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PLANS 7 NE 91 ST
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I I r h J: cs , 1 11.00 I IT: 1 1 ti ' TRUSS ( G ) :til 4401. tr p- H II I 1 4 ti 711 sc f‘L 11 --Tr 11 4 - — kV Ski RATES ON 1&:-.1WE • • 41. .01:11Y_M_&1 -- 60° CIJ r_ 6O CUT 2x4 LEDGER (3OLTED ' 0. f;. 'WW1 II.JR•RtCANc r U 3 `3 E 1) A U n 0 N LESS D ( N FO[ 1,' : •■• •••ri'f,- AI h 441 15450 1416% Ave. mtAm). ri,A., I; cm M VL4 64, • FUR $ Er WEND ANCHORS (0 TOP CifOliOS A/R AV fr ?la) A a r g /3 A /4 / She i??5 • .s te, tet•-%•' I ? - • I , I .• • • _ C 4— 7- 6e) ____, .._..--- --- -1. • • • 170 NI -. GP LI ti Bad 7 JfInt 9 J ttnt 4 Frz 2 x 4 Joint 12 Joint 4 Joint 12 Joint 16 1 Joint 15 Ti 4 ZxTEC Joint 2 x 4D 31e g D 2x4 A int 2 2 4D D x 4 D d�9 Woo Joint 13 f8 � Joint 2 Joint 10 Joint 1 Joint Hip 11 - Two Members IRequtred - Spike together with 16d nails at 12' o.c. Jolt 5 Joint INs Joint q _2x4 E Joint 17 Jo nt 18 es Joint 18 (alt.) Joint 11 Joint 4 Joint 2 Jo1pt 11 j2x4E- 24'- 9•to 28' -8" 2 x 4 F- 19 " -9" to 24' -8" Joint 3 Design for Hip 01 r' Set 5' -0" from end wall 7 7'-0" I ,hint 2 Jo nt 11 11' -0" Joint 13 5' -0" Joint 10 Design for Hip 12 spaced 2' -0" o.c. Design for Hip 1 3 spaced 2' -0" o.c. lint 14 Design for Hip 1 4 13' -0" o spaced 2 -0" o.c. Joint 14 Joint 14 Design for Hip 1 5 spaced 2' -0" o.e. Design for Trust spaced 2' -0" o.c. CAMBER BOTTOM CHORD OF TRUSS ANO HIP MEMBERS 3/8' AT CENTER Joint Joint 1 NOTE: Delete wedge block and Q-42 wedge block plate on spans below 26' -8' Joint 13 2' -3" Joint Wedge bloc oint 1 tiosot from heel J 12 p 3 X13 12 3 12 3 12 3 K-120 3/ I2_SLOPE 915 867 866 867 915 28' -0" 4 14525 00 T Truss Diagram Truss Diagram 1590 2 8850 13,10 T 8850 5 Stress Diagram 1951 3851 580 770 580 385 o b e 9 190 1 12 28' -0" 624 1 4,5 4951 4 275 c b Truss Diagram 50604 605 330 12 I b 3 a Truss Diagram 4845 Truss Diagram 4520 Truss Diagram 77!11 1,2 28' -0" °C 0 1,2 12001C 44 0 1 440 7151 o d b a q �15 1 755 1C S A N F O R Q T R U S S 9 Stress Diagram 550 4951 491 275 1 �2�CA2201C d � ` li4• i Q-30 Sanford Gri -P -Lots 40 1 330 440 Stress Diagram 1 d ° f 6051 3301 02 16 c 1,2 T— it Stress Diagram 7 7 0 720 d 7i0I 410 b 4101 21V b 9 Stress Diagram 9' - 9 "to 28" SPANS — HIP SET H -91 Sanford Grt -P -Late 24' -9" to 28' -8" — H -77 Sanford Grl -P -tote 19' -9" to 24' -8" ' 7/8" JOINT 4 JOINT 7 1/2• 1 -1/2" Q -42 Sanford Grt -P -Late Q -30 Sanford Gri- P-Late T -55 Sanford Grl -P -Late Q-18 Sanford GrI -P -Late JOINT 10 JOINT 13 JOINT 16 i g . 1 -1/2" JOINT (alt.) WAGIIE Butt Joint T -119 Sanford Gri -P -Late 1 -1/2' SANFORD GRI -P -LATES SANFORD GRIP- LATES, pressed tnto each side of TRUSS fore, shall La 20 gage (.0359) etectro- galvanized sleet, perforated with 1/4' deep triangular teeth to form the gripping tut- face and having position null, holes placed approx. 2" o.e. POSITION NAILS, driven through each of the position null holes, shall be 1.1/2• long annu- lar ring shark .120 diameter, 9/32• head, as manufactured by Independent Nall Co., or equd, copyright 193 3 -1/4" T -55 Samford Grt -P -Late 2 -1 Q -30 Sanford Grt -P -Lots 11-77 Sanford Gr1- P-Late 3-1/2' - H -77 Sanford GI- Q-2 Sanford Grl- P-Late JOINT 2 JOINT 5 4• JOINT 8 JOINT I I re- Lots JOINT 14 JOINT 17 T -55 Sanford GrI -P -Late JOINTI8(alt) K -33 Sanford Gri- P-Late • ••r•1 1 -1/2" JOINT 3 Q-42 Sanford GrI -P -Late Q-30 Sanford Gri- P-Late a•nf•rd JOINT 6 Butt Joint 5-170 Sanford Gri -P -Cats JOINT 9 • Butt Joint 15-147 Sanford GrI- P-Late JOINT 12 2x4 Block u o nt T -147 Sanford Gri -P -Late Butt Joint S -130 Sanford Gri- P-Late JOINT 18 Butt Joint S-90 Sanford Gri -P -Late JOINT 18(alt) Q-54 Sanford GrI -P -Lotto LUMBER shall be of a spycfural grade with a minimum modules of elasticity of 1,540,000 p.s.l. for A, and 1,760,000 p.s.i. for 0, E, and F. Allowable extrema floe/ Lhasa in *Anil shall b. 1200 p.s.l. for A, 850 p.s.l. for D, 1500 p.s.i. For E, and 1200 p.s.h. for F. DESIGN FOR TRUSS & HI► TRUSSES 19' -9" to 28' -8' Ur* and dad foods„4n rod 450 sq. ft. Daod toad p9 felling, )0 sq. ft. Total design loo¢,S88I sq. ft. NOTES 33113% PI(ewobie unit stress intros.. for ,h t Limo foaling. v • i • • V • • Std. truss this side S A N F O R D G R I - P- LATE S SANFORD GRI- P- LATES, 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 surface and having position nail holes pierced approx. 2" o.c . (2.225 teeth per square inch) POSITION NAILS, driven through each of the position nail holes, shall be 1 -1/2" long annu- lar ring shank .120 diameter, 9/32" head, as manufastured.hy Independent Nail Co. or equal. LUMBER as marked with allowable unit stresses of: c - 1200 p.s.i. Compression parallel to grain f - 1500 p.s.i. Extreme fiber in bending e - 1,600,000 p.s.i. Modulus of Elasticity 2 X 4 CONSTRUCTION FIR c - 660 p.s.i. Compression parallel to grain f - 850 p.s.i. Extreme fiber in bending e - 1,600,000 p.s.i . Modulus of Elasticity. T -147 Sanford Gri -P -Late T -55 Sanford Gri -P -Late 0 W v w 2 X 4 Cons -a 2 X 4 'Southern Q -42 Sanford Gri -P -Late (6' -0" to 6' -9" can't) CAMBER BOTTOM CHORD 3/8" AT CENTER SAFORD R ction DESIGN FOR TRUSS 26' -0" WITH VARYING CANTILEVERS 1' -7" TO 6' -9 "SPACED 3� O V 0143 3t14 3f0,fur ►;�)tltltt3i, tsi3 only 1, 1S00f, ! f r ;tlil, stress graded lumber. NOTE: 33 -1/3% Allowable unit stress increase for short time loading. flr Pine or 1500f Fir ■2 X\4 if \ ) v ' 1' 4 c ru v N - a� 0, O �r N 1 „'n. No 0 d T'' c --___ � 8Q N 3 4 T1 a ` ! I I 6 f i3 , 0 23' -2" Live and dead Toad on ceiling 45 sq. ft. Dead load on roof 10 sq. ft. 1,2 1,2 40004 (Max) 5,6 Fir 41001c (Max: 3 STRESS DIAGRAM Total design load 55 sq. ft. c o p y r i g h t 1 9 5 8 Q -42 anford Gri -P -Late S -90 Sanford Gri -P -Late 6' -0„ ., 2' -10" up to 6' -0" 1 > . 6' -0" to .4, 3 0 0' i --a b h 2' -0 12 y - fi t �;_- - -,_ Q-42 Sford g —� ._ G -P -Late \ wed Vock Lir ne it or )5 00 �_H` Sanford , / Fir ri -P -Late Max Moment.38 "k I 1''7 " and under `� Over 1' -7" gip to 2' -10 to inside of 2 X 4 plate 3A001 (nax) \ ons - Q -18 Sanford Gri -P -Late e f 1 17 1: 21;6_ 11 ;c - \ � rlrr, 2740 C (Max) '8 Fi"91 Sanford Gri -P -Late — Q -54 Sanford Gri -P -Late .p to 2'-0" over 1 _ 1 hang K -120 TRUSS carol sanfor 7 6 0 e S A N F O R D G R I -P -L A T E S SANFORD GRI -P- LATES, pressed into each side of TRUSS face,shal( be 20 gage (.0359) g -.lvanized steel perforated with 1/4" deep triangular teeth I to form the gripping surface and having posit on nail holes pierced approx. 2" o.c.(2.225 teeth per square inch.) VALLEY MEMBER A 4 ft. 2-X 442 Sanford Gri -P -Late 2 X4 3 8 ft. VALLEY MEMBER 8 Q-42 Sanford Grt -P -Late X4 Sanford Gri - - Late 12 Ft. 2X3 16 ft. VALLEY MEMBER C Q-42 Sanford Gti -P -Late Q -2 Sanford 2 X 4_ Grt -P -Late Q -42 Sanford Grt -P -Late Q-2 Sanford Gri -P -Late 2 LI VALLEY MEMBER E 129 ft. S AN VALLEY MEMBER D X 4 IDENTIFICATION TYPE OF TRUSS HIP MEMBER H STANDARD GABLE TRUSS -T GIRDER TRUSS G SPECIAL TRUSS S VALLEY MEMBER V HIP JACK HJ END JACK J BLOCKING OVER BEARING -8 POSITION NAILS, driven through each of the position nail holes, shall be 1 -1/2' long annular ring shank .120 diameter, 9/32" head, as manufactured by Indepen dent Nail Co. or equal. Length of Truss 1 Type Overhang each end 26' -0" T �/16 Q -42 Sanford Grl -P -Late Q-2 Sanford Grt -P -Late Q -42 Sanford GrI -P -Late 12 J 2 -1/2 iJ ; f ig Sta1d,rd Truss Spacing 24" o.c. F OR 0 t 2' 40 Trusses 2 HJ ft. " o 24 0/0 d e 2' HJ G -- 2 24 .•-24 Q -42 Sanford Grl -P -Late D c o p 16 ft. 2 x4 Top chord of truss Row- 1/2 of 2x6 : se one 16d nail of eoch truss. , o X N VALLEY MEMBERS ' r i g h t 1 9 5 9 a . c a r o PLAN 24 ft. 2-1/2 to 12 Cut s o n f o r d Min. allowable lumber: 750 f stress graded. NOTE: Sanford Gri -P -totes applied to each side of valley member at joint, with 1 -1/2" Stronghold Nails. T R US S T -16/16 T -16/16 T -16/16 able End . Joint 4 14 -0" Joint 3 Joint 4 14 to 18•-0" -foist 3 2x 2 x 8 Joint 5 18' - 1" io 22' - 0' Joint 3 __ - 2x8 nor i i t >t 6 22' -1" to i Joint 3 " Joint 6 26' -i" to Joint 3 2x8 x Joint 6 30' -1" to 34' -0" 2 2x8 x•-0" 26' -0" x Joint 1 pint 7 Joint 2 Z 12 2.5 Joint 2 2r.5 Joint 7 Joint 1 One member for each 20' -0" of supported span. One member for each 17' -0" of supported span 12 O:, member for each 14•-0" of supported span Joint 1 - 1 12 4 One member for each 12' -0" of supported. span. Joint 1 One member for each 10'-0" of supported span Joint 2 Joint 7 Joint 2 Joint 7 NOTE: CAMBER BOTTOM CHORD OF GIRDER TO MATCH ADJACENT TRUSSES I I 1 12 2.5 Joint 1 One member for eoch 9' -0" of supported span. 12 2.5 Joint I 1925 a r 6 1 2100 h 2130 Stress Diagram a _c 1 2 — e 42004 d A Truss Diagram 2 S•r4s, Diagram T 1 - :_s Diogrc:n Truss Diagram Stress Diagram 2.5/ 1 2 S — b 13:0 S:. 9 ;212:,r �iG 4 !r f `. e. - .s D'ugren 1.1,e L 2 f I a T21400 16 0t t 2; Truss Diagram 4 a 2 14,100 St.. -ess Diagram \\ 124G� b R U zY kC 1O. rT 1925 I. 9___ r e I? J r ?55 i2 5G II P -0., c a I, g t2100P 4 1730 4e `210CP 4 TT .x._01. .i Tri. Diagram 4 -r t - 2 142: -0'T 1 Stns Diagram - ..M,. y 12 -t0 '6 1 24c 5050 f J' Td100f1— 2 — r 1,4C1 s 6 6 x :4 SuntOtd Gri-P -Lute 18 Sfrorg6 -id Nails __truss j 7 SPANS — GIRDER TRUSS Spl t- F--_. Bottom cho•d of Gilder -) JOINT I -1 1 JOINT 2 • r • 3 irs l i • S A N F O R D G R I- P -LATE S SANFCRD GRI- P- Le.)ES, pressed into eoch side of TRUSS face, shall Le 20 gage (.0359) galvanized s•eel, perforated with 1/4° deep triangular teeth to form the gripping surface and having position nail holes pierced approximately 2" o.c. POSITION NAILS, driven through each of the posi- tion nail holes, shall Le 1 -1/2" long annular ring shank .120 diameter, 9/32" head, as manufoctured by independent Nail Co., or equal. CO 5 x 24 Sanford GrI-P -Late 18 Stronghold Nails T -147 Sanford Grf -P- 15 Stronghold Nails Hangers 24" o.c. 5-30 Sanford Grf - P - Late 0-42 Sanford Gri -P- Late • • , JOINT 3 JOINT SANFORD TRUSS 1ANGgR / Two 1 diameter {, 24" s ` • 14" . I = 24 " C Urrio9ee tali -4 -„ Leng6F t suit p p p Number of Menthe b O `l . LUMBER shall be of a 51ucturai grade with a minimum moat. of elasticity of 1,540,000 p.s.l., extreme fiber stress in bending of 1500 p.s.l. and compression parallel to grain of 1200 p.s.i. DESIGN FOR GIRDER TRUSS UP TO 34•-0" Live and deod load on roof 45 sq. ft. Dead loud on ceiling 10 sq. ft. Total design load 55 sq. ft. JOINT I VAU) JOINT 5 1/8" 1 copyright 1958 a. carol sanford cfi A e NOTE: 33 -1/3% allowable unit stress increase for S A N F O R D G R I - P -LATE S SANFORD GRI -P- LATES, pressed into eoch side o TR USS ace, s all be 20 gage (.0359) 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 NAILS, driven through each of the position nail holes, shall be 1 -1/2" long annu- lar ring shank .120 diameter, 9/32" head, as manufactured by Independent Nail Co. or equal. TRUSS NOTE: Special Gable End Truss is a standard truss with Top Chord 3 -5/8" Lower than Adjacent truss ( for 2 x 4outlooker) Top Chord 5 -5/8" Lower than Adjacent truss ( for 2 x 6,outiooker) fo Allow for Outlookers. Outlooker will be supported on End truss and extend back to adjacent truss to be nailed. SAN &' .tor tO X 4 2 0 (Se: ' 2X4 DETAIL OF SPECIAL END TRUSS FOR OUTLOOKERS 4 X 4 Outlooker Spaced 4' - 0" o.c. x ORD 2 X 4 or 2X6 l6d Spike— Vent in soffit 4 X 4 Pocket in truss) - Special Gable End Truss Q -2 Sanford Gri -P -late Vent openings 2 2" 2 X 4 or 2X6 Outlooker Spaced 2' - 0" o.c. r 7 T7rr s- >rr - - ^ 2' - 0" Anchored at Panel Points 4 X 4 Outlooker • • 12 2" 2.5 Anchor at each Panel Pointer 28' - 8" Maximum span for 2 X 4 top chord with outlooker spaced 2' - 0" o.c. 20' - 8" Maximum span for 2 X 4 top chord with outlooker spaced 4' - 0" o.a. 38' - 8" Maximum span for 2 X 6 top chord with outlooker spaced 2' - 0" o.c. 28' - 8" Maximum span for 2 X 6 top chord with outlooker spaced 4' - 0" o.c. copyright K -120 TRUSS 1959 2" Spike NOTE: All other plates are plates from standard truss — Q -30 Sanford Gri -P -late Q -18 Sanford Gri-P-Iate a. 1 X 3 Furrin 16" o.c. Sheathing earn sanfor A C7 0 S A N F O R D G R I - P -LATE S SANFORD GRI -P- LATES, pressed into eoch side of TRUSS foce, shall be 20 gage (.0359) 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) 2x4 Plate POSITION NAILS, driven through each of the (by Builder position nail holes, shall be 1 -1/2" long annu- TYPICAL far ring shank .120 diameter, 9/32" head, os monufactvred by Independent Noil Co. or egvol. r — Shim to Solid Bearing. Nail with three 16 d Nails, 1/8" x 1" Strap Anchor bent over Top Chord of Truss. TYPICAL ■ Q -2 Sanford Gri -P -late �_}• 8d Nails Wedge Block - 1/4" 4arance r• r , 'Upto 12 " 2 x 4 treoted 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) Concrete Tie Beam TYPICAL OR (2) Q -2 Sanford Gri -P- fates Wedge Block .9-18 Sanford Gri- P -lote 2x4 - 17_'<l-8dNails 1/4" clearance 24" to 36" 1/4" clearance 2 x 4 Q -9 Sanford Gri -P -late 2x4 or 2x6 Top -Chord of Truss TYPICAL - ALL OVERHANGS �.` Q -42 Sanford Gri -P -late 2 x 4 Sub -facia (by Bu i !der) 8d Nails 48" to 72" 2x4 Sub -faci (by Builder) c o p y r i g h t DETAIL OF LEVEL SOFFIT OVERHANG, 2 -1/2 /12 PITCH AND OVER 2x4 or 2x6 Top Chord of Truss TYPICAL Q -9 Sanford Gri- dote ---- 8d Nails • ! 1/4" clearance _ 12" to 24" 1/4" clearance 36" to 48" 2x4 Q-2 Sanford Gri -P-la e Q-30 Sanford Gri -P -I_—' - EIS •a 2 x 4-- I8d Nai Is K -120 TRUSS 1 959 a. car 0 Min. 2 x 4 Plate (by Builder) TYPICAL 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) Sanford 4. 0 v co 0 -J � w 0 t