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865 NE 97 St (8)11 Hip fl - Two Member Required - Spike together with 16d natts at 12" o.c. Joust 5 Joint 4 Joint 7 Jot 6 Joint 8 Joint 9 Joint 4 Joint 12 Joint 4 /\ int 18 or Joint 18 (alt.) 441h. s2 Joint 2 A 3 a?1 x Joint 13 x4 Pr 1 Joint 17 '2 x 4 E - 24' -9" b 28' -8" 2 x 4 F - 19' -9" to 24' -8" Joint 11 -tnt 2 1 lint Joint 11 13' -0" Joint 14 Joint 14 Joint 13 11• -0. Wedge bloc from heel NOT : In Jade and Broward Cou Mies -4;4-4:444,0 ctra Joint 2 t 5' -0" Joint 3 Design For Hip 1 1 Set 5' -0" from end wall 7' -0" Design for Hip 0 2 spaced 2' -0" o.c. 9' -0" Design for Hip f3 spaced 2'-O" o.c. Design for Hip 1 4 spaced 2' -0" o.c. Design for Truss spaced 2' -0" o.c. NOTE: For more complete truss details see file no. K- 120- 28 -3 -55 CAMBER BOTTOM CHORD OF TRUSS ANO HIP MEMBERS 3i8" AT CENTER SA N F 0 R D use on y 3 Joint 1 Joint Joint 1 NOTE: Delete wedge block and Q-42 wedge block plate on spans below 26' -8" 1 12 �3 12 X13 12 —j3 12 �J 3 12 3 4a01 a F Truss Diagram a 915, 867/ 866 • 867 915, c 7� 8 I 28' -0 . I a 4 14625 5 13,1 T 190 3850 5801 d b d Truss Diagram 15901C 3 4,5 \ 4 62407 4 275 b 28 -0 Truss Diagram Truss Diagram 2 8850 28• -0" Truss Diagram 770T 3 12 SLOPE —19" to 28" SPANS — HIP SET T�3 JOINT 2 8850T Stress Diagram 770 580 385 f I 190 Stress Diagra 550 490 m 495 e r i 275 T 28 -0 K —I 2 0 T R U S S h 1 50601 440 3301 440 Stress Diagram 330 6050 i I d I a 605' 12 a 1 b% � � r• � 330 48450i 352 C 3j4 _d 1,2 - -A: I 1200/C Stress Diagram 3850 71715, . oc 41d . a 7150 385, e Stress Diagram 720 t 770 410 1-91 Sanford Gri -P -Late 24' -9" to 28•-B" — H-77 Sanford Gri -P -Late 19' -9• to 24' -8" Q-54 Sanford Gri -P -Late 1/2" JOINT 7 1- I/2" Q-42 Sanford Gri -P -Late 1/4" Q-30 Sanford Gri -P-Late 1 -55 SsnFord Gri -P -Late Q-18 Sanford Grl -P -Late JOINT 4 JOINT 10 JOINT 13 JOINT 16 JOINT 18 (alt.) 1 -1/2" } 0" 7/8• Butt Joint 1 -119 Sanford Grt -P -Caro 1/2. SANFORD GRI -P -LATES SANFORD GRI- P- LATES, pressed into each side of TRUSS face, shall be 20 gage (.0359) hot dip galvanized steel, perforated with 1/4" deep triangular teeth to form the gripping sur- face and having position nail holes pierced approx. 2" o.c. POSITION NAILS, driven through each of the position nail holes, shall Le 1 -1/2" long annu- lar ring shark .120 diameter, 9/32" head. copyright 1960 4 3-1/4" 1 -55 Sanford i -P -Lots JOINT 1-1-77 Sanford Gri- P-Late JOINT 8 JOINT I I JOINT 14 1 -1/2• Q-2 Sanford Gri- P-Late JOINT 17 1 -55 Sanford Gri -P -Late JOINT 118(alt.) K -33 Sanford Gr1 -P -Late a carol Sanford 1 -1/2" JOINT 3 Q-42 Sanford Gri- P-Late Q-30 Sanford Grl- P-Late JOINT 6 Butt Jetnt 5-170 Sanford Gri -P -Late Butt Joint 1.147 Sanford Grl -P- ate tt ant 1-147 Sanford GrI -P -Late Butt Joint 5-130 Sanford Gri- P-Late JOINT 9 2x2 Block JOINT 12 2x4 Block JOINT 15 Butt Joint S -110 Sanford Gri -P -Late JOIN T_ 18(alt.) 1 1/2 J H -77 Sanford Grl -P -Late LUMBER shall be of a structural grade with a minimum mo u us of elasticity of 1,540,000 p.s.l. for A, and 1,760,000 p.s.l. for D, E, and 9. Allowable extreme fiber stress In bending shall be. 1200 p.s.l. for A, 850 p.s.l. for D, 1500 p.s.t. for E, and 1200 p.s.l. for F. DESIGN FOR TRUSS 8 HIP TRUSSES 19" - 9" to 28' - 8" Live and dead loads on rooF 45 sq. ft. Dead load on Gelling 10 sq. ft. Total design load 550 sq. ft. NOTE, 33-1/3% allowable unit stress increase for sh &t time loading. Z W 2 0 - o a 0 8 E 0 0 Z 2 -1/2" T -75 Sanford Gri -P -late 1/4" H-105 Sanford Gri -P -Late over 3P-0" Q -9 Sanford Gri -P -Late Q-42 Sanford Gri -P -late 1/8" H -91 Sanford Gri -P -Late up to 31' -0" T -147 Sanford Grt -P -late SANFORD GR1- P- LATES, pressed into each �_ side o t r i angu f TR Ul SS van l faize ce, shall be 20 gage (.0359) h d steel, perforated with 1/4" eep ar teeth to form the gripping sur- face and having ition nail holes pierced _i/2 approx. 2" o. c. (2.225 teeth per square inch) pos SANFORD G R I- P - L A T E S DESIGN FOR TRUSS - 28' -9" TO 32' -8" - SPACED 2 0"a.c.. POSITION NAILS, driven through each of the position nail holes, shall be 1 -1/2" long an- nular ring shank .120 diameter, 9/32" head. Minimum Quality Lumber as Tabulated Below OVERALL A (Top Chord) B (Web Memb C (Bottom Chord) up to W.C. Standard W.C. Construction 1200f Industrial 32' -8" Hemlock Hemlock (L. F.) Hemlock (W. C. ) 29' -8" ii C.R. Construction Fir (LF.) JOINT 1 JOINT 5 CAMBER BOTTOM CHORD 1/2" AT CENTER 32' -0" Live and dead load on roof 45 sq. ft. Deal load on ceiling 10 sq. ft. NOTE: 33 -1/3% allowable unit stress increase for short time loading. JOINT 2 JOINT 4 STRESS DIAGRAM Total Design load 55 sq. ft. JOINT 3 K -120 T R U S S $R" ii10'€ m )11y `r 15 4 S -130 Sanford Gri -P -Late National Design Specifications for Stress Grade Lumber (NLMA)design criteria is follower' with the following exception: Allowable stresses for 2 x 4 Construction Fir and 2 x 4 Construction Hemlock are: Species and grade W. C. Const ucti n Hemlock (L. F.) f c E copyright 1960 a. carol Sanford 2 Joint 15 Joint 18 J Fr Joint 15 Joint 23 -- t- - Joint 6 � Joint 19 Joint 19 2 Joint 11 x4C 2 x 4 A 2 x 6 A Joint 19 Joint 24 2 x 4 x Joint 1 Joint 4 x 4 A Joint 4 Joint 24 /— Hip 11 shall consist of (2) trusses. Each truss must have Sanford GrI -P -fates on both faces at all joints as shown. Trusses J` shall be fastened together with 12d nails at 12" o.c. Joint 10 Joint 9 Joint Joint 21 2x ' 2"x 2x4 Joint 10 Joint 22 Joint 4 Joint 14 Joint 22 Joint 8 DESIGN FOR HIP '1 13' - 0" CAMBER BOTTOM CHORD OF HIP MEMBER 1/2" AT CENTER of 5 3 x 1 Joint 1 11' - 0" Set 5' - 0" from end wall. 4C 5' - 0" 12 Joint 13 Joint 12 DESIGN FOR HIP 1 2 Spaced 2' - 0" o.c. �] 3 9' - 0" DESIGN FOR HIP 1 3 Spaced 2' - 0" o.c. 12 DESIGN FOR HIP 1 5 Spaced 2' - 0" o.c. DESIGN FOR HIP 1 6 Spaced 2' - 0" o.c. 3 Joint 1 . � a DESIGN FOR HIP 1 4 Spaced 2' - 0" o.c. a KEY: 0 LOCATION POINT OF GRI -P -LATE JOINT 1 JOINT JOINT 2 H -119 Sanford Gri -P -late Q-30 Sanford Grl -P -late H -105 Sanford Grl -P -late JOINT 5 JOINT 8 JOINT 11 tt Jo 6 x 24 Sanfo rd G - P -late over H -63 Sanf•rd Grl -P -late JOINT 14 JOINT Boft Joint JOINT '3 H -119 Sanford -' -late JOINT 6 JOINT 9 460, 970 1020 1020 b + c 1 di a q 32' - 0 " rI— TRUSS DIAGRAM 2 10.2kC kG - siz 5 19.0kC �".i 1d c".! j � �, 1�2kT 0.5 m.. " 16.761 1 STRESS DIAGRAM 2001 380 c5 d 6 �` e 66`, 5791 3801 RUSS DIAGRAM 500 250 b 4,5,6 TRUSS DIAGRAM 300, 6°6 c d 300 5 + 1 80, j 600, r a I b m t a 1 TIC T � 3 4: �C 4'"C 1 m 1- 4 5.9kT T RUSS DIAGRAM RUSS DIAGRAM TRUSS DIAGRAM 3/12 SLOPE 28 TO 32 7.86T- 7.8kC 6.561 2 STRESS DIAGRAM 1 5001 ' 500 2 1��� ► 5191 51 e 1,4,5,6 2401 47 , c47;/ .5701 a 70, 47', 4751 2401 m Q 6.161 3 5.660 1020 970 Tk e ^ STRESS DIAGRAM K -120 S A N F O R D T R U S S STRESS DIAGRAM 6 3k/ 5.1G 250 4 STRESS DIAGRAM STRESS DIAGRAM 460 d e, H -105 Sanford Grf -P -late 9I 3/4" 1 -55 Sanford Grl -P -late Q-42 Sanford Grf -P -late Q-18 Sanford Grl -P -late JOINT 4 JOINT 10 JOINT 13 Butt Joint 6 x 18 Sanford Gri -P -late over 11-49 Sanford Grf -P -late Butt Joint 6 x 18 Sanford Gri -P -late 0-54 Sanford Gri -P -late Q-42 Sanford Grl -P -late 19 JOINT 22 SANFORD GRI - P -LATE S SANFORD GRI -P- LATES, pressed into both Imes of each TRUSS at all joints, shall be 20 gage (.0359) hot dip galvanized steel, perforated with 1/4" deep triangular teeth to form the gripping surface and having pos- ition nail holes pierced approx. 2 "o. c. (2.225 teeth per square inch) POSITION NAILS, driven through eoch of the position nail holes, shall be 1 -1/2" long annu- lar ring shank .120 diameter, 9/32" head. rr SPANS — HIP SET copyright H -91 Sanford Gri -P -late Q-42 Sanford Grl -P -late JOINT 17 T -55 Sanford Gri -P -late and Q-18 Sanford Gri -P -late 20 11-77 Sanford Grl -P -late 3/4" - -11- - JOINT 23 1960 a. carol sanford T -75 Sanford Grl -P -late H -77 Sanford Grl -P -late 11-105 Sanford Grl -P -late • 0-9 Sanford Grl -P -late H -77 Sanford Grf -P -late JOINT 12 JOINT 15 JOINT 18 9" JOINT 21 Butt Joint 6 x 18 Sanford Grl -P -late S -130 Sanford Grl -P -late 2x6 JOINT 24 LUMBER, shall be of a structural grade with a minimum modulus of elasticity of 1,540,000 p.s.l. Allowable extreme fiber stress in bending shall be 1450 p.s.I. for A, 750 p.s.f. For C. DESIGN FOR HIP TRUSSES 28' - 9" to 32' - 8" Live and dead load on roof 45 psf Dead load on ceiling 10 psf Total design load 55 psf NOTE: 33 -1/3% allowable unit stress increase for short time loading. 0 SANFORD G R I - P -LATE S SANFORD GRI- P- LATES, pressed into each side of TRUSS face, shall be 20 gage (M359) galvanized steel, perforated with 1/4" deep triangular teeth to form the gripping surface and having position nail holes pierced approx. 2" o.c . (2.225 teeth per square inch) POSITION 1.: ".'I c, driven through each of the position ncil holes, shall be 1 -1/2" long annu- lar ring shank .120 diameter, 9/32" head. Q-30 Sanford Gri -P_ Iste 2x4 Sub -faci (by Builder) 18d Nails 1/4" clearance 36" to 48" t Q-2 Sanford Gri -P -ta 01‘ 2x4 or 2x6 Top Chord of Truss TYPICAL Q -9 Sanford Gri - "� 2x4 8 d Nails __ 1 1/4" clearance 1. 12" to 24" : In Dada and 6roward J'J.Itlas, use only #1, 1500E '' r equal, stress graded lumber. --rr`Q -9 Sanford Gri -P -late -- or 2x6 Top Chord of Truss,TYPICAL - ALL OVERHANGS . Q -42 Sanford Gri -P -late rt _ 2 x 4 Sub -facia (by Builder) 2 x 4 treated Ledger, bolted to wall 48" o.c. Shim Soffit Joist to solid bearing and attach to Ledger with Sanford Framing Anchor at each Joist. (by Builder) Min. 2 x 4 Plate (by Builder) TYPICAL 2 x 4 treated Ledger, bolted to wall 24" o.c. Shim Soffit Joist to solid bearing and attach to Ledger with Sanford Framing Anchor at each Joist. (by Builder) S A N F O R D DETAIL OF LEVEL SOFFIT OVERHANG, 2 -1/2 /12 PITCH AND OVER n -- 1/4" clearance TYPICAL for concrete tie beams. See P. 217A for truss anchorage detail using stud bearing walls in areas of 20 psf wind load and less. x 48" to 72" Shim to Solid Bearing 2x4 Plate (by Builder TYPICAL ~ I 8 d Nails (2) Q -2 Sanford Gri -P -fates Wedge Block --_ Q -18 Sanford Gri -P -late � �8d Nails 2 x 4 Nail with three 16 d Nails, 1/8" x 1" Strap Anchor bent ( over Top Chord of Truss. TYPICAL r Q -2 Sanford Gri -P -late �, _edge Block - 1/4" clearance Up to 12" Concrete Tie Beam TYPICAL 1/4" clearance 24" to 36" 8 d Nails K -120 TRUSS COpyr1ght 1960 0. taro sonford 4. 0 -J 0 0 e SANFORD GRI-P-LATES SANFORD GRI-P-1ATES, pressed into each side of TRUSS face, shall be 20 gage (.0359) galvanized steel, perforated with 1/4" deep triangular teeth to form the gripping surfoce and having position nail holes pierced approx. 2" o.c . (2.225 teeth per square inch) POSITION NAILS, driven through eoch of the position nail holes, shall be 1-1/2" long onnu- tor ring shank .120 diomeier, 9/32" head, as manufactured by Independent Nail Co.or equal. Regul r Truss 2 0-2 Sanford Gri-P-late (2) 16d nails 12" 1'-0" CORNER JACK 0-30 Sanford GrI-P-late or 2 Q-9 Sanford Gri-P-lates PEAK DETAIL Even foot span Last Hip Member t m" 3'-0' CORNER JACK 0-18 Sanford Gri-P-late Beveled 0-30 Sanford GrI-P-late or Cuts 2) Q-9 Sanford Gri-P-Iates Sanford Gri-P-late HIP JACK — *NOTE: 2 x 4 Rafter is sufficient for alt End Jacks; However larger sizes are generally used when the Top Chord of the Trusses is larger. Partial Cat PEAK 6ETAIL Off foot span 1/8" x 1" Strop Anchor Bent over Top Chord or Jack and iled with 3 - 16d nails. (by Builder) S A N FORD C PLAN OF HIP ROOF CORNER WITH ALL JACKS. SETBACK 5'-0" FROM OUTSIDE WALL 2 x 4 Ledger Beveled on tot. lie_ ledger_ toiiiirl with_ (4)1_6d milt or_ Sanford . Framing Anc,b9J-cli .A.l.c.t1 trYg:MAIPbet in c.9r1 vit.th ...1-tdgcr Strip. 1 (by Builder) 1111 ;101/rw iran,..A. Qt H Jig o' H 13 1 H12 Tie End Jack to Hip 1 1 with Sanford Framing Anchor on the top and 2 - 16d nails on the bottom. (by Builder) Tie Hip Jack to Hip Ij with Sanford Froming Anchor or 3 - 16d nails - Top and Bottom. Bui lder) copyrIght I P Rid H 1 1 1 24" ROOF CORNER PLAN 1/8" x I" Strop Anchor bent over top chord of Jack and nailed with 3 - 16d nails. (by Builder) 12 Slope of roof. Q-30 Sanford Gri-P-late and 2) 0-2 Sanford Gri-P- lates AIIIIIIIIIIIIiiiiimbliiift gli " verhang to suit. (See Detail) 60" 5'-0" END JACKS x 4 Ledger (by Builder) End Jack TRU 3'-0" Corner Jac wo I6d roIJs Sanford Froaii Top and Bot C 0 24" 24" 12" . Min.2 x 4 plate (by Builder) >r g Anchpr o m rner Jac K-I20 SS 1 9 6 0 a. carol sanford 0 -o 0 2...9 I / 2. I 1 r"V '11.8 e.2 ' i • I •• - 1 '1 0 4 0 + ..t - . „ . crN r E 12 (3f: . 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