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PLANS- SLINk5 40" '' 4 0" , t r, \ oh/ eot) .D0 "4-i P • C.. , coAkP. 2,O (\M1 / ` rAL CAA t\ Er C c: ..t LI" 1 _1 - c.:4 1 o :- 8" tl) FWT 1 i 1 1 0 st 1 4,1 (.1 t , I L. I 0 • x 5'4 1 k) 'A" " • S. 1.‘ kQ C x. 3 • ,.■■••■•■■■■■ ■••■•■■ 4 57,3 " R - t - 1 -77 r - - - •t_ i 1.• • i ' 0 t . ; 11i - c\, rL 7 ts ) k 1.1 t ea, C."; C t 4- " C •,4 V < \'' ("C fts...1 0' I o■ , • \Al t( ■ t • " 1 1 1 r t ; 1;11 • f? `wl NC) , 2. t•is c it \ Ce.). 1•1 t t t 1\1 t t /~10■11'JI SrP , Ss E T? =JSS Lt I4 {1 it U J ?1iSGI: YIEND ANCfi iNaa s OEM SHEET , rj t, 5 .. `A 5' � -t 4:: {{ ti . . � 1 . + 1 . -..a J � <`� - 9 i) i ¢' �,..# : :.$ (f�t � N1) ' " 1.1 VD c•J a #t r ..�JJ t � Y 4 % 3 - E'`•� " - f ...,... a ct ..r y,7444t_ xr eta e:ra.x..u0.3Cor..5CC7 iTZZAt i,:.Y NOTE: TRUSSES MUST NOT 33EAR ON ANY INTERIOR WALL OR PARTITION UNI.L DES;GNEO FOR. BUILD UP 2 x 4's TO MA (C x 5 TOP Clio US MATCH, FACIAS • Y.Yi17. "' s+K.r - . 'Ci'TilYCX;:= #4.1r4 • - .. r S s S J? fNNI_ DEF.)' # (i it U ft t ENTRY OVERHANG VPICAL OVERHANG, JrN S A N F O R D G R I -P -LATE S SANFORD GRI -t♦- FATES, pressed into each side of TRUSS face,shalt be 20 gage (.0359) galvanized steel perforated with 1/4" deep triangular teeth to form the gripping surface and having posit on nail holes pierced approx. 2" o.c. (2.225 t eth per square inch.) VALLEY MEMBER A 4 ft. Q-42 Sanford GrI -P -Late 2 X4 8 ft. VALLEY MEMBER B Q-42 Sanford Grt -P -Late 2 X 4 Q-2 Sanford Gri -P -Late 2X3 112 Ft. i 16 ft. , Q-42 Sanford GN -P -Late Q-2 Sanford Grt -P -Late 2X3 VALLEY MEMBER C 2 X4 Q-42 Sanford Gri -P -Late 0-2 Sanford Gri -P -Late 1X f 2 X4 LI VALLEY MEMBER E 129 ft. VALLEY MEMBER D 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 -B POSITION NAILS, driven through each of the position nail holes, shall' be 1 -1/2' long annular ring shank .120 diameter, 9/32" head Length of Truss Type ll Overhang each end 26 ` - 0" T /16 Q-42 Sanford GrI -P -Late 0-2 / Sanford GrI -P -Late 0-42 Sanford Grt -P -Lars 12 �r li LJ 1.1 1 LJ Startddrd Trust Spacing 24" o.c. 0 2 -1/2 Q -42 Sanford Grl -P -Late 5- Trus 40 0 ft. 2t" o. 16 ft. 2x4 Top chord of trvss ao 1/2 of 2x6 ult one 16d nail at each truss. c o p y r i g h t 1960 • NOT: In Cade and aro l ni Counties, use only 11, J500€ Or equal, s t PCs r h x , 'o X N 0 u VALLEY MEMBERS a• c a r o.i ` 24 gar.. 0/0 PLAN 24 ft. 2- 1/2to12 Cut T R U N a J HJ -- 24T -16/16 24T -16/16 ."— 24T -16/16 GablsEnd. Lumber shall be of a minimum grade wit�al lowoble unit stresses of: c- 560psi Compression parallel to grain f- 750psi Extreme fiber in bending E- 1,540,000ps1 Modulus of Elasticity NOTE: Sanford Gri -P -totes opplied to each side of valley member at [pint, with 1 -1/2" Position Nails. , S s a n f o r d Joint 3 Joint 4 up to 14' -0" Joint 3 2x8 Joint 4 14' -I" t0 18' -0" Joint 5 18' -1" to 22' -0 j Joint 3 Joint 6 22' -1" ro Joint 3 Joint 3 ; Joint 6 26' -1 h lo Joint 3 Joint 6 30' -1" to 34' -0" 2x8 26' -0" 12 Joint 1 Joint 2 2x6 Joint 7 2x6 Joint 7 12 2.53. 3 Joint 1 Joint 7 One member for eoch 20' -0" of supported span. One member for each 17' -0" of supported span. f 1 1 4 12 J2.5d3 [ One member for each 14' -0" of supported span Joint 1 Joint 2 One member for each 12' -0" of supported span. 12 Joint 7 S A N F 0 Joint 1 NOTE: CAMBER BOTTOM CHORD OF GIRDER TO MATCH ADJACENT TRUSSES 18' - 1 ".I to 22' - 0" I Two member "!Gir Supported r T usses I Ala 18' - 1" 022' -0" One member Girder T I r I- -STup o russes rted 2.53.3 I 11 One member for eoch 10' -0" of supported span Joint 1 (Alt.) Joint 1 (Alt.) 2.5/ 12 and 3/12 SLOPE—UP TO ,34' -0'r SPANS — GIRDER TRUSS 2.533 1925° a Truss Diagram 2 Stress Diagram 2100° 4 Truss Diagram Stress Diagram 1350 Truss Diagram a 2 Stress Diagram 9 1320 1240° Stress Diagram 2 1 b 1 4' -0" t38501 1 • {4200 d 18' -0" a — c 960000 b 9400 • 2100 2 2 b 2G, 10,000 IT I e < t 11 b !1 1350 a 1 3 4 c 9 1 2120I f t1540 j21201 d a — b f 4C 14,000IT 1 9 p b 1320 _ l g f e d 2140. 1 1650 +2140 26r 0 Truss Diagram 2 142504 q 4 °C`j Stress Dfagram i G 2.53 1 1 ,25orT L oom d I 9 1 '2100 f1730' 1 2100 0 yy Truss Diagram 5000 °C � 14000 / 4100I.G $ - co t ' 3 - 1400 3'T T R U S 1925 • - a �l b I T f 9 t 6 x 24 Sanford GrI -P -Late 18 Position Nails S-90 Sanford Gri -P -Late 21" Sanford Splice 1 -1/2" + L• Bottom chord of Girder JOINT I JOINT I (AU) H -77 Sanford / Gri -P -Late (-- 2" r 2-1/2. 1 3/4" JOINT JOINT 4 JOINT 6 6 x 18 Sanford Gri -P -late lapped overt-I-49 SGP. Total 30 )sos Lion Nails SANFORD 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 approximately 2" o.c. POSITION NAILS, driven through each of the posi- tion nail holes, shall be 1 -1/2" long annular ring shank .120 diameter, 9/32" head. c o p y r l 9 1 6 x 24 Sanford Gri -P -'.ate 18 Positio., Nails 1-147 Sanford Gri -P -Late 15 Position Nails 3/4- •-1- JOINT 3 S-90 Sanford GrI -P -Late Q-42 Sanford Gri -P -Late SANFORD TRUSS -- r'T Two 1/2" diameter 1 • 24" • I - I 1 carriage bolts I / Length to suit Number of Membe Hangers 24" o.c. JOINT JOINT 7 Live and dead load on roof 45 sq. ft. Dead load on ceiling 10 sq. ft. Total design load 55 sq. ft. 7— 2" I- IAN GER 24" I , 24" 1 = i DESIGN FOR GIRDER TRUSS UP TO 34' -0" 0 NOTE: 33 -1/3% allowable unit stress increase for short time loading. 96 1 a. carol sanford O Z 1-• LLA IA 0 •o$ J J 1 1 y� 1 1 9 o • ; d �« > • o 571 1 A LUMBER shall be of a structural grade with a minimum A duTus of elasticity of 1,540,000 p.s.i., extreme fiber stress in bending of 1500 p.s.i. and compression parallel to grain of 1200 9.5.1. 0 0 c • St darJt Truss This o Side S A N F O R D GRI - 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, 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.r. Compression parallel to grain f - 850 p.s.i. Extreme fiber in bending e- 1,600,000 p.s.i. Modulus of Elasticity T -75 Sanford Gri -P -Late South. Pine or N10`Tc: In Dada and Broolrard COu sties, use only IA Of en: NOTE: 33 -1/3% allowable unit stress increase for short time loading. 12 2.5 Flr DESIGN FOR TRUSS 32' -0" WITH VARYING CANTILEVERS TO 8 o.c. r - } ( ° I f a ;' r Jf r � n o �►� 't I, 81_4" 4\ 0 Live and dead on roof 45 sq. ft. Dead load on ceiling 101 sq. ft. 1,2 5201C (Max) nst, 1,2- STRESS DIAGRAM Total design load 5 sq. t.. -4enor H -119 Sanford Gri -P -Late 0-2 Sanford GrI -P -Late Max Moment = 45.5 "K f Fi. wedge 1 23' -8" 29' -2" eef b -42 Sanford Gri -P -Late 6 H -119 Sanford Gri -P -Late u• to 2' -10" to inside of 2X 3' -0" Q -18 Sanford GrLate H -77 Sanford Gri -P -Late construe "' 21" Splice Q -54 Sanford Gri -P -Late (7' -6" to 8' -4" can't) Fir 2 X 4 1 1 Southern Pine or 1500f Fir CAMBER BOTTOM CHORD 1/2" AT CENTER SANFORD Q -2 Sanford Gri- P- Late0 Sanfo GrI -P -Late ' -10" up to 7' -6" 7' -6.. �+- 2 7 td 8' =4" K -120 TRUSS copyright 1958 3' -0" a. carol sanford .. 0 ui N 1 Minimum Quality Lumber as Tabulated Below SP " 11 24' -5" 1500 f Industrial W. C. Construction 1200 f Industrial to Fir (C. R.) Hemlock (L. F.) Hemlock (W. C.) 26' -8' 23' -9" to 1500f Industrial " 24' -4" Hemlock (W. C.) JOINT I T -520 Sanford Grip- Master (5 x 6) JOINT 3 1/4" 1 -1/2" 3331 I Sanford Grip- Master to 26' -8" 330 Sanford Grip- Master to 25'. -4" (3x10) JOINT 5 545 Sanford Grip - Muster to 26' - 8" (5 x 9) 540 Sonford Grip - Master to 24' - 8" (5 x 8) National Design Specifications (NLMA) Design Criteria is followed with the following exception: Allowable stresses for 2 x 4 Construction Fir and 2 x 4 Construction Hemlock as charted: JOINT 2 28 Sanford Grip- Master (2 x 4) Q-2 Sanford Gri -P -late JOINT 4 Coast. it Const. Hemlock 1 -1/2" 1.76M 1 .54M 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 plote shall be located at joint centerlines un- 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 heod. SANFORD GRIP - MASTER TRUSSES shall be fabricated in adequate jigs so that upon completion, all joints hove full bearing. 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 an increase in maximum overall span of 8 ". JOINT 1 JOINT 5 CAMBER 3/8" 12 4 C JOINT 2 JOINT 4 DESIGN FOR TRUSS - 715 385 g 26' - 0" Live and dead food on roof 45 sq. ft. Dead load on ceiling 10 sq. ft. NOTE: 33 -1/3% ollowoble unit stress increase for short time loading. STRESS DIAGRAM copyright 1961 sanford truss, Inc. TO 26' -8" SPAN - SPACED 2' -0" o.c. 660 513 Total design load 55 sq. ft. 715 e SANFORD GRIP - MASTER T RU SS 385 _ F JOINT 3 a a — b 0 V c Z 1-- w c 0 Span Minimum Quality Lumber as Tabulated Below A ( Top Chord) 8 (Web Members) C (Bottom Chord) 32' -9" to 34' -8" Construction Hemlock (W. C.) W. C. Construction Hemlock (L. F.) 1500 f Industrial a. Hemlock (W. C.) 31' -9" to 32' -8" Standard Douglas Fir (C. R.) 301_5„, to 31` -8" . --. --. 1200 f Industrial Fir (C. R.) 271-1" 1 30` -8" Standard Hemlock (W. C.) 1200f Industrial Hemlock (W. C.) JOI NT L -1 / 2 " T -525 Sanford Grip- Master 210 Sanford Grip- Master (2 x 5) JOINT 3 1/4" 4 . I L _� t (342) 0 "-.- (339) 0' =-1.— (336) 3/4 "-J �--- 342 Sanford Grip- Master to 34' - g" (3 x 14) 339 Sanford Grip - Master to 31' - 8" (3 x 13) 336(3x12) Sanford Grip - Master 28' - 8" JOINT 5 5555 Sanford Grip - Master to 34' -8" (5.5x11) 5550 Sanford Grip - Master to 32' -8" (5.5x10) 5545 Sanford Grip - Master to 29' -4" (5.5x9) National Design Specifications (NLMA) Design Criteria is followed with the fol lowing exception: Allowable stresses for 2 x 4 Construction Fir and 2 x 4 Construction Hemlock as charted: JOINT 2 JOINT 4 Q -2 Sanford Gri -P -late Const. Fir Const. Hemlock 850 750 1 -1/2" 1 -1/2" E 660 1.76M 560 1.54M SANFORD GRIP - MASTER PLATES, opplied to both faces of truss at each joint, shall be 20 gouge 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 centerlines un- less otherwise shown. Position Nails, located as shown in Joint De- tails, shall be 1 -1/2" tong annular ring shank .120" diameter, 9/32" -lead; 0.113" diameter 1 -1/2" Fong fillet head T -nail; or equivalent "(tail 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 ". a x JOINT 5 JOINT 1 1 x 4 Continuous lateral bracing 2.5 Spans 29' -0" to 34' -8" 4 12 CAMBER BOTTOM CHORD 1/2" AT CENTER SANFORD GRIP - MASTER TRUSS cop 0 DESIGN FOR TRUSS - 480 b Q JOINT 2 v JOINT 4 r h 1,2 1961 935 c 1' 1 2 3 9 0 d 4 9 34' - 0" Clear Span 4 Live and dead load on roof 45 psf Dead load on ceiling 10 psf 12 ford TO 34' -8" SPAN - SPACED 2' -0" o.c. 5 935 l NOTE: 33 -1/3% allowable unit stress increase for short time loading. 480 6 f STRESS DIAGRAM Total design food 55 psf truss, inc. JOINT 3 G z w d 0 v 0 of 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 hav;ng position nail holes pierced approx. 2" o.c . (2.225 teeth per square inch) POSITION N ".'I c, driven through each of the position ncil holes, sh011 be 1 -1/2" long annu- lar ring shank .120 diamet_r, 9/32" head. Q -30 Sanford Gri -P -Iate T � 2x4 Sub -faci (by Builder) 18d Nails 1/4" clearance 36" to 48" Q -2 Sanford Gri -P -la mow r 2x4 or 2x6 Top Chord of Truss TYPICAL Q-9 Sanford Gri -` 8d Nails 1/4" clearance _ 12" to 24" S A N 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 Bu ilder) 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 Sanford Gri -P -late --�2_4 or 2x6 Top - -Chord of Truss TYPICAL - ALL OVERHANGS 1 ---- Q -42 Sanford Gri -P -fate M 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 1/4" clearance x 4 �2 x 4 Sub -facia *-"\ (by Bu i !der) 8d Nails 48" to 72" Shim to Solid Bearing 2x4 Plate (by Builder TYPICAL NOTE': hi Dada and 3ro:iar'i Counties, use only ;#1, 1500F J1 equ31, stress graded I'Jinber. (2) Q -2 Sanford Gri -P -Iates Wedge Block Q -18 Sanford Gri -P -late 8 d Nails 1/4" clearance 24" to 36" Nail with three 16 d Nails, 1/8" x 1" Strap Anchor bent over Top Chord of Truss. TYPICAL rte_ Q -2 Sanford Gri -P -late Concrete Tie Beam TYPICAL 8d Nails i _.Wedge Block - 1/4" cilearance Up to 12" K -120 TRUSS c o p y r i g h t 1960 o. carol sot ford a 0 v 0 0 T.- -J w 0 0 e a y�X4 -- '.A.► S G l� 1 _ E. 74 = I • GA,? 6AGP_ P) s Fo$4L i • (�/�; T. " I: �. G `3 SLIDING ccRs u :T �r�Azt+c SLor.. 11.1 lASrE LLS o 4 . 1G • • CS 1 31L1r4 SN.4 :ZOO ., _ ▪ 2• Lx12:' W&)p BEAM A6ov. 1 i D I I\l 1 (am AR E, S Arita F1?'1 LIZ. —, • -l50 A MP SiR_VIC . 2 DS/ 3 7 15Q AM ANSI W l FUSt ~ LUGS F 74 5 (1,._.5 F .' :: ?,) I2, J G e t4? * GY 4 p t.lcq S } - 1 s • - Z00 l P. MAtrl )I5Ct aw aTGh : r6 - 1 3ErzvIN • I�/ItitQ. {QOM. I±. P,^z40 f LoorL pt.A Ter. WA+ ST'ooLS INT4IICUr. ..- sL1r'ING ,GL/\ 5 ovas. BATH per U4r4 VAN TY 57 _ ° - ApsQ') \f1 PV_A1 ef r Al2 Galv GENT. NFAT? WASItEf. WATeR, IiEATE GAF. i5ACI4 DISt'+?:A, 1.S. :5. PA' ?, RMGeTor 3 ��VtrN.... 3 Foto 12.EFR.16erzATorR... 2 I ppLL G41.1. LIGIaTINCr 2-14. 2 -12 2 I . 2 -'12 _ y 23O 3Q. 4o. f:. F.- r .r.. 30 p.Q. 3 2C� 4, 3 15 • 15- 230 tt5_ ,5.� 1 .. 4►. ` d 230: 15" _: -30 .{1S .. 7,6, 3 .._ 'OTA.l._COt'iW [OAO.= ' 135.EAMP$. •KtTC! E ft;- MOLE. LINo:oNt FLoorx.�... SMOoru PLASTER WALLS 4. cliiLPv4 MlcA D'LAIN 5PLASN =WALL cArt14 ars Araove AS 4c)t.ti1 Ls FLoo . SM'ooYN pLAsTaR,WALts 4 cErLIt4n `- Q'TIt,>. WAlN6cOT AT WAILs S'• G" ,. AT. oe- ?u owe r?. M1 ^-\ VANITY TO1. JOB. I . - ..I DATE: SHEET .. r* " 3n . DESIGNER CONTRACTOR SHALL, VERIFY Ak,4 QIMENSIONS AND NOTES BEFORE PROCEEDING WITH THE WORK. 4 • • i i Y t 1 �Srl� lc; -_ 1N, WALL - - -- . W. WA'_ .e_ ROB E 5 cALg %. I'©' = T SID.E• E.EV/xT1)kI _ e 14 I "° D E 1 kJ DOORS _ 5 GALE y4 I`O" .- .. L • i-. 5T t , :O — V C C • Imo. E Ar E L E MAT.) 1 .) 0 V s _. 23 - 24 A T.W iAr F ) - t f I5 FELT Lr1EfA(. L NTH .STUCC° c�N tr•D TR.uss T I ' . ) LevEL OF rArla i2. L 1.1 C 1tt P I r ‹.7 �. � 3 T 1) z(* A.T,w • c N TILE ROOF 'L /z- f PITrN ptrT �tZ 2 Z 3 ,JA L. j .W.Il ►1�.A1! .. Tt.% <1. c n_ r 1,1.;. 2 -24 ST U CCS sIMI E,4.c try <: MEr.s.! DRiP 5T'2IP METAL soFF'r "scR.vvyr 4.° r ▪ r`a r3_ ! / Ft tit. ) l i c "1,"./‘ ���l + • lJ' �' % +J 1`l 0 F Kritz�lr pL 200} % - l2 I rcH . . - -l t -- - t. L .0121 F�Lr� 4 T Mopek�s 4 TItJ °TAGGED . 12 "O.c, FtElt�uo. gTE Trz u s u.a .,?4_Q -' F _ L" _ ._ -- ..�. _SHE �HJ � Y O r�r � � - .r�� tI t t -- -: _ __ __—..-- -------..*--______ ‘7,75.4 ..: _ . r .. • US$E11 1? MASON CONTI?. S1.4.0 R S F prrT c HAT s 3tZ5. FLAC►1 r.ST..l t JOB r 3 " DATE' a 1 ° x 3'' FUR2146 c?r !ea" (-).C L. METnLAucRRarz s akrs . a x1 CO4C. IF. . 1 ftM wi 4 4 5 (LOPS CANT. �� 5 foOS 44:4k L41 S r AraouNt3. PLA.5T .q!z.,. 414_ <TREA+TE D' F U(ZR1Nr. ,t- U . 1 WH ER e STU( R rJTIONS J011.) M A'S 0N ( WAILS Usc T2 t~AT 1" ,e ANc4 AT TIE ` reAM W TN 1ta<:f•tc; sjrzA?$ - __TERrzA DLO FIN, FLo,or ♦ - r • • z --- -- -� ---'- --- 4 - 4 �,.� • ,1 �,. _ ` .. cow: St.A3 WELL TAMPeU FILL G"'< e2 Mb 10 wltr,tE Mask rzalrl Q o V ;3 t. 4 E s:i AT 81.0c. :15.. \NA _• : td� `� 16" CONC. FOOTINeiS t201- CONT. 2� 02 SHEETS' ' r''urt`' DESIGNER .CONTRACTOR SHALL ALL. DIMENSION$ AND NOTES BEFORE PROCEEDING WITH THE WORK. q` '. "J' 0.14. DOOR_ L .__ ._ _ . 4 • • i i Y t 1 �Srl� lc; -_ 1N, WALL - - -- . W. WA'_ .e_ ROB E 5 cALg %. I'©' = T SID.E• E.EV/xT1)kI _ e 14 I "° D E 1 kJ DOORS _ 5 GALE y4 I`O" .- .. L • i-. 5T t , :O — V C C • Imo. E Ar E L E MAT.) 1 .) 0 V s _. 23 - 24 A T.W iAr F ) - t f I5 FELT Lr1EfA(. L NTH .STUCC° c�N tr•D TR.uss T I ' . ) LevEL OF rArla i2. L 1.1 C 1tt P I r ‹.7 �. � 3 T 1) z(* A.T,w • c N TILE ROOF 'L /z- f PITrN ptrT �tZ 2 Z 3 ,JA L. j .W.Il ►1�.A1! .. Tt.% <1. c n_ r 1,1.;. 2 -24 ST U CCS sIMI E,4.c try <: MEr.s.! DRiP 5T'2IP METAL soFF'r "scR.vvyr 4.° r ▪ r`a r3_ ! / Ft tit. ) l i c "1,"./‘ ���l + • lJ' �' % +J 1`l 0 F Kritz�lr pL 200} % - l2 I rcH . . - -l t -- - t. L .0121 F�Lr� 4 T Mopek�s 4 TItJ °TAGGED . 12 "O.c, FtElt�uo. gTE Trz u s u.a .,?4_Q -' F _ L" _ ._ -- ..�. _SHE �HJ � Y O r�r � � - .r�� tI t t -- -: _ __ __—..-- -------..*--______ ‘7,75.4 ..: _ . r .. • US$E11 1? MASON CONTI?. S1.4.0 R S F prrT c HAT s 3tZ5. FLAC►1 r.ST..l t JOB r 3 " DATE' a 1 ° x 3'' FUR2146 c?r !ea" (-).C L. METnLAucRRarz s akrs . a x1 CO4C. IF. . 1 ftM wi 4 4 5 (LOPS CANT. �� 5 foOS 44:4k L41 S r AraouNt3. PLA.5T .q!z.,. 414_ <TREA+TE D' F U(ZR1Nr. ,t- U . 1 WH ER e STU( R rJTIONS J011.) M A'S 0N ( WAILS Usc T2 t~AT 1" ,e ANc4 AT TIE ` reAM W TN 1ta<:f•tc; sjrzA?$ - __TERrzA DLO FIN, FLo,or ♦ - r • • z --- -- -� ---'- --- 4 - 4 �,.� • ,1 �,. _ ` .. cow: St.A3 WELL TAMPeU FILL G"'< e2 Mb 10 wltr,tE Mask rzalrl Q o V ;3 t. 4 E s:i AT 81.0c. :15.. \NA _• : td� `� 16" CONC. FOOTINeiS t201- CONT. 2� 02 SHEETS' ' r''urt`' DESIGNER .CONTRACTOR SHALL ALL. DIMENSION$ AND NOTES BEFORE PROCEEDING WITH THE WORK. • COMC, 5 01`.1 WE1. TAM pat) Cita ADS G"x "• # tO wItze MES:4 FOoTIiNGa A i.E Io ° x1 , 2, , w/ 2- 5 29Da COtklT. ON WELL j �'APt; F c" co 1 S.LA3 ON FILL W/ 6 "XCR% #l wrr2E Mesl+ vou5E.E ME's14 Ar,. 131.oc,t4. WALLS, : WE LL TAM[FED G CLADE JO>3 t j � OAT6 :SHEET CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND NOTES EIEFQRE PROCEEDING WITH THE WORK. ,Er._91 :C��E