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866 NE 99 St (3)x 8- 145/ eeo6FArt 8A rti d'x4°--1467 3 0 C F 0 1 6 # 4 $7 .- / 0 A4 - IJED ROOM 1 10 71-" ED ROOM 1-4 1 1 1 FOYER !25D. 3 o0 c s EEN PORCH OI1ftG fiVOM z 5 D -- 300 Crti ENTRY iSANG ROOm ' ... 4 r.40 sA • etv /frk v :14" /7 6 1457 / 6 0 (1: i / 1 , . ___n ,_.,„..,..„,./.... str•, /......., -- "4 A V. d . c, .. .7'.0..s -' I Peik ci /1 ir - r fit ./ J Ht; 33 S Covd Um/ GI? (5/;b 67 B/dt: I ge 5 / 4./6B arr f''//7y /a b. / ) N O % . ; O. ..„2 4. < • <■Ve f ''.:> 6 i / ,' - 6 6 \t, , J 4 0 .■ ..W 0 1' \.* \c (/ O. , N 4 ' Q c ,* - s 4; ,,.. ,.0.6 • c/c". NOTES z le e si . .3tprossor 0 .1_ 0 amsi_ phase a.‘4' a;1-(66\ 57- amps /I -- .1ifas4 • ic4 F , c- %.‘ .0% _ _amps, Lphase - b e s. . e • •-• • c' ;A • _amps It - 26 9 4001TION1i43 FQR 1 : 1 1 V 17I I r — /4 12 E E. e ivilA my. HOE1 :: '31R Ck)r <ant 205 w. 80 LANE RI a FLO1210A f?‘ T1413 avviitIcki)'iLLV31:i4411Vic. 08i3 MD hi 344tlitOt Q MiAitieM10 ACCORONCE Cit Offifft RiqUiRVAttiit , 4 - v :7 fro tr ore 5.4 r �� SCALE:1 "= ZO r • 1 SKETCH OF BOUNDARY SURVEY t rOXc Gea 2E 1I 0. 8 G ro ql t, �s r o.d cMeLtJ EuGC TY Pr CAC, G Z 9 0 0 f Foul , Pt F Ve:N 71 4 1 I 6) • _P.- 14bo_L. PI t A Qz,\1 J [, PROP. ADO. 1346, ' . • . 14 /4. 1 -4 LOCATION SKETCH, SCALE: 1 " = /OCR LEGAL DESCRIPTION: • L - C — .4417 7115. & ' r '!`z op Lo-j 5 Stag-- 7Z o - Jo • , , dt c-ogol TO i a j' y • Ttf E -F-0e QE 4.,r L' !1-1 ?Gar e o F l o o - T PamE ,7 or roe pQe4ic KE-oe ' or PIPE GouJTY, r[Q %/PL • 1 sr 50 W - 7 4 ,106 F. BOOK r! LE_ DATE: // Ft /4 H! yNOie_y 9EGT I o.J J a �t tag- ri d•d E . _ t :: - v r i : th - 2 4 4 / t:e; 4 I wire; SURVEY CERTIFY TO: riCNaeD H..: FE1'7JA DeZ, drroedE.y r►?L& - TLItive4i.r6 _ - v�cJ� ; -- ..__. _.._._ _.__.... - __.. _... . _. SURVEYOR'S NOTES: I THE SURVEY OF THE PROPERTY SHOWN HEREON 15 IN ACCORDANCE wITH THE DESCRIPTION FURNISHEO BY. CL /�►U r NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE FOR ACCURACY OR OMISSIONS. NO UNOER GROUND INSTALLATION CR IMPROVEMENTS HAVE BEEN LOCATED ExCEPT AS NOTED. THERE ARE NO ABOVE GROUND ENCROACHMENTS OTHER THAN THOSE SHOWN. ACCORDING TO THE NATIONAL FL000 INSURANCE PROGRAM THE SUBJECT PROPERTY LIES WITHIN FLOOO ZONE: X I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF &UNOARY SURVEY OF THE A8QVE DESCRIBED PROPERTY IS A TRUE ANO CORRECT REPRESENTATION Of A FIELD SURVEY MAO( UNDER MY OIRECTION ANO MEETS THE MINIMA, TECHNICAL STANDARS AS SET FORTH BY THE FLORIDA BOARD OF CFESSIONAL LANG SURVEYORS IN CHAPTER 2/141-6 FLORIDA ADMINISTRATIVE CADS. PURSUANT TO SECTION 412.027. FL OA STATUTES. . FREEDOM OF LAND CORP. SURVEYING SERVICES P.O. BOX 65 -3706 M I AM I , FLORIDA 33265 PHONE (305) 266 -4457 7575 w. FLAGLER ST. SUITE 207 -:;,,MI • FL. 33126 pH 266 -4451 P1 1- rn CD .11 y CJ rn - rn PJ - n rn . n 1 U v —, f • rrl 1 m `� r r-T1 C1 ni - C13 rn H ;- () < _. WI I - 4 c v CD d • -n :O rTl p r r ':7 G) . (3 v s) .3 • S ERNESTO,: ELTRAN REG. t. ! SURVE•rOR N! 4885 STATE . FL_OR1DA _ Nor vA i 0 UNL -SS SEALED wI Tr AN Er F$ OSSE0 SURVEYpR'S SEAT. 03 id 10: .Z1 , , Y. ,, 50' SD G i L L&LIIrn 1 V` • • J Z o: i c Et- , - r - 12 fro tr ore 5.4 r �� SCALE:1 "= ZO r • 1 SKETCH OF BOUNDARY SURVEY t rOXc Gea 2E 1I 0. 8 G ro ql t, �s r o.d cMeLtJ EuGC TY Pr CAC, G Z 9 0 0 f Foul , Pt F Ve:N 71 4 1 I 6) • _P.- 14bo_L. PI t A Qz,\1 J [, PROP. ADO. 1346, ' . • . 14 /4. 1 -4 LOCATION SKETCH, SCALE: 1 " = /OCR LEGAL DESCRIPTION: • L - C — .4417 7115. & ' r '!`z op Lo-j 5 Stag-- 7Z o - Jo • , , dt c-ogol TO i a j' y • Ttf E -F-0e QE 4.,r L' !1-1 ?Gar e o F l o o - T PamE ,7 or roe pQe4ic KE-oe ' or PIPE GouJTY, r[Q %/PL • 1 sr 50 W - 7 4 ,106 F. BOOK r! LE_ DATE: // Ft /4 H! yNOie_y 9EGT I o.J J a �t tag- ri d•d E . _ t :: - v r i : th - 2 4 4 / t:e; 4 I wire; SURVEY CERTIFY TO: riCNaeD H..: FE1'7JA DeZ, drroedE.y r►?L& - TLItive4i.r6 _ - v�cJ� ; -- ..__. _.._._ _.__.... - __.. _... . _. SURVEYOR'S NOTES: I THE SURVEY OF THE PROPERTY SHOWN HEREON 15 IN ACCORDANCE wITH THE DESCRIPTION FURNISHEO BY. CL /�►U r NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE FOR ACCURACY OR OMISSIONS. NO UNOER GROUND INSTALLATION CR IMPROVEMENTS HAVE BEEN LOCATED ExCEPT AS NOTED. THERE ARE NO ABOVE GROUND ENCROACHMENTS OTHER THAN THOSE SHOWN. ACCORDING TO THE NATIONAL FL000 INSURANCE PROGRAM THE SUBJECT PROPERTY LIES WITHIN FLOOO ZONE: X I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF &UNOARY SURVEY OF THE A8QVE DESCRIBED PROPERTY IS A TRUE ANO CORRECT REPRESENTATION Of A FIELD SURVEY MAO( UNDER MY OIRECTION ANO MEETS THE MINIMA, TECHNICAL STANDARS AS SET FORTH BY THE FLORIDA BOARD OF CFESSIONAL LANG SURVEYORS IN CHAPTER 2/141-6 FLORIDA ADMINISTRATIVE CADS. PURSUANT TO SECTION 412.027. FL OA STATUTES. . FREEDOM OF LAND CORP. SURVEYING SERVICES P.O. BOX 65 -3706 M I AM I , FLORIDA 33265 PHONE (305) 266 -4457 7575 w. FLAGLER ST. SUITE 207 -:;,,MI • FL. 33126 pH 266 -4451 P1 1- rn CD .11 y CJ rn - rn PJ - n rn . n 1 U v —, f • rrl 1 m `� r r-T1 C1 ni - C13 rn H ;- () < _. WI I - 4 c v CD d • -n :O rTl p r r ':7 G) . (3 v s) .3 • S ERNESTO,: ELTRAN REG. t. ! SURVE•rOR N! 4885 STATE . FL_OR1DA _ Nor vA i 0 UNL -SS SEALED wI Tr AN Er F$ OSSE0 SURVEYpR'S SEAT. 03 19 10: .Z1 2'L : Z3 O ZZ4/ •o l tiN SD ,I of II 30 fro tr ore 5.4 r �� SCALE:1 "= ZO r • 1 SKETCH OF BOUNDARY SURVEY t rOXc Gea 2E 1I 0. 8 G ro ql t, �s r o.d cMeLtJ EuGC TY Pr CAC, G Z 9 0 0 f Foul , Pt F Ve:N 71 4 1 I 6) • _P.- 14bo_L. PI t A Qz,\1 J [, PROP. ADO. 1346, ' . • . 14 /4. 1 -4 LOCATION SKETCH, SCALE: 1 " = /OCR LEGAL DESCRIPTION: • L - C — .4417 7115. & ' r '!`z op Lo-j 5 Stag-- 7Z o - Jo • , , dt c-ogol TO i a j' y • Ttf E -F-0e QE 4.,r L' !1-1 ?Gar e o F l o o - T PamE ,7 or roe pQe4ic KE-oe ' or PIPE GouJTY, r[Q %/PL • 1 sr 50 W - 7 4 ,106 F. BOOK r! LE_ DATE: // Ft /4 H! yNOie_y 9EGT I o.J J a �t tag- ri d•d E . _ t :: - v r i : th - 2 4 4 / t:e; 4 I wire; SURVEY CERTIFY TO: riCNaeD H..: FE1'7JA DeZ, drroedE.y r►?L& - TLItive4i.r6 _ - v�cJ� ; -- ..__. _.._._ _.__.... - __.. _... . _. SURVEYOR'S NOTES: I THE SURVEY OF THE PROPERTY SHOWN HEREON 15 IN ACCORDANCE wITH THE DESCRIPTION FURNISHEO BY. CL /�►U r NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE FOR ACCURACY OR OMISSIONS. NO UNOER GROUND INSTALLATION CR IMPROVEMENTS HAVE BEEN LOCATED ExCEPT AS NOTED. THERE ARE NO ABOVE GROUND ENCROACHMENTS OTHER THAN THOSE SHOWN. ACCORDING TO THE NATIONAL FL000 INSURANCE PROGRAM THE SUBJECT PROPERTY LIES WITHIN FLOOO ZONE: X I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF &UNOARY SURVEY OF THE A8QVE DESCRIBED PROPERTY IS A TRUE ANO CORRECT REPRESENTATION Of A FIELD SURVEY MAO( UNDER MY OIRECTION ANO MEETS THE MINIMA, TECHNICAL STANDARS AS SET FORTH BY THE FLORIDA BOARD OF CFESSIONAL LANG SURVEYORS IN CHAPTER 2/141-6 FLORIDA ADMINISTRATIVE CADS. PURSUANT TO SECTION 412.027. FL OA STATUTES. . FREEDOM OF LAND CORP. SURVEYING SERVICES P.O. BOX 65 -3706 M I AM I , FLORIDA 33265 PHONE (305) 266 -4457 7575 w. FLAGLER ST. SUITE 207 -:;,,MI • FL. 33126 pH 266 -4451 P1 1- rn CD .11 y CJ rn - rn PJ - n rn . n 1 U v —, f • rrl 1 m `� r r-T1 C1 ni - C13 rn H ;- () < _. WI I - 4 c v CD d • -n :O rTl p r r ':7 G) . (3 v s) .3 • S ERNESTO,: ELTRAN REG. t. ! SURVE•rOR N! 4885 STATE . FL_OR1DA _ Nor vA i 0 UNL -SS SEALED wI Tr AN Er F$ OSSE0 SURVEYpR'S SEAT. 03 Date I II ze3/ \ 1 1 On/ - 7- r/ f/ / D 1 J ✓. c Et- , - r - -7 ; `/ t om ' 1 e___�-u r�z i< E: •rte / 1 Y ^l F fro tr ore 5.4 r �� SCALE:1 "= ZO r • 1 SKETCH OF BOUNDARY SURVEY t rOXc Gea 2E 1I 0. 8 G ro ql t, �s r o.d cMeLtJ EuGC TY Pr CAC, G Z 9 0 0 f Foul , Pt F Ve:N 71 4 1 I 6) • _P.- 14bo_L. PI t A Qz,\1 J [, PROP. ADO. 1346, ' . • . 14 /4. 1 -4 LOCATION SKETCH, SCALE: 1 " = /OCR LEGAL DESCRIPTION: • L - C — .4417 7115. & ' r '!`z op Lo-j 5 Stag-- 7Z o - Jo • , , dt c-ogol TO i a j' y • Ttf E -F-0e QE 4.,r L' !1-1 ?Gar e o F l o o - T PamE ,7 or roe pQe4ic KE-oe ' or PIPE GouJTY, r[Q %/PL • 1 sr 50 W - 7 4 ,106 F. BOOK r! LE_ DATE: // Ft /4 H! yNOie_y 9EGT I o.J J a �t tag- ri d•d E . _ t :: - v r i : th - 2 4 4 / t:e; 4 I wire; SURVEY CERTIFY TO: riCNaeD H..: FE1'7JA DeZ, drroedE.y r►?L& - TLItive4i.r6 _ - v�cJ� ; -- ..__. _.._._ _.__.... - __.. _... . _. SURVEYOR'S NOTES: I THE SURVEY OF THE PROPERTY SHOWN HEREON 15 IN ACCORDANCE wITH THE DESCRIPTION FURNISHEO BY. CL /�►U r NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE FOR ACCURACY OR OMISSIONS. NO UNOER GROUND INSTALLATION CR IMPROVEMENTS HAVE BEEN LOCATED ExCEPT AS NOTED. THERE ARE NO ABOVE GROUND ENCROACHMENTS OTHER THAN THOSE SHOWN. ACCORDING TO THE NATIONAL FL000 INSURANCE PROGRAM THE SUBJECT PROPERTY LIES WITHIN FLOOO ZONE: X I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF &UNOARY SURVEY OF THE A8QVE DESCRIBED PROPERTY IS A TRUE ANO CORRECT REPRESENTATION Of A FIELD SURVEY MAO( UNDER MY OIRECTION ANO MEETS THE MINIMA, TECHNICAL STANDARS AS SET FORTH BY THE FLORIDA BOARD OF CFESSIONAL LANG SURVEYORS IN CHAPTER 2/141-6 FLORIDA ADMINISTRATIVE CADS. PURSUANT TO SECTION 412.027. FL OA STATUTES. . FREEDOM OF LAND CORP. SURVEYING SERVICES P.O. BOX 65 -3706 M I AM I , FLORIDA 33265 PHONE (305) 266 -4457 7575 w. FLAGLER ST. SUITE 207 -:;,,MI • FL. 33126 pH 266 -4451 P1 1- rn CD .11 y CJ rn - rn PJ - n rn . n 1 U v —, f • rrl 1 m `� r r-T1 C1 ni - C13 rn H ;- () < _. WI I - 4 c v CD d • -n :O rTl p r r ':7 G) . (3 v s) .3 • S ERNESTO,: ELTRAN REG. t. ! SURVE•rOR N! 4885 STATE . FL_OR1DA _ Nor vA i 0 UNL -SS SEALED wI Tr AN Er F$ OSSE0 SURVEYpR'S SEAT. 03 A , srr-r- Z � A /f Ez p /17- - zx 5u0 >=i�S4, ;Zx4 @/6 o. �, Urfa - U _ S ow /T 0 0 4. 10 X 24 PRINTED ON NO 1000N CIEARPRINT • 1 ZX � ,170 0,r<' Tb kF� Ai 4 r. r 4,(; r L v A MIN. 4.5'1 D,L• Ti A /;r. 1 it Milli 111111 1 E= 1 i iELI { . •• TIi I1�.►� 111I -3- - 1 \A./ L. t_ 2 NT-5 5 'Tr:: 77 :', 7 /-frt c-uvc -r/ r3 - Cov Coa P. 2. ?< „.l c,- 27/ 6 1 r� ----� A /n/ s eJJ✓G / -/e -A r/ :.-/ -' T }G kz TY n G r- � ') r2- FM /I G I T K, e J\it v71-/ C A i T„ 1._. T,✓ r T t c_ 2 rt. IL, •J G� 1_- 0G1vn // x G d -r / NT0 x / `' - er v./.6.1 1 -- 1J �- tA/ r x r. RAJ A 4-.1- -5 Rr 3 L_ o u / E E I I 1 I I I1I11 11 I H 111 I11 I TTr ITT j T I I 72 A. 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A / , '4•-• teN1 r :av7� - 1/k/nG. - r - c> M r+'TL -1+ L_ -- ,- c';e/ ;es., J J `..fir L./�a5'�i 'S prr L /¢" 7' "T EELS ONNIMININ■INIMANS.= NNW 4'' Z.) lY trh - ,I rysJ .: T 7!—/ t' ;i/ / rm_ C�os / " / c r -- A r• " i'}1,'11( F� �'i J �J i� j1i'J/ f - ::s i is/1 %:::✓ Aj --i z - t -- if 13% i t."J/ TJ c; X. I ' /a 5C1'r :5 1 � ''L I Gl ~ 'Y✓t ,�✓4 v' c? /«G- 1 L_,/ P '2 �! Oaf is� ✓ / 6 d WIN1111=1•111111111111.11•1111111M r APo !1� ✓T�-3 - 6 REVISIONS J 1 (7A BY If C Date !!/2/ y Scale / "+ Drawn Job Sheet 4 Of j Sheets � J O ....�.� ... _ _...._.... ,� _ .......�. R.....V ... _ w_. __ • .�. J - ' N 1, 2 J:SIGN FOR TRUSS up to 26' - 8" 4 FORCE DIAGRAM LUM`E • Mox. Ov sroH Sporn 1 1 Dense So. Pine 0 1 K.D. So. Pine Sol. Str. f ir Sel.Str. Hemlock 0 1 Southern Pine Fir L T -864 Sanford Grip- Master 1/4" ALTERNATE JOINT NOTE: All web members to be 2 x 3 or 2 x 4' 1 Southern Pine, 1500f Ind. Fir or 1500f Ind. Hem- lock. CAMBER BOTTOM CHORD 3/8" AT CENTER 2x4Top 2x4Btm. Chord Chord SPANS - SPACED 2' - 0" O.C. DESIGN LOADING Roof 45 psf Ceilin 10 psf . Total 55 psf Load Duration Factor 33 -1/3% J A- 324 Sanford Grip- Master (3 x 8) ALTERNATE JOINT 3" I T520 Sanford Grip - Master J L. 1/4 550 Sanford Grip - Moster (5 x 10) OVERALL SPANS, are based on the use of a 4" nominal width of bearing unless ot! rw�ise shown. Up to 8" of bearing width may be used, which will permit an increase in maximum overall span of 8 ". 2 x 4 Top Chord DATE: 4 - 22 - 63 Revised: 4 - 25 - 63 a FILE NO. KGM - 26 - 2.5 - 55 210 Sm ford Grip - Master 1" (2 x 5) 3 13 Srn ford Grip- Master (1 x 3) Chor Btm Maximum moisture content of lumber shall be 19% at time of fabrication. 12 2.5 5/16" Equal areas SANFORD GRIP- MASTER PLATES, applied to both aT css of truss of each joint, shall be 20 g ug corrugated galvanized steel, with four 3/8" hooked crimped teeth per squore inch of gripping surface. Connector Plats sole working loads: Gin Dade Pb. or Flr: NO NAILS fRstn$ock: 165 Psi 336 Sanford Grip - Master (3 x 12) cf) tan 1 LUMBER: Max. Overall Spans 1500f Ind. Hemlock °2K.D. So. Pine °2 Southern Pine 12001 Ind. Doug. Fir 1200f Ind. Hemlock L'pon r.q.nr, gay publ c ou0 yy■ c.. 4'pprea a copy or 16 1 .M!gn tear an n.pr.,I n ffl cavyt Irei 1947 senteri hum, IPA: 1,2 oESIGN FOR TRUSS SPANS up to 17' - 5" SPACED a -r Overall spans LUMBER: Max. Overall Spans 1 1 Dense So. Pine 1 1 K.D. So. Pine FORCE 'DIAGRAM NOTE: Web member to be 2 x 4 1 2 Southern Pine, Const. Fir or Const. Hemlock. Stl. Str. Fir SeI. Str . Hemlock 1 1 Southern Pine 15001 Ind. Doug. Fir 2Chord Top 17' - 17 utt oint 1 / 4 1, T -525 Sanford ALTERNATE JOINT " n 2 x 4 Um. LUMBER: Mux. Chord Overall Spans 17' - 7' - n Grip- Master 1500fInd. Hemlock 1 2K.D. So. Pint 1 2 Southern Pine 1200f Ind. Doug. Fir 12001 Ind. Hemlock - 0" O.C. T -520 Sanford Grip- Master 2 -1 /8„ 14 Sanford Grip- Master (1 x 4) Provide 1/2" Camber. 2x 2x Choro Chord 17' -4" 11 t DESIGN LOADING Roof 45 psf. . Ceiling 10 psf. Total 55 psf. Load Dvrotion Factor 33 -1/3% increase LUMBER: Max. Overall Spans 2 x 4 Top Chord a Maximum moisture content of Iumbes shall be 19% at time of fabrication, DATE: May 10, 1963 2x4 m Chor FILE NO. KGM- 16 -3 -55 920 46 19 001C i A 1840'T L R 16' — 11" 12 3 NOTE: Wedge and 16 (1 x 6) plate not required for spans 2' - 8" less than those shown in lumber table. 1 11 — 2 Clear Span Connector Plate safe working loods: Code: DADE NO NAILS Pine or Fir: 165 psi Hemlock: p c 16 Sanford f•- Grip- Master (1) 8d nail or CI (1 x 6) 1)13Grip- Master (1x3)on(1)side. 5/16" Equal areas 318 Sanford Grip- Master (3 x 6) are based on the use of a 4" nominal width of bearing, up to 8" of bearing width may be used which will permit an increase in the maximum overall span of 8 ". SANFORD GRIP - MASTER PLATES, applied to both faces of truss at each joint, shall be 20 gouge corrugated galvonized steel, with four 3/$" hooked crimped teeth per square inch of gripping surface. CERTIFICATE No. 6911 r+. STATE OF FLORIDA Upon request, any public authority will be supplied a copy or this design bearing on Impression sea'. copyright 1 •b,3 ta - ' 1 tr.•ss A JOINT G 324 x 8) San ord _ J rip- Master 1 1/4" 318 (3 x 6) Sonford Grip - Master JOINT 3 JOINT 4 324 (3 x 8) Sanford Grip- Master 545 (5 x 9) Sanford Grip - Master 2 -1/2" 545 (5 x9) Sanford Grip - Master 2-:1/2"_ JOINT 6 JOINT 7 -5" T -221 Sanford Gri -P -late 6x18 Sanford G' -P -late 90 i lopped over 5-150 So:,fo-d Gri -P -late — Total 50 Position Nails 324 (3 x 8) Sanford Grip -Mater SANFORD GRIP-MASTER PLATES applied to both faces of truss ot joints as �faile�5 be 20 gauge galvanized steel, with four 5/16" formed teeth per square inch of gripping surface. SANFORD GRI -P- LATES, applied to both faces of Muss at joints as detui led s�iall be of 20 gouge galvanized steel, perforated with 1,4" deep triangular teeth (2.2 teeth per square inch) to form the gripping surface, and having position nail holes pierced in the plate. POSITION NAILS, located as shown in joint details shall be 1 -1/2" long annular ring shank 0.120" diameter, 9/32" head, or equivalent nail with common head. CENTERLINES of Sanford plates shall be located ot joint centerlines or circled points (o) unless otherwise shown. CUTS ON WEB MEMBERS: Double cuts on all web members shall meet at the centerline of the web unless otherwise shown. TRUSS MEMBERS shall be accurately sawn and then firmly clomped in adequate jig so that upon completion all joints ore in snug contort. OTHER LUMBER of equal or greater stress value may be substituted for that shown in the lumber table. LATERAL BRACING OF TOP CHORD: This truss has been designed con- sidering the top chord is laterally braced with sheathing, porlins at a maximum spacing of 3' - 0" Q.t., or lateral bracing ot a maximum spacing of 3' -0" o. t. I FOR SANFORD TRUSS NOTE: 33-1/3% allowable unit HANGER -REFER stress increase for short time TO SHEET NO. 699 loading. JOINT 5'; 2- 1/2°' LUMBER: shall be o nstrtrctlon Fir or f 1 Southern Pine. Live and Dead Load on roof 45 psf Dead Lood on ceiling 10 psf Total Design Lood 55 psf Joint 3 2x8 Joint 4 I4' -1" to 18' -0" for 2.5/12 15' -1" to 19' -0" for 3.0/12 Joint 3 i - 2x, _ Joint 2 s_ One member for each te a i _ _ 14' -0" of supported span 1 �.� Z x = � . _11 2x6 r z x e J ------] Joint 5 Joint 7 Joint 1 18' -1" to 22' -0" for 2.5/12 19' - 1" to 23' -4" for 3.0/12 Joint 3 __ _ Joint 2 One member for each x 6. 12' -0" of supported span. 12 2x6 26 _` >>` � ]2.5&3 L oI_1��'`'� 2x8 int 6 Joi nt 7 Joint 1 One member for each 17' -0" of supported span. 7.7 - 2.5 & 3 12 2.5 & 3 — 'J Joint 1 One member For each 2 -1/2" 20' -0" of supported spar. 1925 b 1925/ NOTE: CAMBER BOTTOM CHORD Of GIRDER TO MATCH ADJACENT TRUSSES Supported Trusses ruu Diogram Stress Diagram Truss Diagram 4' - 0" 1 2 1 8._0. 42 2 Joint 6 • Joint 7 Joint 1 (Alt.) 26' -1" to 30'-0" for 2.5112 -- - -. - - - - - - Stress Diagram R 1 27' -5" to 32' -0" for 3.0/12 Joint 3 1240/ b 12 2.5 8,3 1 4� Joint 2 One member for each g t 2100 /f ; 1730 / l d 9' -0" of supported span. }+ - - -- --� Truss Diagram 22' -1" to 26'4" for 2. 5/ Truss Diagram ° -- 23' -5" to 27 -d" for 3.0/12 t 2 14250/1 /(pIC 6 vs Joint 3 12 Stress Diagram g �]�j 9 f One member for each 1 250 1 --_. 2 x 6� � __ _ _ Joint 2 1240/ IO' -0" of supported span 6 E , , — -_ + J1 Ea + c - y121-- i __2_,,, l. _l 6 1 _ I g 1 7f60/ ( 1650/ 11D60/ t�._.._ 2 x 8 Truss Diagram 5050 /C IC • r . 2 14,100 /T 9500 NS - GIRDER TRU S JOINT I 2- /2" JOINT 1 (2) 560 Sanford Grip - Masters 3/4" (5 x 12's) 2 -1/2" cop (2) 560 Sanford Grip- Masten (5 x 12's) 1962 a , c a r o l S o n f o r PLAN OF HIP ROOF WITH ALL JACKS SETBACK 5' - 0" FROM OUTSIDE WALL. FIELD BRACING: The designer bears no responskility for IM erection of Mums ...Anhwei in accordance wills this design. Pence using such trues. re ceu- ennui to seek profeivand advice in regard to erection bracing, which is always required to prevent toppling and "dwninoing• during erection, and permanent bracing which may ba required in specific applications. N O T E: 2 x 4 Rafter Is sufficient for all end lacks; However larger sizes are generally used when the top chord of the truss is larger. 13(1x3) Grip- Master (1) 8d nail 1' - 0" CORNER JACK 3' - 0" CORNER JACK 312(3x4) Grip- Master 39(3x3) Grip- Master 1 n HIP JACK 39(3x3) Grip- Master 318(3x6) Grip- Master SANFORD GRIP - MASTER PLATES applied to both feces of true at each joint, shall be 20 gauge cor- rugated galvanised steel, wilts four 3 - 1 8" hooked crimped teeth per square inch of gripping surface. Position not Is, located as shown in joint details shall be 1 -1 /2" long annular ring shank 0.120" diometer 9/32" head; 0.113" diameter, 1 -1/2" long fillet head T -nai I or equivalent nail with common head. PLATE LOCATIONS: Centerlines of Sanford Grp- Mosley Plates shall coincide with joint centerlines, or plates shalI be located by circled (o) points unless otherwise dimensioned. LUMBER SUBSTITUTIONS: Other lumber of the same species with equal ot greater stress valves may be substituted for that shown on design. WEB CUTS Double cots on web members will meet of she centerline of she web, unless otherwise shown. 2 x 4 Ledger beveled on top. Tie ledger to Hip 0 1 with (4) T6d nails or Sanford Framing Anchor at each truss - member in contact with ledger strip. (by Builder). Tie End Jack to Hip r1 with Sanford Framing Anchor on the top and (2) 16d nails on the bottom. (by Builder) Tie Hip Jack to Hip 4 1 with Sanford Framing Anchor or (3) 16d nails - top and bottom. (by Builder) -- Upon request, any psLlic authority will ce supplied a copy of this design bearing on Impression seal. NOTE: la Dada and Broward Counties, use only #1, 1500F or equal, stress graded lumber. 0 rn A 0 - 0 _o • % o .0 a • 0) d 0 o a_ E = c FABRICATION: Sanford Grip - Master trues sfnoII be fabricated in odequot• jigs, so th upon completion all joints shall be reasonably wog. OVERALL SPANS ale based on nominal s" Fearing widths and may be inc eased by as much as B" with nominal 9" bearing width. LATERAL BRACING OF TOP CNC7tD, This fro. has been designed considering IM lap chord ' s laterally braced at intervals not exceeding 3' - 0 ". 12 Slope of roof 315(3x5) Grip - Master 24" S ANF ORD T RU SS 60" 5' - 0" END JACK - 2 x 4 Ledger (by Builder) 24" 5' - 0" End Jack ROOF CORNER PLAN 5 O- \ tr) 2 ' 3' - 0" Corner Jdck r. p c c c O 0 . LL 4'S Overhang to suit _ (see Detail) Minimum 2 x 4 plate (by builder) 1' - 0'" Corner Jack A 24" , l412';_ ✓oc� SANFORD TRUSS, INC. P. O. Box 1177, Pompano Beach, Florida 165 0 -0 0 u 0 m MINIMUM LUMBER GRADE MEMBER TOP CHORD BOTTOM CHORD 1' -0" Comer Jack Const. Hemlock Const. Hemlock 3' -0" Corner Jack Const. Hemlock Const. Hemlock 5' -0" Corner Jock Const. Hemlock Const. Hemlock End Jack 1200f Ind. Fir Const. Fir PLAN OF HIP ROOF CORNER WITH ALL JACKS SETBACK 7' -0" FROM OUTSIDE WALL. 13(1x3) Grip- Master (1) 8d nail 1' - 0" Corner Jack ji- 2 X 4 312 (3x4) Grip- Master 3' - 0" Comer Jock Tie End Jack to End Truss with Sanford Framing Anchor on the Top and 2 -16 nails on the bottom (by builder): NOTE: 2 x 4 rafter is sufficient fo all end jacks. However, larger sizes are generally used when the top chord of trusses Is larger. 315 (3x5) Grip - Muster 5' - 0" Corner Jack 39(3x3) Grip- Master 330(3x10) Grip- Master up to 3/12 315(3x5) Grip - Moster over 3/12 12 x _ -- _ __ x x 1 330(3x10) Gr p- Master up to 2/12 318(3 x 6) Gr'p- Master up to 3/12 312(3 x 4 Grip- Master over 3/12 X4 x 4 333(3x11) Grip- Master up to 2/12 321(3 x 7) Grip- Master up to 4/12 312(3 x 4)Grip- Master over 4/12 Hip Jack $ANFG*Q CAW-MASTER MATES. *piled re boil. iota of h sas A wok {oln1, Asll be 20 pewee cor- rugosed setven:zed .eel, with four S.11' herded crimped teeth Ir spare inch of gripping surface. Position nails, located as shown in joint details dell be 1 -i/2 lore annular ring shank 0.120" diameter 9/32 heed; 0.113' thanes., 1 -1/2 long fiIles Mad T -nal1; or equlvetent rail with common head. PLATE LOCATIONS: Centerlines of Sresfad Grip-Master Plates d,a11 coincide with joint centerlines, or plates shell be located by circled (o) pointy unles other.i . dimensioned. tUte5E5 SLAILTINTiON5, Other lumber o1 tat sane spec'oe rilh equal or greater sues vol.. may be sulatituted for thot shown on design. WEl CUTS; Doubl• cull on cob memben rill meet at ON centerline of the .eb, unless otf.r.ise shown. FIELD *ACING. The &airine. beers na reeporellelaly Ter IM ractkn of /mew n,a+ur dared in sccordence wait Ihm design. Fears Mks. .rd /rneN re cow tinned ie wok paderknel 'dyke in regard w reeks ►rante sd,kdt le else*. required le prevent *Felice od'daeinoiry' Aerie, erection, end pennant bracing which MN, fw required hi *ethic y►ikaNene. SANFORD T Hip 0 3 Upon request, any pcblic authority will Le suppled a copy of this design bearing an impression seal. NOTE: in Oade and Steward Counties, use only ;1, 1500F or equal, stress graded lumber. R Hip +►2 2 E da11 .11 AMCAT r rd Grip-Mohr /ream d+.11 Ira advisees in advs re silo .o u eo Woo y ewe. cAtiLALL SPAM ere bawd en neesinal 4' Iw.A.g elate and wag be Inererod by march r Y adds rreI eel e• bearing Addle. LATERAL PACING QF TOP CHCRD; lfib Ira 1 . been deste sod ca ddring 10..e 1■ sherd is ider.liv braced ef Intervale net ono edlng r - 0". 2 x 6 Ledger beveled on top. Tie ledger to Hip 1 1 with (4) 16d nails or Sanford Framing Anchor at each truss member in contact with ledger strip. (by Builder). 84n 7' - 0" END JACK —2 x 6 Ledger 7' - 0" Corner Jack Tie Hip Jock to end truss with Sanford Framing Anchor or 3-16d nails top and bottom (by builder) 5' - 0" Comer Jock 24" 24" ' - 0" Comer 24" 1 Jo -0 :k 4 12" Slope on roof 315(3x5) Grip - Master Overhang to suit (see detail Min. 2 x 4 plot. Corner Jac SANFORD TRUSS, INC. P. O. Box 1177, Pompon Beach, Florida as r 165 — a. 4 .1 3- N. L o a b c GM DESIGN FOR HIP 27' - 0" SPAN SETBACK 7' - 0" FROM END WALL LUMBER: A - #1 Southern Pine or Const. Fir B - #1 Southern Pine or 1500f Industrial Fir NOTE: All web members to be 2 x 4 B NOTE: In Dade and Broward Counties, use only 1 1, 1500F or equal, stress graded lumber, ALTERNATE HEEL JOINT 540 (5 x 8) Grip- Master 318 (3 x 6) Grip- Master Symmetrical about centerline except as shown -.111-41 S 560 (5 x 12) Grip- Master 2x6A Equal areas 27' - 0" 28 (2 x 4) Grip- Master SANFORD GRIP - MASTER PLATES, applied to both faces of buss of each joint, shall be 20 ga. corrugated galvanized steel, with four 3/8" hooked crimped teeth per sq. in. of gripping surface. Position nails, (NOT REQUIRED when plates are presses into both faces of truss while it remains clamped in jig) shall be 1.5" long annular ring shank 0.120" diameter 9/32' head; 0.113" diameter, 1.5" long fillet he T -neiF or equivalent nail with common head. PLATE LOCATIONS: Centerlines of Sanford Grip- Master Plotes shall coincide with joint centerlines, or o o0, shofl be located by circled (o) points unless otherwise dimensioned. LUMBER SUBSTITUTIONS: Other lumber of the some species with equal or greater stress values values may be substituted for that shown on design. WEB CUTS: Double cuts on web members will meet at the centerline of the web, unless otherwise shown. FABRICATION: 5anford Grip - Master trusses shall be fabricated in adequate jigs, so that upon comp el lion o1 jam - is shall be reasonably snug. NOTE: 33 -1/3% allowable unit stress increase for short time loading. Live and dead load on roof 45 psf Dead load on ceiling 10 psf Total design load 55 psf NOTE: Truss designed to carry 244 plf BOTTOM CHORD SPLICE Block\ JOINT (other side) CES F-1214-4 (9 x 16) Grip - Master 6 I. 896 (8 x 12) Grip- Master I I Block 1 -1/4 "_F ANF O Block • Ca-nber top and bottom chords 1/2" @ center Symmetrical about centerline 3, 4, 5 530 (5 x 6) Grip- Master 540 (5 x 8) Grip- Master 148(00#C 5 0 # I 4 ° 148p01 148001f d 12 2 6A 7' -0" 1040 c TRUS 11350+ 3 36-00,c OVERALL SPANS ore based on nominal 4" bearing widths and may be increased by as much as 8" with nominal 8" bearing widths. LATERAL BRACING OF TOP CHORD: This truss has been designed consider- ing the top chord is laterally braced of Intervals not exceeding 3' - 0 ". DESIGN CRITERIA: This bore has been designed to meet applicable provisions of the "Notional Design Specification For rress-Grode Lumber and Its Fastenings" by National Lumber Manufacturers Association; and "Design Specifications For Light Metal Plate Connected Wood Trusses" by Truss Plate Institute, FIELD BRACING: The designer beers no responsibility for the n ewtion of trusses manufactured in accordance with this design. Persons using such trusses are cautioned to seek professional advice in regard to erection bracing, which is always required to prevent toppling and "dom;noing" during erection, and permanent brewing which may be required in specific applications. * Max. allowable overall span for this truss is 27' - 4" (with 8" bearing) 1325# 0 26' - 0" Clear Span FORCE DIAGRAM b 71600# 11350 T 805# R a c o n o MI ce a 2.5 2 -1/2" (2) 560 (5 x 12) Grip-Master 11ft� 6" NOTE: 2 x 4 heel height NOTE: 6" minimum bearing Upon request, any public authority will be supplied a copy of this design bearing on impression seal, 165 SANFORD TRUSS, INC. P. O. Box 1177, Pompano Beach, Florida 33060 0 u� N "o 01 O 0 c GM NOTE: Hip shall consist of two (2) trusses. Each truss must have Sonbrd grip -Master fides on terth faces al all pints es Rosen. Trusses shall be Fastened together with 12d nails *12" o.c. / All r• - ',embers N !(R Jo int 9 binr 7 _ CAMBER 11O11OM CHORD 5/)" AT CENTER bintr 3 2 • RIA) 12 2.5 • Ali *eh T two so a 2.4(C)or1oi 1) bi 3 Joint 6 12 2.5 = D. MA Joint 11 hint 10 l --- CAMBER BOTTOM CHORD 3/8" AT CENTER + CAMBER BOTTOM CHORD 378" AT CENTER 9' - 0" binr 4 -- For Too C aro 1,mber refer to KGM- 26- 2.5 -53 JeIr,F 18 blot 7 CAMBER SOT TOM CHORD 3 /111" AT CINTtt II 0" 1,7 7' - 0" Joint 4 A 17 ze. rN R. Mel/A, CERTIFICATE No. 6911 r+.s STATE OF \ FLORIDA Upon request, one publ'.c authority wl�l : .e suppi el o copy of this .esign n eariny o -pr eni on seal 12 r.s�e DESIGN FOR HIP d1 7 0" from erJall 5 DESIGN FOR HIP 02 pocesi - 1 x 7 bind esel Joint 5 DESIGN FOR HIP 0 3 Sp cod 2 - 0" o.c. FORCE DIAGRAM Joint SA DESIGN FOR TRUSS SpocecT 2' - 0" o.c. 12 B 12 b t 2.5 26301C - 1000dT 6 74aC - 7" 2 2. S A N F O R D T R U S S TRUSS DIAGRAM 1500 - 3 r -140WC 13.350 385 Q 1 1 5525 -- 120ac - 71 St 6 1 c 2 NOTE: In Oede end Btsnre Counties, use only 11, 15001 or soul, stress graded lumber. .2.5 26' - 0" Goa Spun --s TRUSS DIAGRAM sea c 12, 140 FORCE DIAGRAM *so 5j50 d 525 b 3 a _ t 12 1 � ` �] 2. S 26' - P Clow Spun TRUSS DIAGRAM 5425 - . \ 1450. 3 F4 26' 0' C'eor Span 6051 I CAKE DIAGRAM ( 640 71 5P 385° b d 275 495 c 410 4408 4 495 275 is al b ' L �- J 4 a IOOd f Soy a '. 58 ld �; 36 FORCE DIAGRAM TRUSS DIAGRAM 7 13 16 2.5 1 OPE 14 Sonbrd Gip -Mater (1 x 4) 39 Sanford Grip - Master (3x3) 14 Sanford Grip -Master (1 o 4) 321 Sor.bra Gip - Mosier (3 • 1) 315 Son. bra G', -Morn (3 • 5) T -520 Sur .lord Grip- Masts sespriBbt 4J 171 327 Sonlerd Gip -Master (3 • 9) J 8 (148) -1/2" -- (112)1/2" -- I /4" cu$' 5/16" 348(1xld1 ionford Gip -Minter - h. 15 336(3•12) Sanford Grip-Master N Jr. 8 5ly F5570 Sanford Gri,,- Master (5.5 x 14) . 1353; Sanford Glp -Master (3,5 x 12) F3530 Sonio-o Grip- Master (3.5 x 10) Six � r__I_1 j2" I l 2 0 Santora Grip -Mater • ♦-` 1963 senf.tS truss, inc. T -535 Sonferd Grip-Mother 327 Sor.lard Gip -M•stw (3 • 9) 12 18 550 ianbrd G dr.' ip -Mss SANFORD GRIP - MASTER PLATES, applied to both faces of truss at joints as detailed shall be 20 gauge galvanized steel, with four 5 /16" (2 ` 5) f5 x 10) formed teeth per square inch of gripping surface. LUMBER POSITION NAILS located as shown in joint details shall be 1 -1/2" long arrulor ring shank 0.120" diameter, 9.32" sad; trusses up A to - ov er a span may use 0.113" diameter, 1 -1/2" long Fillet head Twail; or equivalent nail with common head. Sour on Pine 02 Sou ern P. CENTERLINES shown. NTERLINES of Sanford Grip - Master Plates shall be located at joint centerlines or by circled (o) points, unless otherwise sho. TRUSS p 02 Soother. Pines SS MEMBERS shall be accurately sa..n and tF en firmly clamped in an adequote lig so that upon completion all joint ore in sn,,g contact 5001 Industrial Fir 1200f ba.ut gal Fir Construction Fir OVERALL SPANS ore based on the use of a 4" nominal width of bearing. Up to 8" of bearing width may be used whi h will permit an SOOT It`d h4mrlock 1200( Ira 1Wn took Construction Ftoo . increase in the maximum overall span of 8" OTHER LUMBER of equal or greater stress value may substituted for that shown in the lumber table. UBLE CUTS ON NEB MEMBERS shall meet at the center line of the woo, unless otherwise shown. LATERAL BRACT OF TOP CHORD: This truss has been designed considering the top chord is laterally braced with sheathing, purl ins of o maximum spacing of 3' - 0" or lateral bracing at a maximum spacing of 3' - 0" o.c. FIELD BRACING: Truer manufacturer must furnish truss erector with a copy of this design to assure that all field bracing a noted on rho drawing is properly installed. Design for Tr iss ono Hip Tn.oes - up b 31' - •s U.• and oeod boa on roof - 45 pet D•od boa on c•1 - 10 pd Total Deign load - SS pd NOTE 33 -1/396 olle.oble u nit stress Inrro•a for shod time loadin 315 Sonbed Grip-Moser 3x5 T -323 Sanford Gip -Mohr 26 Sanford Gip - Mouser (2 • 3) 324 Sonfeed Gip -Mater (3 • 8) c 163 Z m n • • DESIGN FOR HIP 1 1 20' - 8" OVERALL SETBACK 7' - 0" - • FROM END WALL WMIER t A - 1 1 Southern Pine (ONLY) 1 - 1 1 Southern Fine or 15001 Industrial Fir • C - F2 Southern tine or 12001 industrial Fir or 12001 Industrial Hemlock NOTE: All web members to be2x4C NOTE: 33 -1/3% allowable unit strew . increase for short time (coding. NOTE: In Dade and Broward Counties, use only 11, 1500F or equal, stress graded lumber. ( V Block 2 545 Sanford Gr ip- Molter J 3Pt R. M p gi CERTIFICATE co No. 6911 TY 4 so P STATE OF , FLORIDA �. ERE E "s Upon request, O y public oufhor VII „e s.wppl:ed a copy of this c esign k•ear:ny on Impression seal. x 4 A 330 Sanford Grip- Master (3 x 10) Symmetrical about centerline - 312 Sanford Grip - Master (3 x 4) x 4 B W tfetD Galt -MA.1m PLAT'S uppl4d N bed iris of our et 8401141M, shell Er 20 ga,g* g.t- •ow ?ad w.!, whir w( t'16 termed t..th per ■•,are Iasi of Flopi• surface. Po.it4e P i a iwAre• shown in jam/ dotal Is shall a 14/2` tong ann.Yr ail shank .120" diom.lr, 1r/13 ".112" d!an.lor, 1'1, Y long fillet heed t -eit; co swivels.* Hell .Ifh a....na /wool CUNTERLINI$ of Sanford Gs i.- tAssfss plat oholl be 4c.sed d 'pint c.n'Y14• onlo• othervi.e CrWroTh7sotos point of plot. location. SANfOt) ce.P- AASTta TaLSSj$ shall to krk.rad 1• od.g„.N r trm upon complettow, ell jotnn Feon foil b.a7ng OVERALL SPANS era Ord on M. use of a 4' n.aiel .IM %.f booing, unless off,.,* Ise ',Sown. • Block 2"-1- 20' - 8" Overall CAMBER BOTTOM CHORD 3/8" AT PANEL POINTS Symmetrical centerline oboet 544 Sonford Grip Master 1.' 600' 860 e / 7200 I4 • • 330 Sanford Grip - Muster (3 x 10) 20' - 0" Ciecx Span Live and dead load on roof 45 psf Dead bad on ceiling 10 psf Total design load 55 psf 8640 FORCE DIAGRAM 7' - 0" Setback 12 315 Sanford Grip- Master NO!1: Other f+►Jw of **Al or pest., roar ALA may Ls o.betio.'.d for that ifn.,n ,n N. .6�. CUTS ON «se FtM 5, 0061.4 w" on . 1 1 «.b . I I I ,,..t .t . . . . . . . . . ' a of ' e .3 .I0 ,•*TM .e. IAflMt 1a C!NG Of TOO CNORD This In." i.. 4...n dwfi od co,oi,etlry the too cNot r I•■• braced .IIa .464, g; pvayr ,1'rri a . ma,m..'5 .;.oci. • g of r - 0 • c , oroc -w of • ma.lrue **ON of S' - 0 "o c. f If LD litACINO: Trc• rnon,fuclor Hart wrnit4 tr,ss wet ho .itn • copy of •.. s o•vir to oaw;. i}wl eTt Told loracing es rotor on the a Is ptop.rly inntal'.• b 880 /C 560 Sanford Grip- Master (5 x 12) 5001 1 A a ,f c a — 2" 4— 28 Sanford Grip - Master (2 x 4), o } L ANF OF .... D T RUSS S P Boo 177, • TRUSS, INC. Pompano Beach, Florida 165 j 3 0 c ti GM DESIGN FOR HIP MEMBER 0 2 20' - 8" OVERALL SPAN - SPACED 2' - 0" o.c. LUMBER, A - 0 2 Southern Pine or 1200f Industrial Fir B - 0 2 Southern Pine, Const. Fir or Const. Hemlock NOTE: All web members to be 2x 4B NOTE: l0 9a /e an/ Brow/ Coontles ass only #1, 150 VF of afloat, strata grade/ (ember. • • T -525 Sanford Grip-Master & 26 Sanford Gip - Masts( (2 x 3) 1 /2 ". 1 315 Sanford Gip - Metter (3 x 5) SANFORD GRIP- MASTIH PLAM replied te Loth faces of Inas at each joint, shall be 20 pave pal- s�eeT « tYroa� TTP •reach per .gone inch of pipping swloc• Mition Neils lec•ted town in pint entails droll Ns 1 -1, 2" long annuls. ring stank .120 ' x12" Mod -- b 113" slam..«, 1 -1 2' long fill.. heal T -noll; ar e4i.•olene .,Ith c Irod. CENTERLINES of Sanford Gip -Mast* plate shell be located of pint c4jnl�Gre. unit" other wire shorn nc • Lo) b'.. point of elate location. SANFORD GRIP- MASTER TRUSSES sholl be tobricald In od.gaota ji, so that upon completion, all pints has colt heating OVERALL SPANS, ars bused on Ma use of a • noRsrnor width of beatIv, unless otherwise darn. NOTE: 33 -1/3% allowobl• unit stress Increase for short time loading. 0 ., R. M� 3� \ CERTIFICATE t' No. 6911 r..s STATE OF / Or FLORIDA Au S IRED EN Upon request, ory public authority will Le suppled a copy of this design Leafing on impression seal. T -525 nford Gip - Mester p pr 1 /2" 2" 20' - a" Overa I I 2 x 4 A 327 Sanford Grip•Mast•r (3 x 9) Symmetrical about centerline CAMBER 3/8" AT CENTERLINE Symmetrical about centerline „ 2.S SANFIRD T • Uve and dead load on roof Deed loud on ceiling Total design load 3 4,5 9' 9' - 0" Setback 13 Sanford Gip- Mast*: (1 x 3) 20' - 0" Clear FORCE c 315 Salford G fp- Metter 3 x 5) 12 2.5 NOTE: Other lumder of ••ol ar wearer shese .1,0 'way Ise sLkatitu'ed rot Mor ✓turn in tit• fum- a�r 1a�la CUTS ON NEE MIEMIERS, Dowels can on all web her - Bran will ,..wet or at L s nterll•• e1 104 ' less otherwise d.o..n. LATERAL !RACING OF TOY CHORD: This Iron hos been oesisred coniaer,.g rt. ■a• chord is larer•ITyltracoririAl shsatlting, o,ali o •r a m•xi spacing of 0' - 0" o < , or Iweral Maim• of • maximum spot ing of 0' - 0' o c FIELD IMCING: Tres mon,tochww rn,st furnish wits error with • copy of rr,',s des.gn to mp,• Iltot .11 Field broci.ng as noted on rte *owing is pruerey Installed • 1/4" 45 psf 10 psf 55 psf DIAGRAM 6 260. -a 330 Sanford Grp- Master (3 x 1)) grtI d,• 1 1/2" SANFORD TRUSS, INC. P. O. Box 1117, Pompano Bach, Florida 165 • • GM e DESIGN FOR HIP 16' - 0" SPAN SET BACK 7' - 0" FROM END WALL LUMBER: A - N1 Southern Pine or 1500f Industrial Fir B - 0 1 Southern Pine or Const. Fir NOTE: In Dade and Broward Counties, use only 1 1, 1500F or equal, stress graded lumber. Symmetrical about centerline 333 (3 x 11) Grip - Master Live and dead load on roof 45 psf Dead 'oad on ceiling 10 psf Total design load 16' - 0" Camber bottom chord 1/4" @ center Upon request, any public authority will be snppl led a copy of this design bearing on impression seal. f. 1' - 0" (Max.) T - 864 Grip- Master 318 (3 x 6) Grip- Master ANF ORD SANFORD GRIP - MASTER PLATES, applied to both faces of truss at each joint, shall be 20 ga. corrugated galvanized steel, with for 3/8" hooked crimped teeth per sq. in. of gripping surface. Position nails, (NOT REQUIRED when plates no presses into both faces of truss while it remains clamped in jig) shall be 1.5" long annular ring shank 0.120" diameter 9/32" head; 0.113" diameter, 1.5" long fillet head T -not(, or equivalent nail with common head. PLATE LOCATIONS: Centerlines of Sanford Grip - Master Plates shop coincide with joint centerlines, or plates shall be located by circled (o) points unless otherwise dimensioned. LUMBER SUBSTITUTIONS: Other lumber of the same species with equal or greater stress values values may be substituted for that shown on design. WEB CUTS: Double cuts on web members will meet of the centerline of the web, unless otherwise shown. FABRICATION: Sanford Grip- Mostej trusses shall be fabricated to adequate jigs, so that upon completion all joint shalt be reasonably snug. NOTE: 33 -1/3% allowable unit stress increase for short time loading. 55 psf 312 (3 x 4) Grip- Master 2.5 3 Symmetrical about centerline 4' - 360 concentrated load = 1470 1/4" } 1— 11 c 2 1 1 0 0 d 1 5470/ 420 1 15' - 4" Clear Span 3 s TRUS OVERALL SPANS ore based on nominal 4" bearing widths and may be increased by as much as 8" with nominal 8" bearing widths LATERAL BRACING OF TOP CHORD: This truss hos been designed consider- ing the top chord is laterally braced at interval, not exceeding 7"- 0 ". DESIGN CRITERIA: 1) 8 truss has been designed to meet applicable provisions of the "Notional Design Specification for Stress -Grade Lumber and Its Fastenings" by National Lumber Manufacturers Association; and "Design Specifications for Light Metal Plate Connected Wood Trusses" by Truss Plate Institute. FIELD BRACING: The designer bean no responsibility for the erection of trusses manufactured in accordance with this design. Persons using such trusses are cautioned to seek professional advice in regard to erection bracing, which is always required to prevent toppling and "dominoing" during erection, and permanent bracing which maybe required in specific applications. 6400 b 653pr. FORCE DIAGRAM 348 (3 x 16) Grip- Master 240+f R d c _ a a SANFORD TRUSS, INC. P. O. Box 1177, Pompano Beach, Florida 33060 165 GM 2 0. L o. a 3 • 0 v CV 0) 0 c SANFORD GRIP - MASTER PLATES, applied to both faces of truss at each joint, sha1T 20 gauge gal- vanized steel, with four 5/16" formed teeth per square inch of gripping surface. Centerlines of Sanford Grip- Master plate shall be located at joint centerlines unless otherwise shown. or as re q�ir. 1- VALLEY MEMIER A r L 4 ft. 210 Sanford Grip - Master (2 x 5) 111111 = 8 ft. VALLEY MEMBER 8 T - 520 Sanford Grip - Master 13 Sanford -- Grip- Master (1 x Ft. T -520 Sanford Grip - Master 2X4 13 Sanford Grip- Master (1 x 116 ft. T -520 Sanford Grip - Master IN ft. 13 Sanford Grip- Master (1 x 3) VALLEY MEMBER E VALLEY MEMBER C VALLEY MEMBER D XS 0 IDENTIFICATION TYPE OF TRUSS Hip MerhNi H Girder Trueslow G . Valley M41s101dt V Hip Jack HJ End Jack J Corner Jock CJ Blocking Over Bearing B NOTE: In Dada and Itssuo Counties, use only #1, 1500E or equal, stress `reeled lumber, 210 Sanford Grip- Muster (2 x 5) I H 315 Sanford Grip - Master (3 x 5) 12 varies r E tr f L. Stardtrd Truss Spacing 24• o.c. L R. • CERTIFICATE/14.0 No. 6911 rwa STATE OF FLORIDA FRED ENG Upon regoesr, any public autkorlly .vill Le supplied a copy of th■s c!esign Feariny an Innpresson seal. 315 Sanford Grip - Master (3 x 5) Sta 2 x4 Top chard of hose SANFORD GRIP- MASTER TRUSSES shall be fobricateetipodwitte jigs so that upon completion, all joints ore in snug contact. OVERALL SPANS, are based on the use of a 4 Hammel width of bearing, unless otherwise shown. Up to 8" of bearing width may be used, which will permit an increase in maximum overall spun of 8" . and Tr i 4 - i 1/2 of 2x6 one 16d nail at each truss. o. X C•4 X VALLEY MEA*U$ LIN 1 s { ' I I I ♦— W oZ PLAN Cut to Match Pitch -u w copyright 1962 sanford truss ■ c Gripmaster Plate with hooked tooth used on this truss. (NO NAILS REQUIRED) Gmb1e End Truss Lumber shall be of a miniawen grads with allowable ueit *reams e4: c-56Op i Celr.1'ees4oa parallel Po grain F750psi Extreme fiber in bending E- 1,540,000psi Modulus of Eteaticity SANFORD GRIP - MASTER PLATES, applied to both faces of truss at each joint, shall 2Tgauge galvanized steel, with four 5/16" formed teeth per square inch of gripping surfoce. Centerlines of Sanford Grip - Master plate shall be located at joint centerlines un- less otherwise shown. SANFORD GRIP - MASTER TRUSSES shall be fabricated in odefi;. -ore jigs so that upon completion, all joints are in snug contact. OVERALL SPANS, are based on the use of o 4" nominal width of hearing, 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) 2x4 Sub -foci (by Builder) 8 d Nails 1/4" clearance 36" to 48" 2 x 4 or 2 x 6 Top Chord of Truss TYPICAL 26 Sanford Grip Master (2 x 3)T 1/4" clearance 12" to 24" SAN 13 Sanford Grip - Master (1 x 3) 2 x 4 treated Ledger, bolted to wall 24" o.c. Shirn _ Soffit Joist to solid bearing and ottach 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 Bu i Ider) Min. 2 x 4 Plate (by Builder) TYPICAL DETAIL OF LEVEL SOFFIT OVERHANG, 2 -1/2 /12 PITCH AND OVER 13 Sanford Grip - Master (1 x 3) 48" to 72 �� _ 3 15 Sanford Grip- Master (3 x 5) > s 2 x 4 � 2x4Sub -facia (by Bui ) ~ I 8(d Na 1/4" clearance NOTE: In Dade and Brosard Counties, use only 1f1, 1500F or equal, stress graded lumber. Gripmaster Plate with hooked tooth used on this truss. (NO NAILS REQUIRED) CERTIFICATE ' \ No. 6911 STATE OF en FLORIDA 4, C /Sr( RED EV Upon request, any public authority will Le supplied a copy of this desiyn Leariny on 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. ORD x4 or 2x6 Top axord of russ TYPICAL - ALL OVERHANGS Shim to Solid Bearing 2x4 Plots (by Builder TYPICAL 1- (2} 12 Sanford Grip- Master (1 x 2) Wedge Block 26 Sanford Grip - Master (2 x 3) 1/4" clearance 24" to 36" r Nail with three 16 d Nails, 1/8" x 1" Strop Anchor bent over Top Chord of Truss. TYPICAL rt ` T3 Sanford Grip - Master (1 x 3) Concrete Tie Beam TYPICAL 8 d Nails _Wedge Block 1/4" cane Up to 12" TRUSS 962 Sanford Truss, Inc. V 8 _ 4= /Xl - s s -- - -� { a -v v • :O/ -Y 'r , Z' /'ai /;.5.. • w. � •.._. _ . .... . .�. 2x [ECM ?OltfD4'•O'0.C. fAS!EN 'Watt HURRICANE CLIPS ENTRY OVERHANG TYPICAL OVERHANG AT1E T1ON:.ELDER - ALL DIMENSIONS • • 6UERHAkGS, PITCH. ETC. TO BE CHECKED - BMfORE ORDERING TRUSSES 7 ( W. 2 / h ..NS. -i rt' .e. w101 ii 71 1:YRIP OF" .CONC. A,v► F . • TILE- R0'0 ON v - -*` F E`r � ? O tf M1W R1kL - COATED ROLL ROOFING r� " SH FA.A714 1 NG _ <3 f7V - F ('C7'F P')� v„ SCR'. r17&_ .e ".�� _`E5Cr.,, PL.Y1n7 o.. • WALL SEC BA$C"H `A 4cRORs R 24 t;`c p 'x 12."" C 0 NC.. T i BEAM .. • � � ODS C ' - CORNER LAP STE'`L- .2.= --O EACH`! WAY F �v @ ��.1 / V j PLASE ON ROC:4 LAT'^? .Y PI,C1i_ _; SAVE SECT iON F1 : "FL;OQF{ • f' 2r2 . ZZd F LOOR 1 ;l, 1V; ES 1-4 -' S ^C'`' i` WATTR •'fit ` } �r � •� +�xto Colc�4c�� G� • a�„ 's„, :_ -, - -' 2. 7 .s - Rangy e c f !t! • 1 " �`yir 1 )kA FG R PRRG FA , U SS 2 SEE• UZTA'LS BY MFG Q f" X 3" .Ft.iRR? NG A • A L : LLFMaER AGA;NST MASO?VRY . SHALL �. SS URE TR�X1 - ,• 4- • io Xial 10 WIRE' •C' 71 NG IN, c.�I./C. F"L 0O& 'AT ONLY OR• ASS CALLED • 1`M ET. Q. K.ST - ONE FLOOR ' SCR: c (.: cO74c.: SL t ---- ; xa WVJ M EsY t; i 1 • �i C} I'. + 1 • 1 ti Gal1 _V. Dk!, ^^t- G RA V EL STD? n ,.. t .- . t • • 4' ti • j C4 PL TARO- C -RAVt . R0OF o . rt _ c ti LI N. r t ..,_ °:.c, -tr / - 4.: PLY TAR 1- G RAY t~L ROO?* I; ' 1 .. �- 1 '1 ! + 1 I , 1 ) 1 ;. 1 1 - 1 ,._ ,I1' li 4 ; t 1 1a t; i ' ; E i � } t �• t1 1 11.3 1 is b -1 • 2� JOIST" Ati I- :'nV.'.'!! Y \c: - .;::====== .2,,,,,,j,1„,„%.,evii,or,„, 7: A --"\ ; ORNA p SAC.M RA FTE.P TO $: v►''' 4 :x, itii' W 0 0 .SEAM \, -;X y' Z. 8 -4vG; vtrt.1. - TO P: „�1; C°L:-'- 2-- •)( P 1 `, C L S s .. `fit V ,` G JM 14 Ru.. , - • —. r f +-;,-.;',...,4:71 ...- 3 ' . I) 1 } -4 3 - .., -... • S i E A N OT S, • • 1 • 1 • A t 1 t . _ L ___ 0 9 _ D 1/ R,1 t o =- 0 • • t d 1 1 • 4 4” COtv'C._Sr~_ AS CQ _r►LC. -¢ i. X CO '' 1 W: R MESH. ALL F O O T I N G S . 1 b "X 10" . CO NG - FOOT/NG -t • 2 tS RODS -!- SE=C # 1 WATER PROOFING rev CO NC. .} V,S - GVEEN F1! M OvTOP OF F;L' ....� ..._ - .••• _ 30 X 30 X12 � CONIC. 'TG. S p 0DS L 8" % . B. vv. -- 4 { • r' 0 11 x 1 1 - 1 • � I `.'. F 1 • w ._....._ —.......o . -.... • ,6 } 1 8 • _ � .1t r • • 1 t ..i I w _t- . _...1.`� j LAB ON: Ft..L -1-- — 6 , 10" t0 wtpE NAE.sH ,a • 1 L4 • I -4. � . - i" ;' I I t .4••t. 1 1 :3 t A 41i - - • • • 4 3 • • it 1 • • t. 1 r . ii ik 1 1: i t .i. _ :: 7 7.1. ; ,,, .:-.-. ;.......... : •