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HomeMy WebLinkAboutRevisions; Truss Connector Revisione V� OFFICE USE LY: DATE FILED: REVISION PERMIT # �� f RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DESCRIPTION OF PROJECT INFORMATION: STAFE of FL REG./CERT. #: CBC051145 BU INESS NAME- GRBK GHO Homes LLC QUALIFIERS NAME: William Handler ADDRESS: 590 NW Mercantile Place CITY: Pt St Lucie STATE: PHONE (DAYTIME): 772-773-0075 OWNER/BUILDER INFORMATION: NAME: GRBK GHO St Lucie LLC ADDRESS:590 NW Mercantile Place ST. LUCIE CO CERT. #: _ ZIP: 34986 FAX: 561-688-0909 CITY: Port St Lucie STATE: FL ZIP: 34986 PHONE (DAYTIME: 772-773-0075 FAX: 561-688-0909 4111TECT/ENGINEER INFORMATION: NAME: Donald J Nuelle ADDRESS: 11634 SW Rowena St CITY: Port St Lucie STATE: FL ZIP: 34987 PHONE (DAYTIME): 561-629-6975 FAX: N/A SLCCC. 9123109 + 0y81N sl�L Revt}}�ed 06130/17 RIPT FILE Cnny - ENG AND APPROVED WOOD TRUSSES SEE TYP. WALL SEC7ION FOR ACTUAL HEEL AND OVERHANG CONDITIONS - SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS INSTALL PER. MFR. SPECIFICA77ONS _ SEE PLAN 44'-0 - CONT. MASONRY BOND BEAM - CONT. POUR STOP - 8' CMU WALL 1 a5 CONNECTION DETAIL (16) WSJ 70 G. T. SiMPSON KECCO44 OR APPROVED EQUAL. 71051 UPLIFT MAX. (14) WSJ TO WD. POST WOOD POST SEE FRAMING PLAN (14) 1/4' x 2-1/2' SOS THROUGH POST "SiMPSON HDU5' HOLD DOWN OR APPROVED EQUAL 56451 UPLIFT MAX. (i) 5/8" DIA. KEDGE ANCHOR 4" MiN. EMBED. A5 CONNECTION DETAIL NAIL SILL PLATE THROUGH TO GROSS BLOCK W/2-16d NAILS AT EACH TRUSS FRAME KNEE WALL 2x4 STUDS 0 24' 0/C W/ 19/32' EXT. SHEATHING r NAIL TRUSS TO CAP -16d NAIL SEE TY GEEWL�AND TRUSSES TiE BEAM OR BOND BEAM 5/8- WEDGE ANCHORS 0 24- 0/C 1(1370-xl j4- S7EEL WASHERS EMBED (4 ) MIN. NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES PRE-ENGINEERED WOOD ROOF TRUSS 0 24' 0/C 1( SIMPSON MGT W/ 22-10d NAILS INTO TRUSS CONC. TIE BEAM OR MASONRY BOND BEAM (1) 5/8" ANCHOR INTO BEAM W/ 5' MIN. EMBED. SET IN EPDXY MAX. UPLIFT = 3965# A5 CONNECTION DETAIL USP KCCQ44 OR SIMPSON CCOOsds25 FASTEN PER MAN'F. SPECS 56801 MAX. FASTENERS ALLOWABLE LOADS SIMPSON MODEL N0. CONCRETE JOIST UPLIFT GRAVITY HU21OX 8-1/4"xl-3/4' 0.148xl-1/2" 760 LBS 2415 CONCEALED (8) TITEN (4) TITEN 1Zil► ► � � ► 1 ��.111 NOTE: FGTR MAY BE ATTACHED TO BOTTOM CHORD FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES AL PRE-ENGINEERED WOOD INVERTED GIRDER TRUSS SIMPSON FGTR W/ 18-SDS 1/4" X 3" SCREWS INTO --GIRDER �CONC. TIE BEAM OR WOOD POST 2-1/2" X 5 TITEN MASONRY BOND BEAM SEE FRAMING PLAN HD TO MASONRY WALL PER MANUR SPECS MAX- UPLIFT (1) FGTR = 50001 (SD5ISCREWSI/" (2) FGTR MAY BE ADDED TO ACHIEVE TO 1 0 DESIRED UPLIFT = 94001 MAX. SIMPSONHDU5 A5 CONNECTION DETAIL HOLD DOWN 56451 MAX. —11 (1) 5/8' DIA. KEDGE ANCHOR 4" MIN. EMBED, A5 CONNECTION DETAIL PLAN BOX -OUT DETAI A5 SCALE: 1 4 - 1-0 20 CROSS BLOCK 0 24' O/C TYP. TOE NAIL EA. END W/(3) 16d 1/2' DRYWALL OVER — NAILS TYPICAL FURRING TYPICAL TRUSS CONT. 20 RIBBON W/ 3-16d NAILS EA. STUD a5 CONNECTION DETAIL EXTRA LAYER OF 1/2" — ALLOWABLE LOAD 1061 1/1RUSS UPLIFT DRYWALL SURRONDING FRAME ARCH / TYPICAL FURRING J APPLIED TO SHEATHING � 19/32 PLYWOOD ARCH J SECTION (3) 160 DR EA. TRUSSP' REINFORCE VER71CAL MEMBERS OF GABLE END TRUSS W/2x4 T-BRACE AT EA. VERT. NAIL w/16d NAILS 0 8- 0/C P WEW AT T-BRACE A5 CONNECTION DETAIL I PRE-ENG WD. TRUSSES 0 24' 0/C (SEE CONNECTION SCHEDULE) 19/32" EXT. GRADE PLYWD. NAILED 0 6' 0/C AT PANEL EDGES & 12' 0/C FOR THE REMAINING FIELD W/ 10d NAILS 2x8 VERTICAL NAILED TO ROOF TRUSS W/ (3)iOd NAILS, NOTCHED AND TOENAILED W/ (3) 10d NAILS TO PLYWOOD ON BLOCK WALL. (3)i/2 x6' PC3. EXTERIOR PLYWOOD CUT TO CONTOUR OF ARCH, SHOT TO WALL W/ 3' PINS 0 12' 0/C (1 1/4' EMBED) VIEW ROOF SHEATHING NAIL PER SCHEDULE CONT. FASCIA BOARD (SEE WALL SECTION) NAIL TO LADDER W/ i6d 0 8- O/C 2x4 LADDER FOR O.H. 0 11" 0/C 18" MAX. Ax CONT. 2x4 LADDER PLATE ANCHORED TO GE TRUSS W/ 16d NAILS 0 8" O/C MAX. —� 2x4 DIAGONAL BRACE RESTRAINT 0 4'-0" O/C WALL SHEATHING NAIL PER SCHEDULE GABLE END FASTEN TO SLEEPER W/ 16d NAILS 0 4" 0/C TYPICAL CONT. 2X4 SLEEPER FASTEN TO BEAM W/ HILT XDNI 2-5/8' LG. 0 6' 0/C LISP TA24R EMBEDDED STRAP W/ (4) 16d NAILS 0 EA. TRUSS VERT. WEB (24° 0/C) CONT. CONIC. OR MASONRY TIE BEAM SEE TIE BEAM SCHEDULE 2x4 LATERAL BRACING 0 4'-0' O/C Li SECTION CONT. 2x6 P.T. BUCK FASTENED TO LINTELS W/ 1/4'0' LG. TAPCONS 0 12' 0/C MAX. AND TO BLOCK OR CONC, W/ HILTi DNI-62-PB 0 8" 0/C MAX. 2X6 P.T. CROSS BLOCK REQUIRED ONLY IF FREE EDGE DIMENSION EXCEEDS 24' SEE DIMENSION. NAIL TO BUCK AT EACH END W/ (4) 16d NAILS. EDGE OF MASONRY OPENING 19/32 EXTERN SHEATHING W/PAPERBACKED HI RIB METAL LATH 20 PT BLOCKS ALONG ARCH NAIL TO PLYMD. EACH END W/(3) 10d x 1-1/2' COIL NAiLS A A4 I 10'-8" T.Oaa I 1 9-4TO.e.B. A5 10 O I I I �tol■ li7w!■w 14 "LOTTS" LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT PPLIED UPLIFT LINTEL SPECIFICATION 1 17'-4" 1413 584 581 170 8F24/iEll T 2 4'-6" 10000 250 6849 100 8F40/1B1T 3 3'-6" 10000 250 7428 100 BFi6/i13iT 4 4'-0" 8859 270 5572 100 BF16/1131T 5 4'-0' 8859 270 5572 100 BF16/i131T 6 3'-6" 10000 250 7428 100 8F16/1B1T 7 10'-6" 1664 1172 830 307 8F16/iBiT 8 13'-4" 3250 810 1178 206 8F32 1B1T 9 17'-4" 856 250 374 100 SF16/i13iT 10 5'-4" 5809 250 3057 100 BF16/1191T 11 3'-6" 10000 250 7428 100 BF16/i131T 12 4'-0' 8859 270 5572 100 BF16/101T 13 4'-0' 8859 250 5572 100 OF16/i01T 14 7'-6" 2882 977 1548 323 8F16/1B1T 15 5-10" 1002 0 722 0 8RF6/1BiT 16 5'-10" 10000 976 5480 266 BF44 1B1T 17 7'-6" 1 7857 1 876 5480 1 250 1 8F32/iBiT 18 3'-6" 1 10000 1 295 9578 1 113 1 BF72/1131T 19 7'-6" 1 7057 1 250 3323 1 100 1 BF32/iBiT RE Et(GINjERrD 24 C II BELOW ABOVE ! 15 9.1 I ® 17 1 A5 O cd �m 19 o?m o0 v 8 0� 0 A5 9 A5 O1 L T.O.B.B. O ! !EI El Ji— I I I I I /I .!� din 0 22'x54' PULL ON STAIR W/SW. LT Q O O T 2 PROJECT LOG ISSUED FOR START 10-02-19 ISSUED FOR PERMIT 11-01-19 BLDR. REV. 01-30-20 z BLDG COMMENTS 03-11-20 3 TRUSS CONNECTOR REVISION 09-10-20 w d W w W L w _ w z a 0 y j N o 0 Q Z Q o r a En o rn O rn n c O L ,;ram C7 C w a O 3 vi c rn Y cn i+ futo cu j C7 a o M M poO. =w 2t'+ crn E � Q a Lu E o N o 'n =C o tmn - Z V d- V m a0 z o J L` O O u W R EW rh o U SOT• UCOI COUN 1� FRAMING FIB- COP PLAN A-5 9'-4" it -4 T.O.. . r I u w1 011 PROJECT LOG DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE 1 ZONE 2 ZONE 3 PANEL FRAMING BOUNDARIES EDGE INTER. EDGE INTER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING 8d RING- Bd RING- Bd RING- 8d RING- Bd RING- 8d RING- Bd RING - EXPOSURE 1, OR EQUAL SPAN RATING 40120 19 32' 24' O/C MAX SHANK 6' 0 C SHANK 6' O C SHANK 6' 0110 SHANK 6' O C SHANK 6' 0 C SHANK 4' O C SHANK 4" O C BLOCKED AS SHOWN ON PLAN EXT. WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RATING 40 20 19/32 16' 0/C MAX. Bd RING- SHANK 4' O C Bd RING- SHANK 4" O C Bd RING- SHANK 6' 0 C I NAIL CORNER STUDS AT 4' 0/C MAX. TYPICAL BLOCK FREE EDGES APA RATED SHEATHING Bd RING- 8d RING- Bd RING- INT. WALL EXPOSURE I, OR EQUAL SPAN RATING 32116 15/32 16' 0/C MAX. SHANK 6" 0 C SHANK 6' O C SHANK 12" 0 C BLOCK FREE EDGES ROOF NAILING IS IDENTICAL FOR ZONES 1 & 2 RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS: 1. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3, 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5, 2 INCH NAIL LENGTH TRUSS CONNECTOR SCHEDULE FASTENERS SIT PER AP ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (F1) MARK USP CONNECTOR TRUSS TIE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA12 5 10d x 1-1 ' - 9901 19801 335 1 670 1 2451 490 TC-2 TA14 (7) 10d x 1-1 ' - 12051 2410 1 335 1 670 1 245 1 490 TC-3 HTWM16 8 10d x 1-1 4 1 4' x 1-3 4' WAS. 1225 - 1225 - 12251- TC-4 IHTA16 1 (9) 10d x 1-112' - 18701 24301 710 1 13101 2701 1215 TC-5 I HTW20 20) 10d x 1-1 2' 24 10d x 1-1- 1530 1- - - - - 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR MOOD SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPODNS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. a: EDGE STRIP DEFINED AS THE LESSER OF 10X 2 OF LEAST HORIZONTAL DIMENSION OF BUILDING OR 40% OF HEIGHT H BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OF BUILDING AND AT LEAST 3 FF. 3 --------------- I I I - - - - - - - - - - - - - - - i 0 -1---- - - - - - - - NOTE: SEE DIAPHRAGM SCHEDULE FOR ROOF ZONE 2 2 NAILING REQUIREMENTS. 1--- ---� ROOF ZONE DIAGRAM USE USP HTW20 FOR ALL WOOD TO WOOD CONNECTIONS, U.N.O. NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD COND111ONS 1 TYP• RIDGE CAP & ROOF MEMBRANE 2x RIDGE BOARD �H10 CUPS ON 1 SIDE O ON 1 SIDE OF TRUSS STAGG. & ATTACHED TO 2x6 CATS 0 24' O/C BETWEEN TRUSS RUN I I PRE ENGINEERED ROOF TRUSSES SEE FRAMING PLAN FIELD FRAMED RIDGE DETAILI F2 MoiAure barf not SbOVdil . V 1 9U1AU IN 11 9 v I TYP. MISSED STRAP DETAIL NOTE: TRUSS LOADS HIGHER THAN CHART PROVIDED WILL NEED APPROVAL LETTER ALL WALLS SHOWN ON THIS LAYOUT APPROVED TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG ARE TO BE LOAD BEARING 9'-4" 6 10'-811 pp ppp 11r_4r e e e e BRG. L 141-813 TRUSS BEARING HEIGHT SCHEDULE TYPICAL TRUSS END DETAIL J INDICATES LEFT END OF TRUSS HANGERS TO BE USED (Simpson) or (Usp) (Z) HUS26 QA HUS26 Q HGUS26-2 © THDH26-2 QD HGUS28-2 QD THDH28-2 Q HHUS46 ®THD46 © LUS24 © JUS24 NCIN Tc7Os� F F J1 J1 J3 s J5T C1 1594 LBS. MAX. 9(2) TC-1' C2 9'-4" 10'-4" 779 LBS. A; CLG CLG TC-.1 3 C3 1344 LBS. MAX. (2) TC-1 TOP AT 9'-4" CLG BUI 228 L TC-1 1 t R 3 5 U7�_ 164 LBS MAX A31 164 LBS. MAX TC-1 TC-1 3 J2 E3 164 LBS. MAX. TC-1 co 0 ram- r— r r` Ln M 0'—f CLG 3 622 LBS. J3A J5A a� Q 4 Q. a a .Q .Cy) 00 a a a Les. TC-1 12'-4" CLG 0 CLG CLG KNEE WALL BY BI ILDER CONNECTION / 3 751 LBS. MAX TC-1 A 1 4 751 LBS MAX. TC-1 00 OT N Q 'T 0 co r Q Q Q Q Q Q Q 9'-4" CLG 9'-4" CLG 1'-6 CLG SEE DETAIL 256 LBS MAX. TC-1 9'-4" CLG TOP AT 9'-4" 3 f65�1:b9f,`,LBA h KV J1 J3 J5 J7 J7 J7 �mi _ A J7 J7 J7 J7 a e ISSUED FOR START 10-02-19 ISSUED FOR PERMIT 11-01-19 BLDR, REV. 01-30-20 z BLDG COMMENTS 03-11-20 3 TRUSS CONNECTOR REVISION 09-10.20 W d W m J < $ i ui W w a � 3 LL ui O w 7 N z 3 F a ® o u 0 Q —1 a d Z O 2 0 0 a to ra O 07 fA v � w cc n co m O an c w ac5 L c O }' (o aj .� a) Ne a-+ pu 8'- C i � v -0 w cu Eo aci cLn .2 E E o -a 2: > '` O a o c = c;, c 0CJ aNi o o Ne a� O L` 0 O J3 � W_ C p u J1 Q J W O.J 2 1/4" = 1'-O" U.N.O. TRUSS s PLAN A-6 256 LBS MAX MW m 01