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HomeMy WebLinkAboutTruss Wind Load Compliance WITHOUT PRIOR APPROVALIMPORTANT NOTESNO SACK CHARO �S FROM A R � � R � SENTATIVE OF TJ TRUSS CORP . TJ TRUSS PROVIDES STANDARD TRUSS TO TRUSS HANGERS. ALL STRAPS AND UPLIFT TIEDOWNS TO FLAT GIRDERS,BEAMS,WALLS, AND JACKS ARE SUPPLIED BY BUILDER. 73'8" — DRAWN WALLS ARE BEARING WALLS 1618" UNLESS OTHERWISE STATED. ALL --- 12' -'- 4'e" 52' a}® 5' — UNDER FRAMING OF DROP CEILINGS CONNECTION 2x-LEDGER 8"STEP @ PORCH BREAK, BEAM#1 BY BUILDER. BY BUILDER. �— 418" — �I AND FINISH FRAMING OF SPECIAL CEILINGS IS BY BUILDER. SLOPE TO BE FRAMED BY BLDR. BTM @ 23'-0". TOP @ 24'-8-1/2" TYPICAL FLOOR DETAIL TJ TRUSS IS NOT RESPONSIBLE FOR 1'412 16" DEEP FLOOR TRUSSES. 24"DEEP 2x4 FLOOR TRUSS TEMPORARY BRACING OF THE ROOF SYSTEM. FT30 TOPS @ 24'-4", BTMS @ 23'-0", R FR R R pR FOR TEMPORARY AND PERMANENT BRACING COLUMN AND CAPS BY THE REQUIREMENTS, SEE HIB-91/13CSI BUILDER.TOPS @ 23'-0". 1 U- U_ LL U- U- w u_ U- U- U- co U- BRACING REQUIRED BY THE INDIVIDUAL N N N e r- r- .- 0 O O O F- FT30 I- I-- U- F- U- U- U- U- U- LL u_ u_ LL i � i i Il '� "- L- u- TRUSS/WEB COMPONENTS IS TO OVERCOME - LL LL LL LL LL LL LL LL LL LL LL LL LL LL FLAT CLG. $„ _ m 56 8 BENDING OF SPECIFIC COMPRESSION N @ 23'-0" =n - FT30 - -- ---- ---- -"--- ---- TO GRAVITY OR WIND 11'4"12 N MEMBERS DUE 07 �o A/C CH 'SE ---- ---- ---- ---- v o FT42 0 g S SHOULD NOT BE CONFUSED N SPAN _~ A/C HASE 5 N WITH THE BRACING REQUIREMENTS OF THE FT30 _ _ _ = J LL r --------------------- BUILDING STRUCTURE, AND SHALL BE _ T42 ___ 21 a 2' 2' 2' 2' 2' 2' __ __ _ INSTALLED BY THE BUILDER. BEARING ELEV ,� .•"• FT42 !--------------------- FT30 N ._ ao d i i TJ TRUSS DISCLAIMERS: FT42 W Co Z 23'-0" BRG H I FOR ANY CONFLICT BETWEEN THIS 12'0"12 ---- =--- ---- a Z N FT42 a i GT i SETTING PLAN AND THE INDIVIDUAL N TO BEAM FACE IN BRG.WALL.TOP 2T-0" aU FT30 CO a N I I ENGINEERED DRAWINGS, THE Co o FT42 i I INDIVIDUAL ENGINEERED DRAWING 10'2" 2'11" CID � � TYP I GAL END DETAIL WILL TAKE PRECEDENCE. DO NOT `V FT42 i I CUT OR ALTER ANY TRUSS WITHOUT 24 -4 BRIG HGT N FT31 CHA E '• I I O BY BUILDER. II N i CONSULTING A DESIGNER AT TJ TRUSS -_ ___ __ __ m TOP @ 24'-8-1/2" FT41 I I FIRST. ANY PARTY WHO CUTS OR ODDSPACE --- -- - ROOF DAMAGES A TRUSS SHALL BE 1 a PITCH 12 FT32 ---- - - --- -- -- -- -- o. 4 0 5 6 18 I I ® ( ;ti I I RESPONSIBLE FOR THE COST OF THE N / / z NO NEED FOR STRUCTURAL 2x-LEDGER ' 26-0" BRG HGT I 6 REQUIRED ENGINEERING DESIGN AND F COLUMN UNDERNEATH GIRDER I FT33 Q ( INT.BRG.COL. 1 BY BUILDER. - I I REPAIR OF THE TRUSS. NO BACK m TOP @ 23'-0" I BEARING POINTS TOP @ 24'-0-1/2" I I CHARGES WILL BE ACCEPTED UNLESS w O CAN TOPS @ 23'-0". �t I do r% _ U) 0 0 2'4 I I APPROVED IN WRITING BY AN OFFICER CONNECTION C" _ N FG30 i-----------------------------i OF TJ TRUSS CORP. FAILURE TO SEEK BY BUILDER. FT34 g BTM @ 23'-0". � I I HEEL THE RESOLUTION OF A PROBLEM UNTIL FT35 1'4" DSPACE 6,3„ L_ HANGERS HEIGHT AFTER THE ROOF IS SHINGLED OR THE -------- 3 1" o C/L o BEARINGCOLUMN i i 6" DRYWALL IS INSTALLED SHALL UI I H - - : 1 I CONSTITUTE ACCEPTANCE OF THE N FLAT CLG. TO C/L F BE RING OLU N _O_ ____ ____ CONNECTION I i BY BUILDER. SUR 26 2 FT36 @23'-0° o - -- ---- ---- ---- ---- ---- BT 3 o TO @ - FINANCIAL -r�r, BY BUILDER. P 24'-8-1/2" I U 24 9 i � ROBLEM BY THE CUSTOMER AND THE go v q M @ 2 ' 12 CUSTOMER SHALL BEAR TOTAL W � A/C ASE f-N ; i RESPONSIBILITY TO RESOLVE THE u- CO '••ti . " '• •" •"•gam � HUS-26 . 14 I 24 PLUMB PROBLEM, CV 00 O_ W ---- ---I--.--,---_ ---- ---- ---- ---- CANTILEVER ---- ---- - ---- ---- I I JL------------------------------J FT36 CUSTOMERS RESPONSIBILITY: N ON N N N N N N N N N N N N U ODDSPACE PROVIDE AND INSTALL ANY AND ALL FT36 LL LL LL LL LL LL LL U- LL LL LL u_ UL LL PERMANENT BRACING REQUIRED BY TA THE TRUSS DESIGNS. PROVIDE A ALL "FG" TRUSSES 2-PLY (U.O.N.) SUITABLE UNOBSTRUCTED AREA TO CONNECTION 2x-LEDGER _ ..._.__ UNLOAD TRUSSES. TO ERECT ALL BY BUILDER. BY BUILDER. TRUSS COMPONENTS IN ACCORDANCE Z4" FLOOR SYSTEMS: WITH THE TRUSS PLATE INSTITUTE 551411 61 TOP @ 24'-a-1/2" 24 DEEP TOP-CHORD PUBLICATION BCSI AND TO SEEK �" BTM @ 23'-0". _ LEDGER BEARING TRUSSES. 73'811PROFESSIONAL HELP AND ADVICE ON _I 16" DEEP PORCH FLOORS, ANY QUESTIONS PRIOR TO THE 3 R D FLOOR FRAMING BLDR TO FRAME SLOPE IN FIELD. ERECTION of THE TRUSSES. SPACING AT 24" AND 16". WIND SPEED = 140MPH TYPE: MWFRS 3rd: TOPS @ 25'-0". BTMS @ 23'-0". AND C&C @ - - @ DESIGN CRITERIA: FBC 04/ASCE7-02 0. 2nd: TOPS 11 -0 . BTMS 9-0 . „ CATEGORY: II (RES) EXPOSURE: D ROOF LOADS FLOOR LOADS _ BEAMS: TCLL: 20 TCLL: 40 I I TCDL: 16 TCDL: 20 2-PLY, 24" DEEP x 1-3/4" BOLL: 10 BCLL: 0 BCDL: 10 BCDL: 5 0 �e -- 76'8" BEAM#1 : 27'-0" LENGTH TOTAL: 56 TOTAL: 65 _ ALLOWABLE 1.00 ALLOWABLE - - �� INCREASE INCREASE 6' 64°20'10" 4'4" �— 4'2" �{- -{�- E_ 42'10552" I �� ; BEAM#2 . 27 -0 LENGTH 1. 4 I- - .— a.l� 5' 24 I I DEFLECTION 360/240 DEFLECTION 480/360 DRAWN BY: JOHN CORONACHECKED BY: 2X-LEDGER 2X LEDGER Q Q Q I Q BY BUILDER. BEAM#2 BY BUDDER. BY BUDDER. BY BUILDER. -Nj C4 C j � ; DATE: DATE: 0-03-06 uj TOP 10'-0-1/2" 8"STEP @ PORCH BREAK, TOP @ 8'-6" w w w l w U ��`1' REVISIONS: SLOPE TO BE FRAMED BY BLDR. TOP @ 10'-0-1/2" TOP @ 10'-8-1/2" r- 1" 2•) D3: : 2-23-07 FT20 10"12 z U) U) W Cr Cl) W U) U) U) W r------------------ 3.) D4: JC: 7-13-07: ADDED FG20A RMVD WALL. FT20 1'4" �" � M o o O O O 0 00 M Co Ln � Ln m (0 CJ1A I BEARING ELEV. I 4. c- r e- r r- c- r' r IL Li- LL LL f- F- H �- F- 1- F- H I I I- F- F- L F- I- I- H I-- F- I- 5. LL Li- LL LL LL LL LL LL LL LL LL LL U 24 H NGERS -----------------------------� ) FT20 LL LL LL tL LL LL LL LL LL LL U- r Z 1 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2° 2' 2' ODDSPACE 1' 'e " a � � i APPROVAL IS NEEDED FLAT CLG. ; 7'-6" BRG HGT. co 1'4' Z2 G o FT20 @ 9'-o" co __ (4) - ---- ---- ---- ---- --- -�m ---- ----- - 0 14" 8" �p A/C CHA E '' __-- a ,,, a 3 ; WEEKS PRIOR T DELIVERY DATE 16'0"12 - ---- "---- - �\ o Z I I L ACKNOWLEDGE 2X-LEDGER I I YOUR SIGNATURE WILL FT20 14 SPAN ---- --- - ---- ---- ---- --- _ FLATCLG. O C7 p BY BUILDER. N @ 7•_6" I ° " I $6 .: �: ____ `� TOP@ 10'-0-1/2" i 8-6 BRG HGT. i a (1) AUTHORIZATION TO BEGIN FABRICATION 1 4, o U: Z3 I I w. FT20 g / --- --- --- --- ---- I u '~o 2) VERIFICATION OF DIMENSIONS m �,.' ODDSPACE ra"ar� r� (PITCHES HEEL HEIGHTS OVERHANGS ETC. 1' ODDSPACE 11 J I I Co o 'va C �,. TO C/L COL. TO C/L F COL. "'� `� ,.,� ,•ap Z3 I'` � I G'R � 4z.A � �11� „ ODDSPACE r4'a 9-0 BRG HGT. �' a16 8 12 3'2' 8 „ Au H GERS 1, „ Q ` --- --- ---- --- ---- I I m c - 3� ,.I rt`�, , (3) TRUSSES WILL BE BUILT IN STRICT TO BEAM FACE o Z3 i i o c u�° ' �' ACCORDANCE WITH THIS LAYOUT! FT22 ?J FLAT CLG. y ��- 'a `� L 14 H S-26HA ERS FG20A2-PLY �m� @$'_6" N I , _ u -n � A �>U ❑ APPROVED-NO CHANGES Q INT BRG COLS -11 Z3 I I GY t5 ar ` O a- FT23 FLAT CLG. 4 m m° I I ❑APPROVED AS NOTED 1 4 TOP @ 9'0". HEADER J 2X LEDGER 1 0�- " N G 9-0" BY BUILDER. U o N , 4 BRG HGT. , �, z �,�; $ FT24 TOP 10'a vz" Q N BOP�La R. r11°4 i I _ 5 ? LL; �� [:1 REVISE AND RESUBMIT 14„ / w -- -- - --- 0O 5-6" - 4'8' LL U Cr w- Z2G O ,y SIGNED DATE FT25 -- - ---- ---- r=9- - - c0o� ODDSPACE 11 .8 a '4" _ W 5 Z1 i " i o q c' ' ! DELIVERY DATE `O INT BRG COL. a U-24 NGERS 11 -0 BRIG HGT. A/c c Asp, x> ° I I G U c.d DELIVERY ADDRESS: FT26 to TOP @ 9'-0° <t Q N m I n p G U 1'4" N N BEARING POINTS Q Q Q CJ1A I I f_ .-„ ®.. _ ---- -- - - -- ---- - - TOPS @ 9'-0". 04 I �` xy n is C (3 CS` FT26 - „ LL LL INTB G WAL . w w W I �°'� 1'4" z 15 5 TOP 9'0". 1,4„ 1 �Gi e `r ry FT26 1a" �-_ 2 a � FG20 _ �,a �w `:, TRUSS CORP. Q L----------------------------- O c 3, 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' N Q y i i 3 `r HANGERS - �- � � ` � 2801 INDUSTRIAL 33RD FT26 CON^1ECT(7N W v I Ga°- `� v, r �= 1'4 c� I CJ7 c' ----------------------------- �a r N J ---- ---- ---- --- --- ---- --- --- BY BUILDER. U I ; m m.i ;:�., r6 - 3388 34946 FT26 q --- - ---- - ---- ---- - -- BTM @ 10'-o". U-24 : 6 I (77 PIERCE,4 - 3 8 14" _ g - O A/C HASH g - CJ5 N �� ,�� I I HUS-2620 FT26 1,4" e°u- - --- --•=- °°-- --- (DoN LUL °° ; ' --- ---- OJL-----------------------------J FT26 (n (q (� N N N N N N N N N N -i m@ CJ3 1,4„ �fi d r- �- c- r r- c- d 11 F ~ LL LL LL LL LL LL LL LL LL LL LL N 00 OF FT26 s"4 LL LL LL LL LL FG2 CJ 1 SALES(dTJTRUSS.COM I 2X LEDGER 2X-LEDGER CONNECTION COLUMN 2X BUILDER. 2X BUILDER. BY BUILDER. BY BUILDER. SPANNING THE DISTANCE-WITH PEAK PERFORMANCE TOP 10'-0-1/2" TOP 10'-8-1/2" BTM @ 1Y-0". TOP @ 10--0". THESE PLANS AND ALL PROPOSED WORK @ @ �y ARE SUBJECT TO ANY CORRECTIONS ® ® I �9 REQUIRED BY FIELD INSPECTORS THAT µleC e,Irr x' +° ! Sri !41\ ®i®1®C�11ift MODEL# � — 6' i 14'10" —�{-� �-4' -� 35'6" U U 610 U U MAY BE NECESSARY IN ORDER TO ', it [Hl I Ede t t f r r r ' 'Stiu ' COMPLY WITH ALL APPLICABLE CODES. .�`� d�• ," f� rq 20'10" ®}� 40'6" ov JOB # 61003 P 12 FILE '0' 0 U. 76'8" — 1, CUSTOMER: G.W. PURUCKER ", PROJECT: KRUSE RES 2ND FLOOR FRAMING h � ' ra i Scale: 1 = 1/4t� OWNER: �1va e � ADDRESS: LOT 70 WATERSONG LAYOUT DRAWN FROM PLANS LAST DATED 7-08-06 TRI IRR PI ACFMFNT nNI Y COUNTY: PALM BEACH BACK CHARGES WITHOUT PRIOR APPROVAL FROM A REPRESENI"ATIVE NO OF TJ TRUSS CORP . IMPORTANT NOTES TJ TRUSS STANDARD TRUSS TO TYPICAL END DETAIL TRUSS HANGOERS. ALL STRAPS AND UPLIFT TO FLATIe 2' 4' 2' ROOF AND JO CWNS KS RE SU P IEDD ERS BY BUILDER.ALLS, PITCH 12 DRAWN WALLS ARE BEARING WALLS y 6 �% UNLESS OTHERWISE STATED. ALL v U U ,Z.� UNDER FRAMING OF DROP CEILINGS 6/12 ROOF, AND FINISH FRAMING OF SPECIAL 24"CANT. _ CEILINGS IS BY BUILDER. QZ N HEEL TJ TRUSS IS NOT RESPONSIBLE FOR HEIGHT TEMPORARY BRACING OF THE ROOF SYSTEM. CJ1 NU CJ1 611 FOR TEMPORARY AND PERMANENT BRACING D1G REQUIREMENTS, SEE HIB-91/BCSI CJ1 CJ1 �- 2' BRACING REQUIRED BY THE INDIVIDUAL 24" PLUMB TRUSS/WEB COMPONENTS IS TO OVERCOME CANTILEVER BENDING OF SPECIFIC COMPRESSION CO) cc) a MEMBERS DUE TO GRAVITY OR WIND LOADS AND SHOULD NOT BE CONFUSED WITH THE BRACING REQUIREMENTS OF THE BUILDING STRUCTURE, AND SHALL BE 731811 INSTALLED BY THE BUILDER. _ _ _ TJ TRUSS DISCLAIMERS: 68 8 5' FOR ANY CONFLICT BETWEEN THIS Ch SETTING PLAN AND THE INDIVIDUAL y� 7 CO Lo "I- Cl) V e- r e- c N- c- ' - e- i- c- c- r N C`) CO C) '7 -� s U U a ¢ a a ¢ ¢ a ¢ ¢ ¢ ¢ ¢ a ¢ ¢ ¢ a a ¢ ¢ a ¢ a a ¢ a z m Com 00 U U ��' ENGINEERED DRAWINGS, THE COLUMNS AND CAPS INDIVIDUAL ENGINEERED DRAWING z BY THE BUILDER. TOPS @ 31'-8". WILL TAKE PRECEDENCE. DO NOT CUT OR ALTER ANY TRUSS WITHOUT GIRDER TRUSSED 16"DEEP,TOP @ 33'-0', BTM @ 31'-8". CONSULTING A DESIGNER AT TJ TRUSS FIRST. ANY PARTY WHO CUTS OR CJ1 O s BAc CJ1 DAMAGES A TRUSS SHALL BE 90 5' 2' �"� _ RESPONSIBLE FOR THE COST OF THE REQUIRED ENGINEERING DESIGN AND 2' 2' 2' 2 2' 2 2 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2 2' CJ3A CANT. -�� REPAIR OF THE TRUSS. NO BACK CJ3 LuHARGES WILL BE ACCEPTED UNLESS ch CoM zl Q a EJ5A w w /�_ APPROVED IN WRITING BY AN OFFICER Co 0OF TJ TRUSS CORP. FAILURE TO SEEK EJ5 0 0 o° v THE RESOLUTION OF A PROBLEM UNTIL 2' 5' � o o 5' Fz-P� N m CJ1C AFTER THE ROOF IS SHINGLED OR THE CANT. SETBACK U-® w .� 9 _j- z Co DRYWALL IS INSTALLED SHALL EJ5 = 09 (D i�Q I~� g' uj C2G CONSTITUTE ACCEPTANCE OF THE u @� oan W FL 0.1 cV �a z PROBLEM BY THE CUSTOMER AND THE W EJ5 I z i W Q 33'°" ON ? CUSTOMER SHALL BEAR TOTAL FINANCIAL (,d C1 0_ RESPONSIBILITY TO RESOLVE THE CL PROBLEM. w rn �U Z N N ODDSPACE 1'1o'H o N O EJ5 ¢ F---------------------------I BEARING ELEV _ _ C1 0 j j CUSTOMERS RESPONSIBILITY: U ~ sP N ° -_________________________,_ PROVIDE AND INSTALL ANY AND ALL g M i PERMANENT BRACING REQUIRED BY x EJ5 "@ Z Y C2G i i SUITABLE UNOBSTRUCTED ATHE TRUSS DESIGNS. IDE A REA TO - ' " " i 34'-0" BRG HGT N M �' N EJ5A 4 m IndQ CJ1C "� i i UNLOAD TRUSSES. TO ERECT ALL EJ5 j TRUSS COMPONENTS IN ACCORDANCE U, �`n ; WITH THE TRUSS PLATE INSTITUTE W ,, � PUBLICATION BCSI AND TO SEEK ¢? ( V2 I CJ3A 2 P� U ' j EJ5 / w ; 47'-4" BRG HGT j PROFESSIONAL HELP AND ADVICE ON o'� I - , ANY QUESTIONS PRIOR TO THE ° I _ �. It -`° i i ERECTION OF THE TRUSSES. EJ5 I J w MV4 w CJ �`� ' ' WIND SPEED = 140MPH TYPE: MWFRS m k1U -------------------------.. AND C&C DESIGN CRITERIA: - HANGERS j FBC 04/ASCE7 02IS-26EJS�r :, , i---------------------------- �� ��EJ5 , CATEGORY: II (RES) EXPOSURE: D NGERS HUS-26 3 j �i a } j i ROOF LOADS FLOOR LOADS 7�JtEJ5 i �M EJ5 U v y`is TCDL: 16 TCDL: g @ J W_ EJ5 BCLL: 10 BCLL: DCJ3 !I I I--v Z ETBACK .. 2 00 BCDL: 10 BCDL: g = CJ3 TOTAL: 56 TOTAL: ALLOWABLE 1.25 ALLOWABLE ~ INCREASE INCREASE CJ 1 ,* " CJ1 DEFLECTION 360/240 DEFLECTION ' DRAWN BY: JOHN CORONA CHECKED BY: cu Q DATE: 10-03-06 DATE: U REVISIONS: D2: JC: 2-13-07: G.T. AT FRONT BALCONY. a U U 2.) D3: JC: 3-23-07...ONLY P12 CHANGED 6114" - 3.) D4: JC: 7-13-07...ONLY P12 CHANGED w �'� 73'8" ) ROOF TRUSS PLAN THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS " �- IR APPROVAL IS NEEDED BY NSPECTORS Scale: ' = ��4" MAY BIE NECESSARY IN ORDER TOTHAT (4) 1 O COMPLY WITH A4I�APPLICABLE GC�OES. WEEKS PRIOR TO DIELIVERY DATE 0 YOUR SIGNATURE WILL ACKNOWLEDGE O (1)AUTHORIZATION TO BEGIN FABRICATION o w (2) VERIFICATION OF DIMENSIONS O c w m y»= � PITCHES, HEEL HEIGHTS, OVERHANGS, ETC. p o 2 �< (3)TRUSSES WILL BE BUILT IN STRICT - . 0,5 E © ACCORDANCE WITH THIS LAYOUT! o A ? w ' � '" ❑ APPROVED-NO CHANGES CD c�' 5 ° r� ❑APPROVED AS NOTED F �., f• � � `� a,�i � _� >=�' a5 ❑ REVISE AND RESUBMIT �s n . "j a SIGNED DATE � - � c a E t•;, , a �. DELIVERY DATE L""` •+: ? 1 s _ .t C C .� � �+ DELIVERY ADDRESS: ~ � =t ti TRUSS CORP. c ,, n ,- , ry o „ 2801 INDUSTRIAL 33RD FT. PIERCE, FL. 34946 Ins (772) 466 - 3388 �i anJT 2 Q rsi U u i 0 k WSALES@TJTRUSS.COM SPANNING THE DISTANCE-WITH PEAK PERFORMANCE MODEL# 44< D 1 {. V• ', -fS+ " JOB # 61003 P22 FIL ' r CUSTOMER: G.W. PURUCKER s z t PROJECT: KRUSE RES ` OWNER: ADDRESS: LOT 70 WATERSONG