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06-1579-001APPROVED TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG HEEL HEIGHT = 2x6 STD. BOTTOM = 2x4 MIN. 12 TOP = 2x6 MIN. 5 0 2x4 MIN. + N/A 12 - TRUSS END DETAIL ........ ... ....... .... .... .................. ....................... .............. _..... ...................... ..-......... ............ .... _... ........... �C,2A 14EACTIONS 2 V, - APPROVED TRUSS ANCHOR BY BUILDER BOTTOM = 2x4 MIN. TOP = 2x6 MIN. LEDGER DETAIL y3 v� Indicated. r rx..t-�L§y3i� '>ff2Ct10nS 33 > �! PPP' }: .� �9 �������g .��•�4 � 11,3yrACe£d G tby tcftl`d (,r,t! den tall a ti l�� j' a r {I:i df� 5vo 13 Ilti':.ta� t,)1< �L o, T iyt {'t�rc3€d tit 3 G{T� � �F�1fim�tir�i1 {: t€�if�,�. �.)esigli a,:d �tt1 of t� t't tr,�€�L 4 EH3 "tilof r Car ttal�� tf'�, til lft{it 4\i .. t i I� 31. {,zr ptcS� r 4i{tti,��r 0Aa 7F TRUSS LAYOUT'.............. . K MEAN HEIGHT ALL TRUSSES SHOWN ON THIS LAYOUT ARE TO BE ENGINEERED WITH A MEAN HEIGHT OF 251-6Lt **ATTENTION BUILDER** ;►�' g 4 ALL DIMENSIONS -' OVERHANGS, PITCH, ETC. ' r TO BE CHECKED -, M' � BEFORE ORDERING TR aES IT IS YOUR RESPO 0141 ,IT,Y W m m TO CHECK OUR T S N ., Z ZJp ^ tF°f, ; , 1L M N r V o A, —' � cA _� '', (1 �e , ;a • Lel, i ,�:'P• x• y �:. O p , -0 "3 - r I h Nom a t ,��� 0 0o 0 .. N glnUC14 �•N� a Z O Lo C? CL os West„-cfl� :" - y �'`'w Q.q'� L'J�McDN mP G h Lo •. 1" ` chcfl J N� Q E ti z 0 W.�, dui u. z© � o a o w >�-o� �/ a �a N 0lo ia w°7c.o� V wNCU Ir5� o� oma~ d � ice. co ='. Z �'dp / N Ind n r" H qW 0 F h cco o d LLI0 ROOF AREA5627.64 SQ. FT. E3EARING HEIGHT SCHE ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING COMPONENTS /CLADDING ASCE 7-02 TRUSS LOADING CONDITIONS ROOF TRUSSES REVISION OF THIS SHOP DRAWING BY PROFESSIONAL ENGINEER IS IN COMPLIANCE OF POLICY NO. 5 METRO DADE COUNTY BUILDING AND ZONNING DEPARTMENT EXCEPT ALL BUILDING COMPONENTS NOT FABRICATED BY BEST TRUSS CO. REFER TO F.B.C.2319.17.2.4.2 FOR TRUSSES HAVING AN OVERALL LENGTH OF ALL TRUSSES SPACED 24" O.C. UNLESS OTHERWISE SPECIFIED I UPLIFT CONNECTIONS TO TRUSSES AND GIRDER 'TRUSSES IS 'THE RESPONSIBILITY OF THE ENGINEER, ALL NECESSARY REPAIRS TO TRUSSES MUST BE REPORTED TO BEST TRUSS FEET 1829 TIDE BOTTOM CHORD IN EXCESS OF 35 FEET(10.7m) OR 8 ( mm) OVERALL HEIGHT. ERECTION SHALL BE SUPERVISED BY EITHER NOTES LABELING TRUSSES IS A SERVICE, NOT A REQUIREMENT. ENLGINNEERED DRAWINGS SUPERSEDES LABELING OF TRUSSES. ARCHITECT OR O.C., NOT 7HE FABRICATOR. DO NOT CUT OR ALTER TRUSSES BEFORE NOTIFYING AND10R CO. WITHIN 48 HOURS OF DISCOVERY. TRUSS LAYOUT IS A PLACEMENT FOR ARCHITECT OR ENGINEER FOR COMPLETE CORRELATION OF THE INFORMATION PROVIDED IN THIS SHOP DRAWING WITH ALL OTHER TRADES, STRUCTURAL BEAMS, ED PROFESSIONAL ENGINEER OR REGISTERED REGISTERED .•� oc PROFE Lav Tui r`n►a ENGINEER A REGISTER P IT IS THE RESPONSIBILITY OF THE BUILDER TO UTILIZE APPROVAL IN WRITTING BY BEST TRUSS CO. PLAN ONLY WALLS AND FOUNDATION REQUIREMENTS OF THE F.B.C. APPROVED TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG HEEL HEIGHT = 2x6 STD. BOTTOM = 2x4 MIN. 12 TOP = 2x6 MIN. 5 0 2x4 MIN. + N/A 12 - TRUSS END DETAIL ........ ... ....... .... .... .................. ....................... .............. _..... ...................... ..-......... ............ .... _... ........... �C,2A 14EACTIONS 2 V, - APPROVED TRUSS ANCHOR BY BUILDER BOTTOM = 2x4 MIN. TOP = 2x6 MIN. LEDGER DETAIL y3 v� Indicated. r rx..t-�L§y3i� '>ff2Ct10nS 33 > �! PPP' }: .� �9 �������g .��•�4 � 11,3yrACe£d G tby tcftl`d (,r,t! den tall a ti l�� j' a r {I:i df� 5vo 13 Ilti':.ta� t,)1< �L o, T iyt {'t�rc3€d tit 3 G{T� � �F�1fim�tir�i1 {: t€�if�,�. �.)esigli a,:d �tt1 of t� t't tr,�€�L 4 EH3 "tilof r Car ttal�� tf'�, til lft{it 4\i .. t i I� 31. {,zr ptcS� r 4i{tti,��r 0Aa 7F TRUSS LAYOUT'.............. . K MEAN HEIGHT ALL TRUSSES SHOWN ON THIS LAYOUT ARE TO BE ENGINEERED WITH A MEAN HEIGHT OF 251-6Lt **ATTENTION BUILDER** ;►�' g 4 ALL DIMENSIONS -' OVERHANGS, PITCH, ETC. ' r TO BE CHECKED -, M' � BEFORE ORDERING TR aES IT IS YOUR RESPO 0141 ,IT,Y W m m TO CHECK OUR T S N ., Z ZJp ^ tF°f, ; , 1L M N r V o A, —' � cA _� '', (1 �e , ;a • Lel, i ,�:'P• x• y �:. O p , -0 "3 - r I h Nom a t ,��� 0 0o 0 .. N glnUC14 �•N� a Z O Lo C? CL os West„-cfl� :" - y �'`'w Q.q'� L'J�McDN mP G h Lo •. 1" ` chcfl J N� Q E ti z 0 W.�, dui u. z© � o a o w >�-o� �/ a �a N 0lo ia w°7c.o� V wNCU Ir5� o� oma~ d � ice. co ='. Z �'dp / N Ind n r" H qW 0 F h cco o d LLI0 ROOF AREA5627.64 SQ. FT. E3EARING HEIGHT SCHE ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING COMPONENTS /CLADDING ASCE 7-02 TRUSS LOADING CONDITIONS ROOF TRUSSES FLOOR TJ3USS,ES TOP CHORD LIVE: 30.0 TOP CHORD LIVE:., —TNT -- TOP CHORD DEAD: 15.0 —_r� /A N TOP CHORD DEAD:" 1 BOTTOM CHORD DEAD: 10.0 BOTTOM CHORd DEAD: /AN/A TOTAL LOAD (PSF) 55.0 TOTAL M(K� sff NIA LUMBER STRESS INCREASE: 1.33 LUMBER STRES (NCf�EASE-, PLATE STRESS INCREASE: 1.00 PLATE STRESS INCREASE: A EXPOSURE CATEGORY BUILDING_ CATEGORY II WIND DESIGN VELOCITY 146 M IMPORTANCE FACTOR 1.00 WIND LOAD DURATION FACTOR .33 H III IMPORTANT NOTE III ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS CO. FOR LOSS OF TIME OR ADDITIONAL CRANE USAGE. BEST TRUSS CO. WILL BE RESPONSIBLE ONLY FOR REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE WITH MANUFACTURING DEFECTS OR DO NOT CONFORM TO APPROVED LAYOUT. NOTE: NORMALY ALL TRUSSES ARE TRUSSES ARE DESIGNED IN SPACED 24" O.C. ACCORDANCE WITH F.B.C. CODE UNLESS OTHERWISE SPECIFIED ALL UPLIFT CONNECTION TO TRUSSES AND GIRDER TRUSSES IS THE RESPONSIBILITY OF ENG., ARCH., OR GENERAL CONTRACTOR. ' SPECIAL HANGERS BY PURCHASER OF TRUSS PACKAGE. PLEASE REFER TO INDIVIDUAL ENGINEERIN SHEETS FOR NUMBER OF PLIES AND NAILING/BOLTING PATTERN REQUIRED FOR GIRDER TRUSSES. SET -BACK FOR HIPS, ETC SHEATHING UNDER ALL VALLEY SETS BY BLDR. w of } m HANGER LIST MANE HAN1.DGER TRUSS I.D. S t I -t PSO tJ S s.t-1-sc��J W L 13110 1 M G H III IMPORTANT NOTE III ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS CO. FOR LOSS OF TIME OR ADDITIONAL CRANE USAGE. BEST TRUSS CO. WILL BE RESPONSIBLE ONLY FOR REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE WITH MANUFACTURING DEFECTS OR DO NOT CONFORM TO APPROVED LAYOUT. NOTE: NORMALY ALL TRUSSES ARE TRUSSES ARE DESIGNED IN SPACED 24" O.C. ACCORDANCE WITH F.B.C. CODE UNLESS OTHERWISE SPECIFIED ALL UPLIFT CONNECTION TO TRUSSES AND GIRDER TRUSSES IS THE RESPONSIBILITY OF ENG., ARCH., OR GENERAL CONTRACTOR. ' SPECIAL HANGERS BY PURCHASER OF TRUSS PACKAGE. PLEASE REFER TO INDIVIDUAL ENGINEERIN SHEETS FOR NUMBER OF PLIES AND NAILING/BOLTING PATTERN REQUIRED FOR GIRDER TRUSSES. 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