L 20.0 PSF 9 LL 0.0 PSF _— VT . LD D. 65.0 PSF REF DATE 03 - 2 0- 2 0 0 1 D R W G B Y TOM ALEXANDER O/R LEN . 60206 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTRLLIiIa AND ARRCINC OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TAUSS/Ci/ST••Florida DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. State o t :•�. ..'��. SPACING 24.0" TYPE Spec Job:(13109) PGA LEARNING CTR / D3 G'2"6 Mono TOP CHORD 33TSC2.75 1.5z2. 75-33-SSKSI BOT CHORD 2BTSC2.75 I.5..2.75-2B-S5KSI WEBS 33W.75,..75 75w.75-33-45KS1 :W3, VS 33W.7S.2.25 .75.2.25-33-4 SKSI: :W4 33W.75x1.5 .75z1.5-33-45KSI: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 6'2•6 THIS DWG. PREHHHEU by IHt HLr INt JUU UtbIUNtm rnuurcnii rmuii inuoo . irn o Ln1uuI SCREWS-I4RMD. CIRCLES SHOW THE MIN. NO. OF BLUE I4AMOBI.25 SCREWS AND MIN. NO. OF RED I4RMORl.5 SCREWS PER MEMBER OF TRUSS. RE' SCREWS ARE APPLIED AT PITCH OREflKS. MIN. SCREW SPRCING AND ENO DIS TRNCE-3/4 SEE OWG. TSDII FOR DETAILS. 110 MPH WIND, 15.00 FT MEAN HOT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. VINO TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. ••s M M Io M Rv=532# U=180# W=8" Rv=361# U=180# W=4" LEFT RAKE = 11" _ DESC J I G D366102 „62Mono \\\```��IGIARIKrfff/,,�RIGHT= JIG GALVANIZATION - G60 DESIGN CRIT= AISI DTY= 49 TOTAL= 49 \` ' REV. 19.Ob2 SCALE=0.5000 AP I E J � 1 SST * * W R R N I N G * * TRUSSES REQUIRE EXTREME CARE IN FABRICRTING, HANDLING, SHIPPING, INSTRL G AND BRACING. 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 INSTRLLAT ION CONTRACTOR. BRRC_I DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGT . ALL DESIGN, ATTACHMENT AND INSTRLLATION OF TEMPORARY AND PERMRNENT BRACING, TO RESIST LRTERRL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. RLPINE ENGINEERED PRODUCT �� INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALL AND BRRCING OF TRUSSES. RN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS- DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. TJ *60—TC n^ �R� r � �"{p1 � A 001 • '. State Of •• (;I'- Florida ',• Florida •••\r\`�'\g /�//F/•E�`:G\\\�``\ LL 20.0 PSF . k D L 25.0 PSF RE DL 20' O PSF = L L 0.0 PSF -TOT. LD . 65.0 PSF REF DATE 0 3- 2 0- 2 0 0 1 DRWG BY TOM A L E X A N D E R O/A LEN . 60206 SPACING 24.0" TYPE mono flflil t11111111� Job:(13109) PGA LEARNING CTR / EJ22-4 21'6"6 Comm TOPCHORD33TSC4.00 2.Sx4.00-33-55KS1 :T2 54TSC4.00 2.5x4.00-54-5 5KS I: BOT CHORD 33TSC4.00 2.5x4.00-33-SSKSI WEBS 33V1.Sx1.5 1.5z1.5-33-45KS1 :W3r V1l 4711 x2.5 1.Sz2.5-47-45K5I: V10 33W1.5x2.0 I.5x2.0-33-45KS1: 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLOC, NOT LOCATED WITHIN B.50 FT FROM ROOF EDGE. VINO TO DL - 5.0 PSF, VINO BC OL - 5.0 PSF. es 2'10" 5 F-�W3njQ, afflulw- THIS DWG. FHEHHHEU HY IHL HLYINE JUn utnluiVLn rmuumm rmuii —u— SCREVS-14RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMDB2.125 SCREWS AND MIN. NO. OF RED 14RMDR2.375 SCREVS PER MEMBER OF TRUSS. RED SCREWS FIRE APPLIED RT PITCH BREAKS. MIN. SCREW SPACING AND END DISTANCE-3/4". SEE DWG. TSD11 FOR DETAILS. IR1 43TSBUC5.0 18q BENT-U CONNECTOR REQUIRED. CIRCLE INDICATES MIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TSO1S FOR PERK CONNECTOR DETAIL. RECOMMENDED CAMBER 1/4- AT MIOSPRN BETWEEN BEARINGS. DEFLECTION MEETS L/3GO.DO LIVE AND L/240.00 TOTAL LORD Q Q Q Q ► vwL rG'JIIIIII __IF ©Q NEEW��w ft 21'4" m 21'6"6 Rv=1518# U=520# W=8" 4111, I j 1"8 1' 1"B } �10• 2 Rv=1369# U=450# W=7- LEFT RAKE = 107 LEFT JIG = 3'3"7 ��\\�1IIIIIIIrI1p� �� RIGHT JIG = 18'8"5 SEO = 90047 DESC . = EJ22 - 4 21 ' 6 "6 Common / GALVANIZATION - G60• DESIGN CRIT= AISI OTY= 16 TOTAL= 1 \\ GLARK /�REV. 19.Ob2 SCALE=0.2500 A P I E T (�� J **WARN I NG ilEilc TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTRCLI� AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURR-- PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. _ * x- IMPORTANT-** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BgACI' DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LaG ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LRTERA- r FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. REPINE ENGINEERED PRODD T�j• INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTA •. AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE % /'•• DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. ��/ ' •• 1 t 7� _•Q W = _ AR 2 Q 2001 = - •Q State Of Florida ' ��'��` T' •. , , •'G\ \ �� TC LL 20.0 PSF T C D L 25.0 PSF D L 20 . 0 P S F BC LL 0.0 PSF TOT.LD. 6S O PSF REF DATE 0 3 - 2 0 - 2 0 0 1 D R W G B Y TOM ALEXANDER 0/A LEN. 120206 SPACING 214. 0 " TYPE c o m n Job:(13109) PGA LEARNING CTR / EJ22-4H 21'6"b Lommon TOP CHORD 33TSC4.00 2.5x4.00.33-55KS1 :T2 54TSC4.00 2.5x4.00-54-5 SKSI= BOT CHORD 33TSC4.00 2.Sx4.00-33-SSKSI WEBS 33W1.5x1.5 1.5x 1.5-33-45KSI :W3 47W1.5x2.S I.5x2.5-47 -45KSI: 110 MPH WINO, 15.00 FT MEAN HGT SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC OL - S.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD 8"5 m 2'10" N 20'8„ 20'10"6 Rv=1484# U=500# W=8" IH1S UWU. 1'KENHKEU CY IHE HLr1Nt JUC) UtbluNtrc rr%uummn rmun muoa rrrn o L.muu' 3-14AMD. CIRCLES SHOW THE MIN. NO. OF BLUE l4RMDB2.125 (R) 43TSBUCS.O 10qq BENT-U CONNECTOR REOUIREO. CIRCLE INDICATES MIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TS016 FOR PERK CONNECTOR DETAIL. RECOMMENDED CAMBER 1/4' AT MIOSPRN BETWEEN BEARINGS. f �11'6"8 1' J"8 1' 10"8 1' 10"B i ¢ I --0�10' Rv=1316# U=430# W=5" LEFT RAKE = 10"7 ,•1..1.1unlliutrq� RIGHT JIG = 18'0"6 LEFT JIG = 3'3"7 .\"''GLAR/C SEO = 1493 DESC. = EJ22-4A 21'6"6 Common .� GALVANIZATION - G60 DESIGN CRIT= RISI OTY= 18 TOTAL= 18 `\ �.••"' ,F ''� REV. 19.Ob2 SCALE=0.2500 r A P I C T SST J L -**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALL G AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL z PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Zi ** IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BR DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LEN ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY FIND PERMANENT BRACING, TO RESIST LATERALFORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PROOU•�. SIGN OR THIS AND RACINGINC. SHALL NOT OF BE RESPONSIBLE ANLENGINEER'S SERLTONNTHISMDRAWINGEAPPLIES ONLYLTO THEHDESIGN,OFNTHELTRU55 ppp ^^' �� . Q ��1 P' �' State Of .• S�,. Florida..G\a``/\\ C LL 20.0 PSF ' C D L 25.0 PSF -`-- 9 DL 20.0 PSF Bc LL 0.0 PSF OT.LD. 65 . 0 PSF REF DATE 0 3 - 2 0 - 2 0 0 1 DRWG BY TOM ALEXANDER O/A LEN. 120206 DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. SPACING 24.0- TYPE comn ' /f 'rrrn rtlttll' d Jock THIS DWG. PREPRRED BY THE RLPINE JOB DESIGNER IM TRUSS MFR'S LRYOUT Job:(13109) PGA LEARNING CTR / EJ7 6'2" CHORD 28TSC2.75 I.SY2./S-2tl -55MS1 CHORD 2BTSC2.75 1.5x2.75-28.55KSI WEBS 33W.75x.7S 75..75-33-45KSI VS 33V.75K2.25 .75x2.25-33-4SKSI: 33V.75a1.5 .75x1.5-33-45KSI: PROVIDE CONNECTION FOR GRAVITY AND UPLIFT REACTIONS SHOWN M M V U Z) t 6'2"S m 6'2"6 Rv=538# U=180# W=8" R=356# U=180# SCREWS-14RM0. CIRCLES SHOW THE MIN. NO. OF BLUE 14AMOB1.25 SCREWS AND MIN. NO. OF RED I4AMORI.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS flRE RPPL IED AT PITCH BREAMS. MIN. SCREW SPACING AND END DISTANCE-3/4-. SEE OVG. TSDII FOR DETAILS. 110 MPH WIND, 15.00 FT MEAN HGT SBC, ENCLOSED BLDG NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. VINO TC OL - 6.0 PSF, WIND BC OL - 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD (r7 (Y) �10 LEFT RAKE = 11" JIG8267'0"8 LEFT JIG = 6'10"12 RIGHT GGALVANIZATION6.2G60End Jock CRIT= RISI OTY= 8 TOTAL= 8 �``��\\\IL I,IIII1��7�7//i V. 19.Ob2 SCALE=0.5000 A P I E r �(�� J L WARN I NG 1F* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING.. AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS FIND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. **I M P O R T R N T** FURNISH A COPY OF THIS DESIGN TO THE INSTALLRTION CONTRACTOR. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, • MAR L o 2001 C LL 20.0 PSF �i +wD L 25.0 PSF B D L 2 0- PSF BC=LL 0.0 PSF -� _ 65.0 T(T . L D . 6 5 . 0 PSF REF DATE 0 3 - 2 0 - 2 0 0 1 D R W G B Y TOM RLEXRNOER 0 / R L E N . 60206 \ INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTRLLINC. AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. �•• State Of �� G`�•, Florida •`O �iS�,•.• •'• \�' PRCING 24.0" TYPE e jack //47� /Irl111111111I\\\\`�\\\ Job:(13109) PGR LEARNING CTR / EJ2-2 TOP CHORD 28TSC2.75 1.5.2.75.2E-55KSI BOT CHORD 213 TSC2. 75 1.5x2.75-28-55KSI WEBS 33Y.75..75 75..75.33-45KS] :W3 33W.75.2.25 .75.2.25-33-45KSI: PROVIDE CONNECTION FOR GRAVITY AND UPLIFT REACTIONS SHOWN. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. 2'2"6 — b End JocK IHIS UWU. YKEF'HKLU by IHt HLI'INL JUO UtbI Lolvtm rnuurcrlri rmurl Inwo Ilrn SCREW 5�14AM0. CIRCLES SHOW TIE M1N. NO. OF BLUE 14RMOB 1.25 SCREWS RNO MIN. N0. OF RED l4RMOR l.S SCflEWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTANCE-3/4% SEE DWG. TSOI1 FOR DETAILS. " MPH VIND, I5.00 FT MEAN HGT, SEC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, VINO TC OL - 5.0 PSF, WINO BC OL - 5.0 PSF. 12 1 5 v7 i 1 W 5 P ss W3 W4 10* 1 1 1 Net' — cv • :: 2'2"6 Rv=321# U=180# W=8" R=53# U=180# LEFT RAKE = 11" LEFT JIG = 2'7" RIGHT JIG = 3'0"8 DESC . = EJ2 -2 2 ' 2 "6 End Jack \\\\\\\Inuuunu�//�� SEO = 805 GALVANIZATION - G60 DESIGN CRIT= RISI OTY= 3 TOTAL= 3 ��\\`` CLARK ��ii/, REV. 19.Ob2 SCALE=0.5000 R P I E T �(�� J L * * W R R N I N G ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. 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. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS FILL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERRL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLI CI, AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS- DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. •' r Q (,/�� /• / � t � n IAR 2 O 2001 • •� State Of GjS Florida • �`O� �i�� T '. ••G� �� LL 20.0 PSF D L 2 5.0 PSF _�DL 20. 0 PSF _ 86 LL 0.0 PSF tbT . LD . 65.0 PSF REF - DATE 0 3 - 2 0 - 2 0 0 1 DRWG BY TOM ALEXANDER O/R LEN . 20206 SPACING 24.0" TYPE enck Job:(13109) PGA LEARNING CTR / CJ5M 4'3"2 Jock TOP CHORD 20TSC2. 75 1.5.2.75-2B-55KSI BOT CHORD 2BTSC2.75 1.5.2.75-2B-55KS1 WEBS 33W.75..75 .75..75-33-4SK51 :W3, V5 33W.75.2.25 .75.2.25-33-45KSI: 110 MPH WINO 15.00 FT MEAN MGT SEC, ENCLOSED BLO6, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WINO TIC OL - 5.0 PSF, VINO BC OL - S.0 PSF. ..... BEARING RNRLOG MODIFIED! ..... Ln Ln N I C3 ,N 4 m 4'2"6 "2 m N N Rv=411# U=180# W=8" Rf*B79f64# U=20f)1N80# I CD N N sm THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM IHUSS M H -5 SCREWS-14AM0. CIRCLES SHOW THE MIN. NO. OF BLUE 14AMOBI.25 SCR AN MIN. NO. OF RE" l4RMORl.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED FIT PITCH BREAKS. MIN. SCREY SPRCING AND ENO DISTANCE-3/4'. SEE OWG. TSO11 FOR DETAILS. NEGATIVE RERCTIONCS7 OF -264W MR%. (SEE BELOW) FROM R NON -VINO LORD CASE REQUIRES UPLIFT CONNECTION. PROVIDE CONNECTION FOR GRAVITY FIND UPLIFT REACTIONS SHOWN DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. �12'2"6 �10' LEFT RAKE = 11" ,lluuwfun RIGHT JIG = 5'0"8 LEFT J I G = 4' 8" 14 ��``�� LARK %�� S E O = 933 DESC. = CJ5M 4'3"2 Jock GALVANIZATION - G60 DESIGN CRIT= AISI OTY= 2 TOTAL= 2 .�`�� G•"'••:tits '� EV. 19.Ob2 SCALE=0.5000 AP I E T (� J L_ -** W R R N I N G** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRRCING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL _5 PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. ** I M P 0 R T R N T * * FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRRCING= DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS.= ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRRCING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PROOUCTS� LIN SHALL AND BRRCINGNOT OF BRUSSES RESPONSIBLE ENGINEERYSOSERLTONNTHISMTHIS ORflWINCESIGN OR RPPLIES ONLDYLTOGTHEHOESIGN' FNTHE LTRLISS DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. \ •• e M R Z 0 20 1 i'Id11� ��• State Of """i,C� Florida '` . FR" "ENS', L L 20.0 P S F L 25.0 PSF L 20.0 P S F 6 =' BC �L 0.0 PSF 65 . 0 PSF �- LD •INC. R E F DATE 0 3 - 2 0 - 2 0 0 1 D R W G B Y TOM ALEXANDER 0/R LEN . 40302 PACING 24.0" TYPE jack /llfluCnnUNt� Job:(13109) PGA LEARNING CTR / CJ3M 2'3"2 Jack TOP CHORD 28TSC2.75 1.5x2.75-2B-55KSI BOT CHORD 28TSC2. 75 1.5x2.75-28-55KSI WEBS 33W.7Sx.75 75x.7S-33-45K5] :V3, WS 33W.75x2.25 .7Sx2.25-33-45KSI: PROVIDE CONNECTION FOR GRAVITY FIND UPLIFT REACTIONS SHOWN. DEFLECTION MEETS L/3GO.00 LIVE AND L/240.00 TOTAL LORD. 8"5 t ..3 11 . 4 ..6 ni CD � 10 ' ,N 2' - m �-�— 2 ' 2 "6 Rv=267# U=180# W=8" R5---TFJ# UlJ--ll®I# W=3 "8 THIS DWG. PREPARED BY THE ALPINE JUb UEbIUNEK rItUUKMN rKUI iKUSa F!rr% a LnIUV1 SCREWS-14AMD. CIRCLES SHOP THE MIN. NO. OF BLUE I4AMOB1.25 SCREWS AND MIN. NO. OF RED 14AMORl.S SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. BCREW SPACING AND ENO OISTANCE-3/4'. SEE DWG. TSO11 FOR OETRILS. 110 MPH VINO, 1S.00 FT "ERN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF WINO TC OL - 5.0 PSF, VINO BC OL - 5.0 kF. ..... BEARING ANALOG MODIFIED! ..... LEFT RAKE = 11" r = 9433.0..8 LEFT JIG = 2'7" ��``��\\ICLARIJ(!�li��/i RIGHT DESC. = CJ3M 2'3"2 Jack GALVANIZATION - G60 DESIGN CRIT= AISI OTY= 2 TOTRL= 2 �. .,w REV. 19.Ob2 SCALE=0.5000 AP I E T SST L ��' W R R N I N G TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTRLt7NG FIND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _ I M P O R T A N T FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS' ALL DESIGN, ATTACHMENT AND INSTRLLRTION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LRTERRL = FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUC%' INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLTN AND BRACING OF TRUSSES. AN ENGINEER'S SERL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS, DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. �'' •• C' f i . 1 / 11 L O �/�� 1I �j .� State of •• 41 ; /S;.• Florida •`�4'�� TF •• ••NG ��\ LL 20.0 PSF VC ❑ L 2 5.0 PSF C JL 20.0 PSF �C LL 0.0 PSF _ 7oT.Lo. 65.0 PSF REF DATE 0 3 - 2 0 - 2 0 0 1 D R W G B Y TOM ALEXANDER 0/R LEN. 20302 SPACING 24.0" TYPE jack THIS DWG. PREPRRED BY THE RLPINE JOB IGNER PRUGRHM FRUM IHUSb MFIt 5 LMYUUI (13109) PGR LEARNING CTR / HJ7 8'7"11 Hip Jack Girder :W3, V9 33W.75x2.25 .7SK2.25-33-45KSI: PROVIDE CONNECTION FOR GRAVITY FIND UPLIFT REACTIONS SHOWN. THE FOLLOWING TRUSSES NEED CONCENTRATED LORDS AT THE END OF THEIR OVERHANGS: 3- 0- 0 SPRN/SETBACK MEMBER ON THE O- 1-14 CANT SIDE REQUIRES 22 LBS AND THE 3- 0- 0 SPRN/SETBACK MEMBER ON THE 0- 1-14 CANT SIDE REOUIRES 22 LBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. N Cf) m w 8"5 t 51# 9'9"5 SCREWS-14flM0. CIRCLES SHOW THE MIN. ND. OF BLUE 14RMOB1.25 SCREWS FIND MIN. N0. OF REO 14RMORI.S SCREWS PER MEMBER OF TRUSS. REO SCREWS RRE APPLIED RT PITCH BREAKS. MIN. SCREW SPACING AND END DISTANCE-3/4^. SEE DUG. TS011 FOR DETRILS. "0 MPH VINO LS.00 FT MERN HGT, SBC, ENCLOSED BL?6 LOCATED RNYWHERE IN ROOF VINO TC OL 5.0 PSF, WIND BC OL - 5.0 PSF. SUB -FASCIA BERM ASSUMPTIONS: 3- 9-ll SUB-FRSCIR BERM ON THE 0- I-l4 CANTILEVER SIDE. 3- 9-11 SUB-FRSCIR BERM ON THE O- 1-14 CANTILEVER SIDE. HI JACK SUPPORTS 6- 1-14 SETBACK JACKS V/VERT OVER BEARING ONLY. 0- 1-14 CANT ONE FACE, 0- I-14 CANT OPPOSITE FRCE. N CY) m 8'8••7 - Rv=625# U=520# W=11"5 R=765# U=630# �10' LEFT RAKE = 1'1"7 LEFT JIG = 9'2"9 RIGHT JIG = 9'9"5 DESC . = HJ7 8' 7"11 H i p Jack G i rder \\��`��\ CLARK ,1///,,� REV. 19. Ob2 SCALE =0.50007 GALVANIZATION - G60 DESIGN CRIT= RISI OTY= 1 TOTAL= 1 � •• ••.l'1i r AP I G T ScT J L -*W R R N I N G** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALL` NG AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTRCHEO STRUCTURAL PANELS RND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRRC Q DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LEN MS." ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PROOU-ES��+y�` INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HRNOLING, SHIPPING, INSTAL �1G AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRL15,S, DEPICTED HERE FIND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. '• F c / h'.A� 1? V 2001 1 L {j I! 'v: ; '- State Of • 4�\ ' S •.• Florida • ��'\\� ••�G�\\\\\\ T D L L 20.. 0 PSF C D L 2 5 G PSF _ DL 20 • O PSF ` C LL 0.0 PSF -TOT . LD . 65 - O PSF R E F DR T E 0 3- 2 0- 2 0 0 1 DRWG BY TOM ALEXANDER 0/R LEN . 80711 SPACING See above SPACING TYPE h i _ jack Job:(13109) PGA LEARNING CTR / HJ2-2 2'11"13 Hip Jack Girder TOP CHORD 2BTSC2.75 1.5x2.75.2B-55KSI BOT CHORD 2BTSC2.75 1.5x2.75-2B-55KSI WEBS 33V.75x.75 75x.75-33-45KS1 :W3 33W.75x2.25 .75x2.25-33-4SKS1: PROVIDE CONNECTION FOR GRAVITY AND UPLIFT REACTIONS SHOWN. DEFLECTION MEETS L/350.00 LIVE AND L/240.00 TOTAL LORD. 3'0-9 12 3.514 p WD 5 N210 N- 2'9"15 3'0"9 - Rv=396# U=180# W=11-5 R=107# U=180# THIS DWG. PREPRRED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LRYOUT SCREVS-14RM0. CIRCLES 5MOW THE MIN. NU. OF BLUE 14RMOBI.ZS SCREWS FIND MIN. N0. OF RED 14SMD I.S SCREVS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED RT PITCH BREAKS. MIN. SCREW SPACING AND ENO OISTRNCE-3/4". SEE DWG. TSOII FOR DETAILS. 110 MPH WIND, 15.DO FT MEAN HOT, SBC, ENCLOSED BLOC, NOT LOCRTEO WITHIN 4.50 FT FROM ROOF EDGE. VINO TC OL - 5.0 PSF, VINO BC DL - 5.0 PSF. LEFT RAKE = 1'17 LEFT JIG = 3'4" DESC. = HJ2-2 2'11"13 Hi Jack Girder GALVANIZATION - G60 ()ESIGN CRIT= RISI ❑TY= i TOTAL= 1 ** W R R N I N G ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTR4 C AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURRL! AP I E PANELS FIND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGI❑ CEILING. **IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRAT T S T DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING L(ALI ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY FIND PERMANENT BRACING, TO RESIST LATER FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRO INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INS AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE T DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. P lliW11i!(1" 71 /7j/i/i, REV. • • .i a TC LL TC OIL fC D L MAR Z 0 2001 BC LL �I�OT.LD State Of • '� i' Florida 41 RIGHT JIG = 4'1"8 19.Ob2 SCALE =0.5000 20.0 PSF REF 25.0 PSF DATE 03-20-2001 20.0 PSF DRWG BY 0.0 PSF TOM ALEXANDER 65. 0 PSF O/R LEN . 21113 %,,STF' •G�ao`�� SPACING 24.0" TYPE h i _ jack THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT ob : (13109) PGA LEARNING CTR / PB 1 TOP CHORD 20TSC2.75 1.Sx2.75-2B-55KSI 007 CHORD 28TSC2.75 1. 5x2. 75-2B-55KSI WEBS 33W.75..7S .75..75.33-4SK51 :V4 33V.75x1.5 .75xi.5 -33 •45KSI: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD SEE DWG TSD26 FOR VALLEY DETAILS. -�- - 6 ' 9 "3 co CD m LEFT RAKE = 7"2 LEFT JIG = 6'8"12 DESCANIZATION - G60 R PI E T SST L 7'3"4 SCREWS-I4RMD. CIRCLES SHOW THE MIN. NU. OF BLUE 14RMOB1.25 SCREWS AND MIN. N0. OF RED 14RMOR1.5 SCREWS PER MEMBER OF TRUSS. RE SCREWS RRE RPPLIEO FIT PiTCH BREAKS. MIN. SCREW SPACING AND ENO 0[STRNCE-3/4'. SEE OVG. TS011 FOR 0ETR1L5. 110 MPH WIND, 15.00 FT MEAN HOT, SBD, ENCLOSED BLDG, NOT LOCATED WITHIN B.50 FT FROM ROOF EDGE. VINO TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. 4 co 0 cy) 10"B R=121p1f W=7'3"4 DESIGN CRIT= RISI OTY= 58 TOTAL= 58 **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTRLLIN AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY RTTRCHEO STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTRCHEO RIGID CEILING. **IMPORTANT*)* FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRAG-IG DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LEr ALL ❑ESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY FIND PERMANENT BRACING, TO RESIST LATERR FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PROOINC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING,INSTAND BRACING OF TRUSSES. RN ENGINEER'S BERL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OFTH DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. i ' RIGHT JIG = 6'8"2 SEO = 1487 REV. 19.Ob2 SCALE=0.5000 �`.j.? • .Fe//%% �� - • • I • to ' F •' 0 2 • State Of .� �/ c,�;• Florida '\�`�� TC LL 20.0 PSF C DL 25.0 PSF EC DL 20.0 PSF _ LL 0.0 PSF tT.LD. G5.0 PSF REF DATE 03 -20 -2001 DRWG BY TOM RLEXRNDER O/A LEN. 703OLI SPACING 24.0" TYPE va I Job : (13109) PGA LEARN I N TOP CHORD 2BTSC2.75 1.5x2.75-28-55KSI BOT CHORD 29TSC2.75 1.5x2.75-2B-55KSI WEBS 33W.75x.75 .75x.75-33-45K51 110 MPH WIND, 15.00 FT MEAN MGT, SBC, ENCLOSED BLOC LOCRTEO ANYWHERE IN ROOF, PS VINO TC OL - LO PSF, WINO BC OL - 5.0 F. SEE OWG TS026 FOR VALLEY DETAILS LEFT RAKE = 7"2 LEFT JIG = 4'8"8 GGALVANIZATBION - GGO R PI E T Plu SST L fR / PB2 16'10"5 THIS OWG. PREPHREU UY IHE HLhYINt JUb UtbIUNtn ..I uann rIRrIFS RHnW THE MIN. NO. OF BLUE 14AMOBl.25 (A) 33TSBUC3.5 2Dq BENT-U CONNECTOR REQUIRED. CIRCLE INDICATES RIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE ORRWING TSOO4 FOR PERK CONNECTOR DETAIL. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. DESIGN CRIT= AISI OTY= 1 TOTRL= 1 ** W R R N I N G * * TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTRI AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS FIND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. *'* I M P O R T R N T * * FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRHI DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LEND ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMRNENT BRRCING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PROOUC' INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HRNOLING, SHIPPING, INSTAL AND BRRCING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING RPPLIES ONLY TO THE DESIGN OF THE DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. R=126PIf 5 CY) N N W=16'10"5 ` RIGHT JIG = 11'7"9 Lc.ARK rrrrr7j7jii- REV . 19 .Ob2 SCALOE =0 .3750 I. W4 O? TC LL 20.0 PSF REF DRTE 03 -20 -2001 �'• wl- TC DL 25.0 PSF DRWG BY ` DL 20.0 PSF TOM RLEXRNDER I MAR 2 0 2001 HC ILL 0.0 PSF O/R LEN. 161005 • TOT.LD. 65.0 PSF ~ • State Of '� iS;T^ SPACING 24.0" TYPE vol Florida •`;,�'4'\�: /7j"rrrtIE ID I I tt\0�� Job:(13109) PGA LEARNING CIR / HbJ TOP CHORD 28TSC2.75 I.Sx2.75-28-55KSI :12 3315C2.75 1.5x2.75-33-5 SKSI: BOT CHORD 33TSC2.75 1.5x2.75-33-SSKSI WEBS 33W.75x.75 .7S..75-33-45KSI IIO MPH WIND, 15. 00 FT KERN HCT, SBL, ENCLOSED BLDG, NOT LOCRTEO WITHIN 4.SD FT FROM ROOF EDGE. WIND TC OL - 5.0 PSF, WINO BC DL - 5.0 PSF. SEE OWG TS026 FOR VALLEY DETAILS I 1'4"13 i 16'10"S IH1S UWU. HHENHRtU dT IHt HLr1Nt JUO utaluivtm rnuunnri rr%uii inuoo iitn o uu1 SCREWS-148MO. CIRCLES SHOW THE MIN. NO. OF BLUE I4RMOB1.25 SCREWS AND MIN. NO. OF RED 14RMOR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIEO AT PITCH BREAKS. MIN, SCREW SPACING AND END DISTANCE-3/4'. SEE OWG. TSO11 FOR DETAILS. (A) 33TSBUC3.5 20qq BENT-U CONNECTOR REOUIRED. CIRCLE INDICATES MIN. SCREW OTV. THRU CONNECTOR OVERLAP. SEE DRAWING TS004 FOR PERK CONNECTOR DETAIL. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD R=126PIF W=16'10"5 -ITT "B LEFT RAKE = 7"2 - LEFT JIG = 2'6"9 RIGHT JIG = 13'6"1 GGALVAN I ZATBI ON - G60 DESIGN CR I T= R I S I OTY= 1 TOTAL= 1 \\\`GIARIic L,ii, REV. 19 .Ob2 ' SCALOE =0. 3750 C A P I E T �(�� J L ** W R R N I N G** TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTR IN IC (:� �i AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL, PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. / M P O R T R N T** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BR_BC I / DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LE HS. MAR 2 0 2001 FILL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LRTERR V FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PROD GTS. ' - T C L L 20.0 P S F T C D L 25.0 PSF E D L 20.0 PSF C LL 0.0 PSF TOT . LD . 65 . 0 PSF R E F D R T E 0 3- 2 0- 2 0 0 1 D R W G B Y TOM RLEXRNDER 0/R LEN . 161005 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INST L4I State Of DEPICTED HEREFANDUSHALL NOT BEGRELIED UPON INNANYI OTHERWWAY.RPPLIES ONLY TO THE DESIGN OF THE �// ST••Florida••G\�`�\�c SPACING 24.0" TYPE va i rder THIS DWG. PREPARED BY THE ALPINE JOB R PROGRAM FROM TRUSS MFR'S L ob:(13109) PGA LEARNING CTR / FG1 4' F TOP CHORD 28TSC2.75 1.5.2.75-28-55KSI BOT CHORD 28TSC2.75 1.5.2.75-28-55KSI WEBS 33W. 75w.75 .75w.75-33-45KSI SPECIAL LORDS TC -Fron 190 PLF of 0.00 to 190 PLF of 3.94 TC - Fron 90 PLF of 3.94 I. 90 PLF of 4.00 BC - Fron 40 PLF of 0.00 to 40 PLF of 4.00 DEFLECTION MEETS L/480.00 LIVE AND L/36D.00 TOTAL LORD. 4' cY� �12 4 — 4' Rv=460# U=180# W=8" Rv=454# U=180# W=8" SCREWS-14AM0. CIRCLES SHOW THE MIN. NO. OF BLUE I4RMDBI.2S SCREWS FIND MIN. N0. OF RED 14AMORI.S SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND ENO DISTANCE-3/4-. SEE DWG. TSD11 FOR DETAILS. ••+LORDING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED BY TRUSS FABR[CRTOR••• 110 MPH VINO, 15 .00 FT MEAN HIT, SBC, ENCLOSED BLOG NOT LOCRTEO WITH [N 8.50 FT FROM ROOF EDGE. WIND TC OL - U PSF, VINE BC DL - 5.0 PSF. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP DESC JIG FG1 4'1FInt GALVANIZATION - G60 Girder DESIGN CRIT= RISI OTY= 1 TOTAL= 1 ��ARKllf��7��// �` G ••wF ///, REV. 19.Ob2 RISEDT = 822372"15 SCALE=0.5000 j�' AP I E T CT J I L **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTAL \\\ AND BRACING. 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. BAR NO DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LE T11S. ALL DESIGN, ATTACHMENT FIND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERR FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PROD CT.. .. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTR NG FIND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS GRAVING APPLIES ONLY TO THE DESIGN OF THE TRUS�' DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. • ^ n (] pw 1�01 [\ V iii... • ' �. grate Of 'w C Florida ••�' \ �\\ //TFR•• ••LNG\\\\\ T C L L C D L EK DL BG LL �oT.LD. 20.0 2 5.0 20.0 0.0 65.0 PSF PSF PSF PSF PSF R E F DATE 0 3 - 1 6 - 2 0 0 1 DRWG BY TOM ALEXANDER O/A LEN. 4 SPACING See above TYPE F lot Job: ( 09) PGA LEARNING CTR / MG1 19'2"6 C2.75 I.Sx2.75-33-55KSI C2.75 1.5x2.7S-28-55KSI 75..75 75x.75-33-45KSI :V3, V8 33V.75x2.25 .75x2.25.33:45KSI: :V4, V6, W7 33V.75x1.5 .75x 1.5 -33-45KSI: SPECIAL LORDS TC - Fro. 90 PLF at -0.93 to 90 PLF of 19.20 BC - Fron 4 PLF of -0.93 to 4 PLF of 0.00 BC - Fron 40 PLF T 0.00 to 40 PLF of 19.20 TC - 100 LB Conc. Loud of 19.02 SPECIAL CONNECTION REOUIREO FOR CONCENTRATED LORD. CONCENTRATED LORDS TO BE ATTACHED TO THE VERTICAL WEBS. SEE OWGS TSO01 AND/OR TS022 FOR CONNECTION DETAILS. IR1 CONTINUOUS LATERAL BRACING REQUIRED. SEE DVGS TSO15 RNO T5019 FOR STEEL.TRUSS BRACING CONNECTION DETAIL. LfJ a7 OD T 8"5 <n nd Jack Girder THIS DWG. PREPARED BY THE ALPINE JOB DESI -CREWS-IRRMO. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMOBI.25 5CREVS AND MIN. NO. OF RED 14AMORI.S SCREWS PER MEMBERSG iRU55. REO 5CREVS RRE RPPL IEO Ri PITCH ORE KS. MIN. BCREV SPACING AND ENO DISTANCE-3/4-. SEE DWG. TS 011 FOR DETR ILS. •.•LORDING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, FIND MODIFIED BY TRUSS FABRICATOR... 110 MPH VINO 28.4E FT MEAN HOT, SEC ENCLOSED BLOC LOCATED ANYWHERE IN A OF WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 kF. DEFLECTION MEETS L/480.00 LIVE AND L/360.00 TOTAL LORD 1 o of 19'0"3 _ 19'2"6 — 3'2"6 16' _ 19'2"6 R=168P I F ..9 0� Ln ID OD 00 cc _424' W=16' PROGRAM FROM TRUSS MFR'S LAYOUT LEFT RAKE = 11" ° LEFT JIG = 20'11"11 \ ��"LARf(,"7�7 // RIGHT JIG 1 20'0"8 DESC . = MG 1 19 ' 2 "6 End Jack Girder �� r7�/ SEE = 9500 GALVANIZATION - G60 DESIGN CRIT= AISI OTY= 2 TOTAL= 2 o G•A)i ly p EV. 19.Ob2 SCALE =0.2500 C AP I E T (�� I J L WRRNING AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS FIND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. iIEiIE jlEilE TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTRLLIrMA **IMPORTANT-* FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACIN1(! DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHf'%BE- ALL DESIGN, ATTACHMENT RND INSTRLLRTION OF TEMPORARY RND PERMANENT BRACING, TO RESIST LATERAL - FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCT ; INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALL �' AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS" DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I 2001•Bs �. tate Of Cj••• Florida J///�TF'• •'NG�\\\ �C LL 20.0 PSF i D L 2 5.0 PSF DL 20O PSF LL. 0 . O PSF TJT.LD. 65. 0 PSF REF DATE 0 3 - 1 6 - 2 0 0 1 DRWG BY TOM ALEXANDER DMA LEN. 180206 SPACING See obove TYPE e jack Job=(13109) PGA LEARNING CTR / HJ20 27'0"5 Hip Jack Gi r THIS DWG. PREPRRED BY THE ALPINE JOB DESIGNER PROGRRM FROM TRUSS MFR'S LAYOUT WEBS 33V 1.5x1.5 I.S.-K5-33-4SKSI :WS 47W1.5x2.5 1.5.2.5-47 -45KSI: THE FOLLOWING TRUSSES NEED CONCENTRATED LORDS AT THE END OF THEIR OVERHANGS: B- 0- 0 SPRN/SETBRCK MEMBER ON THE 3- 1-14 CANT SIDE REQUIRES 266 LBS AND THE e- 0- 0 SPRN/SETBRCK MEMBER ON THE 3- I-14 CANT SIOE REQUIRES 266 LBS. HIPJRCK SUPPORTS 1 9 - l- 5 SETBACK JACKS. JACKS UP TO 7- HAVE NO WEBS. LONGER JACKS SUPPORTED TO BC. 3- 1-14 CANT ONE FACE, 3- 1-14 CANT OPPOSITE FACE. 366# r• • 27'0"12 TRUSS. RED SCREWS HAL HHHLIEU MI YIII:H o no n n SPACING AND END OISTRNCE-3/4'. SEE OVG. T5011 FOR DETAIL 110 MPH WINO, 2B.50 FT MEAN HOT, SBC ENCLOSED BLDG LOCATED ANYWHERE IN R60F, WINO TC OL • 5.0 PSF, WIND BC OL - 5.0 PSF. SUB-FRSCIR BEAM ASSUMPTIONS: B- 9-10 5 B-FRSCIA BERM ON THE 3- 1-14 CANTILEVER SIDE. B- 9:0 SUB-FRSCIR BERM ON THE 3- 1-14 CANTILEVER SIOE. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD -4'5"8 22'7"4 - m - - 27'0"12 R=432pIF co 23 W=22'6"12 -2 4 ' LEFT RAKE = 1 ' 2 "4 �uI[iiiil'rrt LEFT JIG = 28'3"12 Jack �\\\��"•• rr�RIGHT JIG = 28'2"6"F%AO8755TI2765 Hip DSNRITVGGALANIZAON G0EGCRISI OTY= 4 TDTRL= 4 EV . 19.Ob2 SCALE =0.18 C A P I E TAS T J I AFIND **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALL_ G AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HRVE PROPERLY ATTACHED STRUCTURAL _= PRNELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. * * I N P 0 R T A N T FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRT ION CONTRACTOR. BRACING DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHRLL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCT , i INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTAL NG INNANYI OTHHERWWAY ING APPLIES ONLY TO THE DESIGN OF THE US - DEPICTEDI HERENG FFIND SHALL NOT BETRUSSES. FIN GRELIEDSUPONSEAL �•� Q 4 5 • i Y 1� State Of .� Gl•. Florida • ��%//S T��• ED ��,NG��\\\ .TC LL 20.0 PSF Te_ OL 2 5. 0 PSF S DL 20.0 PSF L O.0 PSF -0T . LD . 65 .0 PSF REF DATE 0 3- 1 6- 2 0 0 1 DRWG BY T 0 M AL E X A N D E R O/A LEN . 270005 - SPACING see obove TYPE spec Job:(13109) PGR LEARNING CTR / EJ20 19'2"6 End Jc THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT SOT CHORD 43TSC2.75 1.5w2.7S-43 -SSKS3 VESS 33V.75x.75 .75�.75-33 -45N5[ :Y3, V7 33W.75x2.25 75x2.25-33-45KS1: :V6 33W .75a1.5 .75x1.5-33-45K5[: (R) CONTINUOUS LATERAL BRACING REQUIRED. SEE OVGS TSO15 AND IS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL. m 19'2"G SPACING AND ENO OISTANCE-3/4'. SEE OWG. TSU11 FUM Ut —L 110 MPH VINO 28.SO FT MEAN HGT BBC, ENCLOSED BLD6„ NOT LOCATED WITHIN S.50 FT FROM ROOF EDGE. WINO TC OL - 5.0 PSF, VINO BC OL - 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD -e-3'2"6 16' -- 19'2"6 R=161PIf ••9 7 m R) co W=16' Ln OD �24' LEFT RAKE = 11" LEFT JIG = 20'11"11 RIGHT JIG = 20'0"8 N 19.Ob2 SC=0.500GGAANIZAN G0DESIGN CRIT= RISI OTY= 104 TOTAL= 10 cLARKREV. ALE28LVTIO1966 End ES �� •�� LL 20.0 PSF REF **WARNING-** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALL IITG ' •C r I ly e C AND BRRCING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL 1 PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. 4 C D L 25.0 PSF DATE 0 3- 1 6- 2 0 0 1 AP I E �D I 20.0 P S F D R W G BY * * IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRAE NG.' ❑EPICTEO ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENOEHS.- `, }� q 1 }� J��! ,4 = 9D LL• 0.0 PSF TOM ALEXANDER T SST J ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL :. 1'f v `66&!l01 . 0 R L E N . 180206 FORCES FIND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS, " 3'0 T . L D . 65.0 PSF INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALL . State Of AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OFTHE TRa DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. ,�<i/ •Florida �. �� SPACING 24.0" TYPE spec E'p Job:(13iO9) PGR LEARNING CTR / CJ19 18'3"2 Jock TOP CHORD 33TSC2.75 I.Sx2.75.33-55KSI 90T CHORD 2BTSC2.75 I.Sx2.75-2B -SSKSI WEBS 33W.75- 75 .75x.75-33-45KSI :W3, W7 33W.75x2.25 75x2.25-33-45KSI: :V6 33W.75x1.5 .75x1.5.33-45KSI: . TSOIS IRI CONAND TSOI95FORTERAL STEELSRRCI TTRUSSOBRACINGREOUI ED. SEE CCONNECTIONSDETAIL. 18'2"6 -3'2"6 15' m 18'2"6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT SCREWS AND MIN. NO. OF RED I4RMURI.S 5-- TRUSS. RED SCREWS FIRE RPPLIEO RT PITCH BREAKS. M[N. SCft SPACING RNO END OISTRNCE-3/4'. SEE DWG. TSOII FOR DETRIL 110 MPH WIND, 2B.29 FT MERN HOT SBC ENCLOSED BLOC, NOT LOCATED WITHIN 4.�0 FT FROM ROOF EDGE. WIND TO OL - 5.0 PSF, WIND BC OL - 5.0 PSF. DEFLECTION MEETS L/350.00 LIVE FIND L/240.00 TOTRL LORD "2 7 In CV M Cb co --o24 R=164piF W=14'il"9 LEFT RRKE = 11" LEFT JIG = 19'10"11 DESC. = CJ19 18'3"2 Jock GALVANIZATION - G60 DESIGN CRIT= RISI OTY= 8 TOTAL= 8 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTRI C AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL AP I E PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. * * I M P 0 R T A N T * * FURNISH A COPY OF THIS DESIGN TO THE INS TRLLATION CONTRACTOR. BRAI T DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENG `J J ALL DESIGN, ATTACHMENT ANDIS OF TEMPORARY AND PERMANENT BRACING, TO RESTS T LRTERRL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUI INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTRL AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS ❑RAWING APPLIES ONLY TO THE DESIGN OF THE T DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. RIGHT JIG = 19'0"8 19.Ob2 SCALOE=0.25000 20.0 PSF REF 25 . 0 PSF DATE 03 - 16 -2001 20.0 PSF DRWG BY MAR 16 2001 : B(;—; ILL. 0 • 0 PSF TOM ALEXANDER T5T . LD . 65 . 0 PSF O/R LEN . 180206 •• State Of r Florida •`�' •��. PACING /��/n, • E D • .. •, �� ARK RREV. 9TC ILL�C D L 24.0" ITYPE e jack Job:(13109) PGA LEARNING CTR / CJ17 16'3"2 Jack TOP CHORD 33TSC2.75 1.5.2.75-33-SSKSI BOT CHORD 28TSC2.75 1.5.2.75-28-SSKSI WEBS 33W.75- 75 .75..75-33-45KSI :W3, W7 33W.75.2.25 .75.2.25-33-4SKSI: :WS 33W. 75.1.5 .75.1.5-33-4SKSI: DEFLECTION MEETS L/3GO.00 LIVE FIND L/240.00 TOTAL LORD. Ir-"7"r_ M 16'2"G THIS DWG. PREPARED BY THE ALPINE JC SCREVS-14RM0. CIRCLES SHOV THE MIN. NO. OF BLUE I4AMOBI. SCREW RND DIN. N0. OF RED 14flM0A .5 SCREWS PER nEM8ER OF TRUSS. flE0 SCREWS PRE APPLIED RT PITLH BREAKS. MIN. SLR SPACING AND ENO OISTRNCE-3/4-. SEE DWG. TSO11 FOR DETAIL 110 MPH WIND 27.B7 FT MEAN HGTENCLOSED , NSBC WINO TC OLLO�5.0 PSF, WIND T NOT WIND BCOL-45.FROM ROOF EDGE. 0 PSF 7 IGNER PROGRAM FROM TRUSS MFR'S LAYOUT NK LIB N R=169PIf W=12'11-9 Y LEFT RAKE = 11" LEFT JIG = 17'8"11 �,uIIIIIIIIIriu�� RIGHT JIG 1 17'0"8 GGALVANIZATION 16G602 JackDESIGN CRIT= RISI OTY= 8 TOTAL= 8 ��\,G1;ARK• ,�� REV. 19.Ob2 SCALOE=0.37508 A P I E T S T * * W R R N I N G * * TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLIN AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURRL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. - * * I M P 0 R T R N T * * FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACING ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS- ROLL DESIGN, ATTACHMENT FIND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL ROLL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCT INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALL G% AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TR DEPICTED HERE RNO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. / np�F1 j� [� 2 0U} y :J MAP, a State Of Cj••, Florida �/T� ' • `� NG�`\ �C LL 20.0 PSF r> D L 25.0 PSF '( QL 20.0 PSF _ g� L L 0.0 PSF _— sT . LD . 65.0 PSF REF DATE 0 3- 1 6- 2 0 0 1 DRWG BY T O M A L E X A N D E R _ O/A LEN . 160206 SPACING 24.0" TYPE e jack /70 00/mIIOw.,,o 1 Job:(13109) PGR LEARNING CTR / CJ15 14'3"2 Jack TOP CHORD 33TSC2.75 1.5.2.75-33-SSKSI BOT CHORD 33TSC2.75 1.5.2.75-33-SSKSI WEBS 33W.75- 75 .75- 75-33-45KSI :V3, V6 33V .75.2.25 .75.2.25-33-45KSI: :W4, VS 33V. 75.1.5 .75.1.S-33-45ttSi: (R) LONTINUDUS LRTERRL BRRCING REQUIRED. SEE DVGS TSD15 FIND TSD1S FOR STEEL TRUSS BRRCING CONNECTION OETAIL. ID I Ll I �) - P, m 14'2"6 THIS DWG BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAY( SPACING AND ENO DISTANCE-3/4'. SEE DWG. TSOII FOR OEIHIL 110 MPH WIND, 27.46 FT MEAN HOT, SBC ENCLOSED SLOG, NOT LOCATED WITHIN 4.60 FT FROM ROOF EDGE. WIND TC OL • 5.0 PSF, WIND BE OL - 5.0 PSF. DEFLECTION MEETS L/360.OD LIVE AND L/240.00 TOTAL LORD. -2 In (D N CD CD �24' R=176pl W=10'11-9 LEFT RAKE = 11" LEFT JIG = 15'6"11 RISEOT JIG14765'0"8 LT I Ni42Jack GGAVANIZAOG60ESIGN CR I T= A I S I OTY= 8 TOTAL= 8 �t-1 II lirJ�"77/i7 REV. 19 : Ob2 SCALE =0 . 3750 **WRRNING '•F �' TC LL 20.0 PSF REF jIFiK TRUSSES REQUIRE EXTREME CORE IN FABRICATING, HANDLING, SHIPPING, INSTALL � ••i r AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL C D L 25.0 PSF DATE 0 3 - 1 6 - 2 0 0 1 AP I C PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. y „, * *IMP 0 R T R N T ** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRRGI DL 20 . O. PSF DRWG BY T ^(�� ❑EPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENG S.. I}(a �� LL 0.0 PSF TOM ALEXANDER SST L RLL DESIGN, ATTACHMENT FIND INSTALLATION OF TEMPORARY AND PERMANENT BRRCING, TO RESIST LRTERRL _ AR , _ FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODU TS, .TOT.LD. 65.0 PSF O/A LEN. 140206 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INST Lt�S1'•• AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE RG'`sS State Of rt7 DEPICTED HERE FIND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. j/S,• Florida •�� SPACING 24.0" TYPE enck b.(13109) PGA LEARNING CTR / CJ13 12'3"2 Jack IP CHORD 28TSC2.75 1.5x2.75-20-SSKSI. IT CHORD 33TSC2.75 I.Sx2.75-33-SSKSI WEBS 33W.75- 75 75- 75-33-45KSI 13r W6 33W, 75x2.25 75x2.25-33-45KSI: 14 33..75x1.5 .75x1.5-33-45KSI: it CONTINUOUS LATERAL BRRCING REQUIRED. SEE OWGS TS015 AND TSOIS FOR STEEL TRUSS BRAC ING CONNECTION OETR IL. O 0 ;3 4 m 12'2"G THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT THE MIN. NO. OFSCREWS ANDMM IN.CIRCLES NO. OF REDV I4AM RI.5 SCREWS PEREMEMBERBOF25 . TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAMS. MIN. SCREW SPACING AND END DISTANCE-3/4'. SEE DWG. TSD11 FOR DETRILS. 110 MPH WIND, 27.04 FT MEAN ACT, SBC ENCLOSED BLOC, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. VINO TC OL - 5.0 PSF, VINO BC DL - 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD IPA R=187pIF W=8'11"9 �24' LEFT RAKE = 11" RIGHT JIG = 13'0"B LEFT JIG = 13' 4"11 �Iiuuunrn/ SEO = 91380 �RSVRNIZRTION 12G602 Jack ESIGN CRIT= RISI OTY= 8 TOTAL= 8 REV. 19.Ob2 SCALE=0.5000 r A P I E T �� * *WARNING -x* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INST96 AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURR PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY RTTRCHEQ RIGID CEILING. **IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. 9RR G DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LAN HS. ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY FIND PERMANENT BRACING, TO RESIST LATERAL' FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PROP TSI INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTA AND BRRCING OF TRUSSES. AN ENGINEER'S SEAL DN THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE"TRIS, DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. /i/ •• 7 • C - . { $A,��! _ /"� ' ;�1 State Of .• Florida 's'*-- T C L L 20.0 P S F T C D L 2 5- 0, PSF B O L 20.0 PSF BC LL. 0.0 PSF TOT .LD. 65.0 PSF R E F DATE 0 3- 1 6- 2 0 0 1 D R W G BY TOM ALEXANDER O/R LEN. 120206 SPACING 24.0" ITYPE e jack THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Job:(13109) PGR LEARNING CTR / CJ11 10'3"2 Jack WEBS 33W.75- 75 75x.75-33-45KSI :W3, WS 33W.75x2.25 .75x2.25-33-45KSI: DEFLECTION MEETS L/360.00 LIVE AND L/290.00 TOTAL LORD. 6"5 SCRE45-14RMO. CIRCLES SHOW THE MIN. ND. OF BLUE 14RMOB1.25 SCREWS RNO MIN. NO. OF RED 14AMORI.S SCREWS PER MEMBER OF RE S SPACING RNO ENSCRE TRUSSCDEVSRC OISTRNCEP3/4E� RSEEI DWG.BTS011 FORREAKS.T N. DETAILS• 110 MPH VINO 26.62 FT MEAN HGT, SBC ENCLOSED BLOC, LOCRTED ANYWHERE IN R6OF, WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. "Z m .�� 10' 2 "6 - i -24' R=203pIf W=6'11"9 LEFT RAKE = 1 1 " IWitIII rrr // /RIGHT JIG = GALVANIZATIONESC. 10' 302 Jock ESIGN CR I T= A I S I OTY= 8 TOTAL= 8 ��\\LEFT JIG = 11'2"12\\C�\G,'ARK. �F%/�''� REV. 19.Ob2 SCALOE =0. 50002 0 "8 e TC LL 20.0 PSF REF **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTAL G C AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL _ C D L 2 5 0 P S F DATE 0 3- 1 6- 2 0 0 1 AP I E PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. _ D L 2 0. O PSF D R W G BY **IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRR_GI MAR _ T S ST DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGF S. f 11 �C LL O.O PSF TOM RLEXRNDER J I RLL DESIGN, ATTACHMENT RND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL ;zz FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODU State Of OT . LID. 65 . 0 PSF O/R LEN . 100206 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INS TA LI �j�•• Florida AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE S�i� �S '., 'G�\\� DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. ///�RED •�N \\\\\\ ISPRCING 24.0" TYPE e 0ck IIIIIillllll Job:(13109) PGR LEARNING CTR / CJ9 8'3"2 Jock TOP CHORD 33TSC2.75 I.Sx2.75-33.55KSI BDT CHORD 28TSC2.75 I.Sx2.75 -28 -SSKSI WEBS 33V.75- 75 75x.75-33.4SKSI :V3, WS 33V.75x2.25 .75x2.25-33-4SKSI: PROVIDE CONNECTION FOR GRAVITY AND UPLIFT REACTIONS SHOWN. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. w 8"5 t MEMO, M �—� 8'2"6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER SCREWS•I4RMD. CIRCLES SHDV THE MIN. NO. OF BLUE 14RMOB 1.25 SC REVS AND MIN. NO. OF RED 14RMORI.5 SCREWS PER MEMBER OTRUSSF . CREW SPACING AND ERED NDEOSSTANCEP3/4E� RSEEIOVG.BTS011 FOR DETAILS. 110 MPH WIND 15.00 FT MEAN HGT SBC ENCLOSED , NOT VINO TO OLLDG- 5.0 PSF,LOCATED BCTOLN•45.0 PSF. g FT FROM ROOF EDGE. ••••• BEARING ANALOG MOOIFIEDI Rv=1098# U=380# W=8" R=59# U=180# LEFT RAKE = 11" LEFT JIG = 9'1"4 DESC. = CJ9 8'3"2 Jack GALVANIZATION - G60 DESIGN CRIT= RISI OTY= 8 TOTRL= 8 * * W R R N I N G ** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALL. j- AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTUR�IL A P I E PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. �RRC II T T L DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LL ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LAG 9 FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PROBU.1 INC. SHALL NOT BE RESPONSIBLE FDA ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INST'. AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. '. U7 �10'2"5 �a��In u u unrrrrrr� i Gl K• W ��i/i� REV. C f i TC LL q 4 • ��= ITC DL • = BC LL. State Of TOT.LD Florida .• �a``'��` AM FROM TRUSS MFR'S LAYOUT RIGHT RAKE = 0"8 RIGHT JIG = 9'0"8 19.Ob2 SCALOE =0-5000 20.0 PSF REF 25.0 PSF DATE 03 - 16 -2001 20.0 PSF DRWG BY 0.0 PSF TOM ALEXANDER 65.0 PSF O/A LEN. 80302 TE ••• •••NG`��`� SPACING 24.0" r��llliil'��:T� TYPE lack Job:(13109) PGA LEARNING CTR / CJ7 6'3"2 Jcck TOP CHORD 2ATSC2.75 1.5.2.75-2B-55K51 SOT CHORD 2BTSC2.75 1.5.2.75-2B -SSKSI WEBS 33V.75x.75 .75x.75 -33 -45KS1 :V3, W5 33V.75.2.25 .75x2.25-33-95KSI: 110 MPH WIND, 25.79 FT MEAN HGT, SBC, ENCLOSED BLOC LOCRTEO RNYVHERE IN ROOF V IND TC OL - 5.0 PSF, VINO BC OL - 5.0 kF. tj m �—� 6'2"G Rv=1163# "3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR-S LAYOUT SCREWS-14RMO. CIRCLES SHOP THE MIN. NO. OF BLUE 14RMDB1.25 SCREWS AND MIN. NO. OF RED I4RMOR1 .5 SCREWS PER MEMBER OF TRUSEV SPACSING AND ENDEDSSTANCEP3/4'. RSEEITCH DVG.BTSO15 FORIRAILS. NEGATIVE REACTIONISI OF -211H MAX. (SEE BELOWI FROM R NON -WIND LORD CASE REQUIRES UPLIFT CONNECTION. PROVIDE CONNECTION FOR GRAVITY AND UPLIFT REACTIONS SHOWN DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. CD O m U=520# W=1' RPy=-ZB21# UL4=1Eg(## W=3"B LEFT RAKE = 11" LEFT JIG = 6'10"13 DESC. = CJ7 G'3"2 Jack GALVANIZATION - G60 DESIGN CRIT= RISI OTY= B TOTAL= ** W A R N I N G * * TRUSSES REQUIRE EXTREME CARE IN FABRICRT ING, HANDLING, SHIPPING, $ r AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCA AP I E PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. * * I M P 0 R T R N T FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRT ION CONTRACTOR T C DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLIN _ J L ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, To RESIST L t FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PR INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING ,'IN AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF' A DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. --v7'0"6 --v 4 �auuuiuu;rrrrr RIGHTJIGS= 7'0..8 C,LAR/< W%7'' ;••" •,F ''�i REV. 19.Ob2 SCALE =0.5000 TC LL 20.0 PSF REF TC DL 25.0 PSF DATE 03 -16 -2001 2001 _ BC DL 20.0 PSF DRWG BY = BC LL 0.0 PSF TOM ALEXANDER State Of ��:� TOT.LD. 65.0 PSF O/A LEN. 60302 Florida FRED'EN \\\�`� SPACING 24.0" TYPE jack Job: (13109) PGA LEARNING CTR / CJ5 4'3"2 Jack THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT :W3 33V.75x2.25 .75x2.25-33-45KSI: •• THE MAXIMUM HORIZONTAL REACTION IS 585.I3A •• DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. ••••• BEARING ANALOG MODIFIED[ ••••• �--— 4'2"6 "3 m co N CV EN CTJ CV 3'2"6 Rv=918# Rh=585# U=620# W=1' Rv=-284# Rh=585# U=180# W=3"8 NEGATIVE REACTIONISI OF -284d MRX. ISEE BELOWI FROM R NON -VINO LORD CASE REQUIRES UPLIFT CONNECTION. 110 MPH WIND, 2S.37 FT MEAN HOTSBC, ENCLOSED BLOC NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC OL - �.D PSF, VINO BC OL - 5.0 PSF. �24' LEFT RAKE = 11" v LEFT JIG = 4'8"14 RIGHT JIG = 86 GGALVANIZATION4- G60Jack DESIGN CRIT= AISI OTY= 8 TOTAL= 8 \��``\\�\IGj-ARlKllll�l�'�% REV. 19.Ob2 SCALEE=0.50006 -*WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTRLLI I � ••� ,TC L L 20.0 PSF R E F AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL _ �?� D L 2 5.0 P S F DATE 0 3 - 1 6 - 2 0 0 1 A P I PANELS FIND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. T I M P O R T A N T FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRRCI� [ {Rt1 • B5'5L 20.0 PSF D R W G BY l SST L DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHS. - jMAR 16 200 • BC LL 0.0 PSF TOM ALEXANDER ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL !7 FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCTS �' T T.LD. 65.0 PSF O/A LEN. 40302 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTRLLI G� State Of AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRU C/'. Florida DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. ///T�•. •• ('j�'�\ SPACING 24.0" TYPE pack Db:(13109) PGR LERRNI TOP CHORD 2BTSC2.75 1.5x2:75-2B-55KS1 BOT CHORD 2BTSC2.75 I.Sx2.75-2B-55KS1 WE 33Y .75x.75 75x.75-33-45KSI :W3 33W.75x2.25 .7Sx2.25-33-45KS I: I10 KPH WINO, 24.96 FT MEAN HGT, SBC, ENCLOSED BLOC LOCRTEO RNYWHERE IN ROOF, WIND TC OL - 6.0 PSF, WIND BE: OL - 5.0 PSF ...•• BEARING ANALOG MODIFIED! NG CTR / CA 2'3"2 Jock LO 2'2"6 "2 m ae 2'2"6 — Rv=24# Rh=396# U=180# Rv=350# Rh=396# U=190# W=3"8 __�v5'4"6 WG PREPARED BY THE RLPINE JDB DESIGNER PROGRRM FROM TRUSS MFR'S LAYOUT IS D TH SCREWS-I4RK0. CIRCLES SHOY THE KIN. N0. OF BLUE MEMBER OF 5 SCREWS AND MIN. N0. OF RED 14RMORI.S SCREWS PER KEKBER OF SPACING AND ENO OISTRNCEP3/4E. TRUSS RED SCREWS RE RPLDRSETCE fOWG .BREAK N. FOR I DETAILSSCE• THE MAXIMUM HORIZONTAL REACTION IS 395.740 PROVIDE CONNECTION FOR GRAVITY AND UPLIFT REACTIONS SHOWN. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. LEFT RRKE = 11" 0. . RIGHT JIG = 3 '0"8 LEFT JIG 2'7" SEO = 1485 C�K/��TIO236Jack REV . 19.Ob2 SCALE=0.5000 OTY= 8 TOTALRLVRNIZRN. G0DESIGN CRIT= RISI • r tc Jf LL 20.0 PSF REF ** W R R N I N G** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTRLLINO ; •• L D L 25. 0 PSF D R T E 0 3- 1 6- 2 0 0 1 AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL _ 1 A %1E PRNELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _ i �20.O PSF DRWG BY**IMPORTRNT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRflCIAG A R � 6 ,r001 VL.bT DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTHri • /'� • Bl LL0.0 PSF TOM RLEXRNDER L BOLL DESIGN, ATTACHMENT AND INSTRLLATION OF TEMPORARY FIND PERMANENT BRACING, TO RESIST LRTERRL FORCES FIND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE EN GSNEEREO PRODUCTS, 1 • TJT.LD. 6S O PSF 0/R LEN. 20302 • State Of INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTALLIN C•,• •• `!V AND BRRCING OF TRUSSES. RN ENGINEER'S SEAL ON THIS DRAWING RPPLIES ONLY TO THE DESIGN OF THE TRUSS z �s •�• Florida \ \\ DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY.///FR• •'E�qG\\� SPACING 24.0" �/T7nlnnmlll"" TYPE jack Job:(13109) PGA LEARNING CTR / B11G 14'8" TOP CHORD 28TSC4.00 2.5x4.00-28-55KSI BOT CHORD 28TSC4.00 2.5x4.00-28-55KSI WEBS 33W1.5x1.5 1.5x1.5-33-45KSI =W1, W13 47W1.5x2.5 1.5x2.5-47-45KSI: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD LEFT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 14'8- Rv-796N U-IBON W-8- LEFT JIG = 17'0"3 DESC. = B11G 14'8" Gable GALVANIZATION - G60 DESIGN CRIT= AISI AE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER FHuuHHn rHun IFtubb 1-11-11 a LPITUUI SCREWS=I4RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14RMDB2.125 SCREWS AND MIN. NO. OF RED 14AMDR2.375 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTRNCE=3/4". SEE DWG. TSO11 FOR DETAILS. 110 MPH WIND, 17.93 FT MEAN HGT, RSCE 7-93, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, 100 MI FROM COAST, CRT I, EXP C, WIND TC DL=5.0 PSF, WIND BC OL=5.0 PSF. N O_ to m —s�12' Rv-8179 U-5104 W-8" OTY= 1 TOTAL= 1 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTI AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I M P O R T A N T FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING L N ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATER L FORCES FIND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRO INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTAI AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. , R C LL M,� -C D L QR 09 200, ' EEC DL EIC LL p% State of '� SOT. LD Florida •�w; RIGHT JIG = 14'9"3 SEO = 100207 19.Ob2 SCALE=0.2500 30.0 PSF REF 15.0 PSF DATE 04 -06 -2001 10 - 0 PSF DRWG BY 0.0 PSF TOM RLEXANDER 55.0 PSF O/A LEN. 140800 SPACING 214. 0 ITYPE spec f/lfflllllllll\l\ .lnh:l-min9) PGR LFRRNING CTR / EJ19-8 18'10"6 Common THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 43TSC2.75 1.5x2.75-43-55KSI BOT CHORD 43TSC2.75 1.5x2.75-43-55KSI WEBS 33W.75x.75 .75x.75-33-45KSI :W3, W6 33W.75x2.25 .75x2.25-33-45KSI: :W5 33W.75x1.5 '.75x1.5-33-45KSI: (A) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 AND TS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL. x r �- 1B'IO'6 LEFT RAKE = 11" LEFT JIG = 20'7"5 DESC. = EJ19-8 18'10"6 Common GALVANIZATION - G60 DESIGN CRIT= RISI AF SCREWS=I4RMD. CIRCLES SHOW THE MIN. NO. OF BLUE 14HMUB1.25 SCREWS AND MIN. NO. OF RED 14AMDR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED RT PITCH BREAKS. MIN. SCREW SPACING AND END DISTANCE=3/4". SEE DWG. TSO11 FOR DETAILS. 110 MPH WIND, 16.43 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360..00 LIVE AND L/240.00 TOTAL LORD. R-163p1F W-15'7"8 OTY= 10 TOTAL= 10 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTRLLI AND BRACING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS RNO BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. '*IMPORTANT ** FURNISH A COPY OF THIS DESIGN TO THE INSTALLRT ION CONTRACTOR. BRACiD DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGT ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMANENT BRACING, TO RESIST LATERAL FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PRODUCT INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTRLLIN AND BRACING OF TRUSSES. AN ENGINEER'S SERL ON THIS DRAWING APPLIES ONLY TO THE ❑ESIGN OF THE TRU' DEPICTED HERE AND SHALL NOT BE RELIED UPON IN ANY OTHER WRY. M II Mill,,, LARK rARR LL Z47 2001 : BE DL B€ LL State Of = -SOT . LD Florida • �``'' RIGHT JIG = 19'8"B SEO = 96691 19.Ob2 SCALE=0.2500 20.0 PSF REF 25 . 0 PSF DATE 03 -26 -2001 20.0 PSF DRWG BY O.O PSF TOM ALEXANDER 65.0 PSF O/A LEN. 181006 SPACING 24.0" ITYPE comn Job:(13109) PGA LEARNING CTR / EJ19-8A 18'10"6 Common THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & DIMENSIONS)SUBMITTEO BY TRUSS MFR. TOP CHORD 33TSC2.75 1.5x2.75-33-55KSI BOT CHORD 43TSC2.75 1.5x2.75-43-55KSI WEBS 33W.75x.75 .75x.75-33-45KSI :W1, W14, W16 33W.75x1.5 75x1.5-33-.45KSI: :W8, W10, W15, W17 33W.75x2.25 .75x2.25-33-45KSI: 110 MPH WIND, 16.43 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. (A) CONTINUOUS LATERAL BRACING REQUIRED. SEE DWGS TS015 AND TS019 FOR STEEL TRUSS BRACING CONNECTION DETAIL. N SCREWS=I4RMD. CIRCLES SHOW THE MIN. NU. OF ULUE 14HM1L1b1.25 SCREWS AND MIN. NO. OF RED 14RMDR1.5 SCREWS PER MEMBER OF TRUSS. RED SCREWS ARE APPLIED AT PITCH BREAKS. MIN. SCREW SPACING AND END DISTRNCE=3/4". SEE DWG. TS011 FOR DETAILS. (B) 33TSHC3.5K 2099n. HINGE CONNECTOR REOUIRED. CIRCLE INDICATES PIIN. SCREW OTY. THRU CONNECTOR OVERLAP. SEE DRAWING TS004 FOR PERK CONNECTOR DETAIL. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. IB'10"6 Rv-1224# U-3400 W-6"12 Rv-1144# U-5004 W-B" Rv-171# U-1B0# V-B" LEFT RAKE = 10"15 LEFT JIG = 20'7"6 DESC. = EJ19-8A 18'10"6 Common GALVANIZATION - G60 DESIGN CRIT= AISI OTY= 7 TOTAL= 7 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HRNOLING, SHIPPING, INSTRLLI AND BRRCING. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURRL AP I E PRNELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING. *-*IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BRACIA �` T DEPICTED ON THIS DESIGN IS ONLY FOR LATERAL SUPPORT OF TRUSS MEMBERS TO REDUCE BUCKLING LENGTH: T S S I L ALL DESIGN, ATTACHMENT AND INSTALLATION OF TEMPORARY AND PERMRNENT BRACING, TO RESIST LRTERRL P? FORCES AND HOLD TRUSSES PLUMB, SHALL BE THE RESPONSIBILITY OF OTHERS. ALPINE ENGINEERED PROOUC INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN OR HANDLING, SHIPPING, INSTAL IN AND BRACING OF TRUSSES. AN ENGINEER'S SEAL ON THIS DRAWING RPPLIES ONLY TO THE DESIGN OFTHE U� DEPICTED HERE AND SHRLL NOT BE RELIED UPON IN ANY OTHER WRY. �1 t4AR 2 7 2001 c� •. State Of '< ;�CiS; • Florida --(W2'11" --o12' RIGHT JIG = 19'8"8 SEO = 97938 REV. 19.Ob2 SCALE =0.2500 TC LL 20.0 PSF REF r.0 DL 25 . 0 PSF DATE 03 -26 -2001 EkC� DL 20 . 0 PSF DRWG BY BC-=LL 0 • 0 PSF TOM ALEXANDER TO=T.LD. 65.0 PSF O/A LEN. 24 ING 24.0" ITYPE spec