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565 NE 102 St (3)' • 4 • 1 . , '.. ' • ' 4 i -0 t./C 7: VV.R.A. P ,. ,V i 3/4: AN VAPOR C=F 4 • ' ( 12X 12 12"6 LITVg" 2 • 1 2 r -L., LO'XIO • /gERGLAcc 30124 eio - I " (•';'‘ 1 I ...l' --/ ;;.‘;• :::: .-- t I.} ; • ,--- 8 r • i ,i. H ',.i • . : i c. , , ., 1 - - \ : I \ \ i \ ' t s 1 4 T/2X V 0.8 ,1 trt (4 , 1 3 01 1 2 I P 4 I t .■•••■•■••••Ae...... SHCRES A/R CO N D 9730 NF- AVr AIR c , , - r, JIMMY C. GRIMM (!5.5 g 102 1 • - • I 1 • Islets approved son3ecLio oustoer s >tincron, plorollioy„ Ov.r,tricf,', an d 7.-0;,;:tog codes of 7-,•!;-;!!';',-, "111,/, rthsi,,..•f_t ao/.: 1,!oneser are. . knowledge c"; 301 whr;i1)er or sr.tenicelly indicast-ft ./ks ti ste.ek, Plo.e.Tesittg, electr;cal irOsy, ounci roof, flasidrit trace.. stoncestler.1 tottore irtspcction. RMT r PL 8 - 3 0 1 ( //V C A 1 ; / io 2•••••••••••••• I2X 12 • 2 , 4 X 12 10X/0 • . • • , • . . ALL DUCTWRAPED ,vyt 314- ,flli:ERGLA,55 AND :VAPOR .: SigA E 0 • • - • 30)(24 RA 10 4 • y.7 TI2X8 V1-10B tr 17:7 12X 8 C806 S 3C 21121-4F • -. , plats spIlrovsti s uo3ct t 1.4.3 tsuktotr s coalot,:.,.,- 14tlitti.ing, plutnt)ityg, gtect.rical a.•.1 7.0....cing coclt) cf :- "? - ors e Vil1age. '1' FIE. r's, r• 1.-.,t:... r.t ttc>.4 ioliidtr are % 'Itlowiecige of Ali 1)01 ...'..,,..4 q,kcet.torts wheiher or o. - sr tettically incil..:11,,i 1, t. •i 0. Ali ritifot ced atrei, strw.itc." cislaiog, plurabiti.(, el :-..1.1-ical ,.irilig A ad rd fl3siiiO3 re.mit. tot b sonceiled before intTA..ct.";on. L.4.1 .. k . : ..... ... ..... ................. itR No. .................... A Vtl.fIr..,lei $1-/ORES AIR COND, INC, 9(30 NE 2 VE. PL8- 30(1 AIR Cr'ND r G JIMMY C, GRIMM 555 N E 102 sr, CAMBER BOTTOM CHORD 1/4" AT CENTER LUMBER Ma x. Overall Spons 1 1 �- 1/4" ALTERNATE JOINT Dense So. Pine ''1 K.D. So. Pine 5.1. Str. Fir Sel.Str, Hemlock /1 DESIGN FOR TRUSS Southern Pine 1500f Ind.Doug, Fir 3 2 FORCE DIAGRAM up to 23' - 8" a b G h T -864 Sanford Grip- Master r NOTE: All web members to be 2 x 3 or 2 x 4# 1 Southern Pine, 1500f Ind. Fir or 1500f Ind. He lock. 2 x 4 Top Chora 23' - 8" 23' -5" 2x4atm. Chor. _23' - 8" 23' -8 rr 0 „ ! 5550 Sanford Grip - Master (5.5 x 10) OVERALL SPANS, are based on the use of a 4" nominal width of bearing unless o t�ierwise shown. Up to 8" of bearing width may be used, which will permit an increase in maximum overall span of 8 ". LUMBER Max Overall Spans 1 50Gf Ind. Hemlock N2K. D. So. Pine #2 Southern Pine 1200f Ind. Doug. Fir 1200f Ind. Hemlock SPANS - SPACED 2 - 0't 0 c DATE: 4 - 22 - 63 DESI LOADING revised: 5 - 28 - 63 Roof • 45 psf Ceiling • 10 psf Total • 55 psf Load Duration Factor 33 -1/3% L T525 Sanford Grip - Master 2 4 Top Chor 22' - 321 Sanford Grip - Master (3 x 7) ALTERNATE JOINT 2 4 Btm. Chord LUMBER: Max. Overall Spans 2.5 2 x 4 Top Chord a 2 x4 gtm Chor Maximum moisture content of lumber shall be 19% at time of fabrication. h 4220#T Equal areas 312 Sanford Grip- Master (3 x 4) 12 FILE NO.KGM — 23 - 2.5 - 55 2.5 490# 23' - 0" SANFORD GRIP - MASTER PLATES, applied to both faces of truss at each joint, shall be 20 gauge corrugated galvanized steel, with four 3/8" hooked crimped teeth per square inch of gripping surface. Connector Plate safe working loads: Code: Dade Pine or Fir: 165 psi NO NAILS Hemlock; 720# T 50 31.5# r I Clear Span 5/16" Equal areas 333 San ford Grip - Master 3x 11) CERTIFICATE ti 0` No. 6911 rwa STATE OF FLORIDA 4, Lon tey..eit, a p... „ c aur'•a •, .I'I :e f. e • a ..+P) of t r n , •p:ett an tea, o copyright 1963 waved truss, Inc. SANFORD GRIP - MASTER PLATES, applied to both faces of truss are-ac joint, s e gauge galvanized steel, with four 5/16" formed teeth per square inch of gripping surface. Centerlines of Sanford Grip- Master plate shall be located of joint centerlines un- less otherwise shown. SANFORD GRIP - MASTER TRUSSES shall be fobricated adeq -ore jigs so that upon completion, all joints are in snug contact. OVERALL SPANS, are based on the use of a 4" nominal width of bearing, unless otherwise shown. Up to 8" of bearing width may be used, which will permit on increase in maximum overall span of 8" . 210 Sanford Grip- Master (2 x 5) rr ' 2x4 Sub- faci ' (by Builder) ' l ed Nails x 1/4" clearance 36" to 48" 1/4" clearance 12" to 24" SAN 13 Sanford Grip - Master (1 x 3) g 2 x 4 or 2 x 6 Top Chord of Truss TYPICAL 26 Sanford Grip - Master (2 °1 1 t, �� ~ Min. 2 x 4 Plate 8 d Nails (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) 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) DETAIL OF LEVEL SOFFIT OVERHANG, 2-1/2 /12 PITCH AND OVER �r--..... 13 Sanford Grip - Master (1 x 3) ` 2x4 or 2x6 Top Ljord of Truss TYPICAL - ALL OVERHANGS llo mmummi... �� 315 Sanford Grip- Master (3 x 5) r ,, LVI` 2x4Sub-facia (by Builder) .1j 8d Nails i I - 1/4" clearance NOTE: In Dade and Brocard Counties, use only 11, 1500F or equal, stress graded lumber. Gripmaster Plate with hooked tooth used on this truss. (NO NAILS REQUIRED) Pt -"CERTIFICATE s No. 6911 r".4 STATE OF FLORIDA I ERE D EN ORD Upon request, any public outhority will Le suppled a copy of this design beoriny an impression seal. 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. 48" to 72" Shim to Solid Bearing 2x4 Plate (by Builder TYPICAL 12 Sanford Grip- Master (1 x 2) '/edge Block 26 Sanford Grip - Master (2 x 3) , Concrete Ti. Bean TYPICAL 2x4 1/4" clearance 24" to 36" 8 d Nails L� Wedge block 1/4" c torance Up to 12" — Nail with three 16 d Nails, 1/8" x 1" Strop Anchor bent I over Top Chord of Truss. TYPICAL rte 13 Sanford Grip - Master (1 x 3) 8 d Nails TRUSS 9 • 0 c 0 S .a N 'Si u z 6 cop righ 1 9 6 2 anford Truss, Inc. - 321 Sanford Grip- Master (3 x 7) _ c 13 Sanford Grip- Master (1 x 3) (Typical) , A 1— _.__ - - .Vent $pac - j m ✓ � e _as required. -cho I LS' 2x4 I All vertical members 2 x 4, spaced 2' - 0" o.c. 7' - 8 -3/8" Max. 321 Sanford Grip- Master (3 x 7) Vent Space as required _r All vertical members 2 x 4, spaced 2' - 0" o. c. T -520 Sanford Grip- Master 16d nail 2 x 4 Lateral brace required when length of vertical mem- bers exceeds 6' - 6" 2 National Design Specifications for Stress Grade Lumber (NLMA) design criteria is followed with the following exceptions: Allowable stresses for 2 x 4 Construction Fir, 2 x 4 Construction Hemlock, GABLE END SHOWING DETAILS OF VENTS AND OVERHANG 4 , 318 Sanford Grip- Master (3 x 6) 13 Sanford Grip- Master (1 x 3) (Typical) foe 4 Ch� NOTE: All vertical members 2 x 3 or 2 x 4 spaced 2' - 0 "o.c. 3 Sanford Grip -Mas er (1 x 3) (Typical) T -525 Sanford Grip- Master Species & Grade Coast Region Construction Fir(L. F.) Overall 850 West Coast Const. Hemlock(L.F.)750 13 Sanford Grip- Master (1 x 3) (Typical) 660 560 Truss 1.76m 1.56m Span S A N NOTE': to 1 Oale anrf 6rotrard Courities, us.o only k1, 1500F ;r e ^uaf, stress ;;; el lluL)1bar. 12 aries (to match truss) F O R 321 Sanford Grip- Master (3 x 7) D SANFORD GRIP - MASTER PLATES, applied to both faces of truss at each joint, shall be 20 gauge galvanized steel, with four 5/16" formed teeth per square inch of gripping surface. Centerlines of Sanford Grip- Master plate shall be located at joint centerrun- less otherwise shown. Position Nails, located as shown in Joint De- tails, shall be 1 -1/2" long annular ring shank .120 diameter, 9/32" head; 0.113" diameter 1 -1/2" long fillet head T -nail; or equivalent nail with common head. SANFORD GRIP - MASTER TRUSSES shall be fabricated in adequate jigs so that upon completion, all joints have full bearing. OVERALL SPANS, are based on the use of o 4" nominal width of bearing, unless otherwise shown. Up to 8" of bearing width may be used, which will permit an increase in maximum overall span of 8" . T R U (5/8" plywood or 1" nominal sheathing 1' - 3" Max. S - 2 x 4 lateral required. Gable End 2' - 0" Truss Spacing TYPICAL SECTION SHOWING OVERHANG WITHOUT OUTLOOKERS S 4 brace as Truss copyright 1962 sanford truss, inc. ii4 )21. ; .1 1 It 1..........,,,, 4.4.. ■•12.-4,44,14 1,, AL . ........ ■......av :" ...........,._,....,................,....-- ,... - ',,,.” - . ....................,.....x7veonerato,oprva.....■ ....—................,......*. [ • ...,.... ••••••,.........,..- v ...,, ...- . _ ---.... LiIIJ LA OT=• TRUSSES MUST NOT BEAR ON ANY INTERIOR WALL. OR ^AR T T;Vi UNLESS DESIGN' FOR SAM. It 4 t SO' CU' r"'EN1 ANCHORS OVER t1P- C4 R1S -.r,�+ i, .7! 1 1! 1 5450 N. R. G.7 ''' AVENUE i J • • • • • • • f 1 • Y C t . t4 . \i`4 t , rn 65(6`._4.10 \Otos ME$R. :- Tr�VGN '.. ,PA1NY A 5 1A1:1 1 MPrc 2x$1' 0 GtNf .. r 31 o " X 4'1-3° 0127 311,aq ._ . 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