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HomeMy WebLinkAbout20HS201 LAYOUT_SIGNEDKitillml Maskol , P.E. by Brian Maskol, P.E. Date: 2020.09.22 06:24:02 -04'00' APPROVED TRU55 ANCHOR BY E'IUILPER 12 ppp- ml I 11 A TRUSS END DETAIL HANOI=R LI=OFEND R ALL 2x HANGERS SHOWN ARE ITWAHU2b IM1 F4M1 F55 NOTED OTHERWISE. ALL 4x 5Y542 HANGERS SHOWN AREAHU4b NOTED OTHERWISE. • TF465 INSTALLER 15 RESPONSIBLE FOR INSTALLING SPECIFIED HANGER FOR TRU55 TO TRUSS CONNECTIO PER MANUFACTURER SPECIFICATIONS. ITA HANGERS UNLESS NOTED OTHERHISE erecting trusses ane cautioned to seek professional AHU26 — to prevent toppling and dominoing during erection, and AHU46 © AHU25 _ ® SSR26 © AHU26-2 _ erection to prevent excessive darnoge or personal injury. 55L26 OD AHU25-2 _ ® 55846 EO AGU526-2T _ connections are the responslblllty of the builder. SSL46 O AGU525-2T _ ® M51R,26-2 O AGU526-57' _ © M5L26-2 HO AGU525-57' _ 0 TH002 O _ �3 THG05 O TOLL: ® SPECONC NECIAL TION BY OTHERS \``t�ttlllllllllll�r// No 87425 STATE OF zu A, Digitally signed by Numan Demiral PE87425 Date: 2020.09.18 09:47:58 -04'00' NOTICE Field Bracing Is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses ane cautioned to seek professional advice regarding erection bracing which Is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required In specific applications. Trusses shall be erected and fastened In a straight and plumb position. Wier) no sheathing Is applied directly to the top chords, they shall be braced at 24" os. max. Wlere no rigid telling Is applied directly to the bottom chords, they shall be braced at V -O" oa. max. Trusses shall be handled with reasonable care during erection to prevent excessive darnoge or personal injury. See Engineering for comactions, nailing schedules, etc. NOTE: Labeling Vvesee Is a service, not a rectuirma t. 54wered draw" supercede labeling of hum. It Is the responsbllIN of the builder to utilize aginsered draw" `ilei erecting trusses. Girder truss to girder truss connections which exceed the capacity of a standard hanger or truss to wall connections are the responslblllty of the builder. GENERAL NOTES I, TRUSSES SPACED 24" ON CENTER, U.O.N. 2. ALL MALL, BEAM a COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. 901-E VALLEY FRAMING BY BUILDER. 5. BOT.- BOTTOM OF TRUSS FROM ELEV. 0'-0' NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION DES16N CRITERIA: ASCE T/10 WIND SPEED, no MPH EUILDIN6 TYPE: ENCLOSED EXPOSURE: 5 RISK CATEGORY: II ROOF LOADS FLOOR LOADS TOLL: 20 TOLL: TOOL: TODL: -20- BOLL: BGLL: BCDL: 0 BGDL: TOTAL: 50 TOTAL: 1 25 DEFLECTION 360/240 DEFLECTION �Pl> FLORID A QUALITY TRUSS F- 7: I F TEL: (954) 975-3384 FAX: (954) 978-8980 3635 PARK CENTRAL BLVD POMPANO BEACH, FL. 33064 SHOP DRAWING APPROVAL THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND/OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORD. Approved By. Date: OJSTOFU_R. ANDRE MICHELE DAM 9/15/20 cm er: scut:. 1/4'=1'-O' ADCFM 1633 NW SwEETBAY CIRCLE PASS PALM OTY EL OW E MARTIN I OF I ows NO. 1655 NW SWEETBAY CIRCLE 2OH5201