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Plans (84) LEGEND: �im" .....el —ss SANITARY SEWER Pacific —sI� STORM DRAIN Community __- zr Design ____-__ _ -280 283 —w WATER LINE • 282 12564 S W Main Street 28j i 0 0 MANHOLE Tigard,OR 97223 284 28 0 [f]503-941-9484 � 237 288 CATCH BASIN DATE: 7/27/2017 292.1 290.3 I 90 4i I REVISIONS _........00 , G" Y" i 50-02:"�"J�"-~ 15' �1:44y STREET LIGHT NO. DATE DESCRIPTION--- '" +s 293 I STRAW WATTLE PERIMETER 19.1 T 295 I o EROSION CONTROL 296 1 I 32.00'— -, I �� FLOW DIRECTION ARROW 1 _ I I _ tISTREET SECTION, SEE \--- - 1 I © CONSTRUCTION DOCUMENTS L I I I\ --- y - -, I , , I \ ;I\\ ETBACK SUMMARY43 S IIf 1 I , 105 11 8.00' ---0-- I 4,750 SF I FRONT SETBACK: 12' I E r II , I SIDE SETBACK: 3 a BUILDING: 3BR-DL , a I I STREET SIDE SETBACK: 8' 106 P I I O 1 FF=308.81 II 104 ' FRONT GARAGE SETBACK: 20' r--, ; I BFF=299.81 ic'sco FRONT PORCH SETBACK: 8' jI ` ' -1 I REAR SETBACK: 15' N III !J � #1,1.........---„,„ l l I � moi5.00 iliminiiiiimi .001 1 REAR COVERED PATIO SETBACK: 10 _ ,.........„„,, 1 ram ,r) I_ CV I 1.--masmor 1I �l�imi 11 I 0 GARAGE SMII 13(}7301111.1 6° r��i � i .i _ i llli r iIrMI LOT COVERAGE: Lu I 398 _I i �I�imumnrll�rn._.. i11111 i► "'Lu RIVER �, B wJll�rn I 1 ,' I I� __ I at 1 I I' PUE OTYP. I I i PORCH s -- _- mm I -J --+nri + LOT AREA: 4,750 SF _ TERRACE 0 I 4 LJJT ____ L — — _ - 20.00' I _ _ �r" ... �imor BUILDING FOOTPRINT: 1,569 SF EAST — — — — -12.90 — — — — �""�►^'R•wlrt ��4.00 4000"1""40014� A t COVERED PORCH: 161 SF � v o 308.3 �m� h';50.0'' r�� ®" .305.8 '� COVERED REAR PATIO: 0 SF CO v4'471 I �' I,A �____—,. -rall CANTILEVER LIVING SPACE: 244 SF 7:,,iiiiimAtiriPAMIldi rwrrrrrlrrrrrrrrrrrw. rrttr rrrrllm�■ ' - iirrA 0105 WATER METER (1)ROHANI EUROPEAN r ` M- DECK AREA: 0 SF PLOT PLAN BEECH / FAGUS �`'"""""" IR Cl '"` STORM LATERAL w • SYLVATICA'ROHANII' C TOTAL COVERAGE: 1,974 SF ° ] as SANITARY LATERAL SW/BIRDSONG STREET \ 41.6 % o � .. SS 1 Q� �s;;..lr. -Z1�' �,,,, to 414 \ ^s°a` ,\ IMPERVIOUS AREA: 2,563 SF 1 ; 1 A , i . / / --- •E.E U 0 0 POLYGON NORTHWEST (503) 221 -1920 i pp 2 STY OF TIGARD PROJECT NO.: 395-041 2S 1 W6 Approved by Planning TYPE: CONSTRUCTION LOT 105 (R-7, STANDARD) Date: _ 3 %��-1; .® SCIAOLE 20 REVIEWED BY: PRE RIVER TERRACE EAST initials: SL 16904 SW BIRDSONG STREET 1INCH=20 FEET Z PACIFICLHMBERCDPYRIGHT2�I4 ROSEBURG FRAMING SYSTEM'" —...- These-"'""°°"" ,II ' qualify engineered wood products for today's builder- These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. , ,;: ;'� The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI D LAM LVL RI GI DRI M soup e�ocK u� I company which retains copyrights to an4 of theplans.Use of these n eW.a ,I PosTs rxoMAeove ,,,,.-„�,r,,, ,o eE..e��eE�orv. p y. ownershipplans byany other �� ==” p,� �. IA �BEARING ousOF BLOC product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or 'C,� - . ` NOELS aosea/ererro•esrneonuers e�aerteoro•Fsrvaooucrs copying of these plans,infringes rights under the Copyright Act.Infringes face liabilities that include \�� penalties of up to 420,000 per work infringed,and$100,000 per work infringed willfully. �,� �III� ee�orv.oPo=,�eo�e �RFPIJOIST �� 1. \�V caaFM G wvtsTraOOWS ..,° = ./�h CONTRACTOR NOTES: pE5/SN NOTES: °,„,""`°` 1)VERIFY ALL FRAMING GONDITIONS THIS FLOOR SYSTEM WAS 88,888*y88,.888 °'"""°°°"'"° MAIN FLOOR JOIST LAYOUT 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD SCALE: 1/4"- 1' •" 5)ALL BEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA RFPI BLOCKING PANELS PEON BEARING NALL ABOVE POST LOAD TRANSFER DETAIL (UNLESS NOTED OTHERWISE) OF L/480 N.TS. N.T.S. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LORD/Nd:: 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD START STARTTH/5/5 A PLACEMENT PLAN ONLY. SLEEP/N6 AREAS: (DOUBLE)11-1/8 RFPI-20 5 19.2"O.G. (DOUBLE) 11-1/8 RFPI-20 5 1 9.2"O.G. BOpsf LIVE LOAD CP SEE SHEATHING NAILING ATTACHMENT NOTEIIIII FRAMING FRAMING This layout is to be used in conjunction with 1 2psf DEAD LOAD �' SEE SHEATHING NAILING ATTACHMENT NOTEIIIII® Architectural/Structural plans.Verify all HERE HERE \ shear wall blocking placement and connectors ROOFLOAD/N6: _ -- vj- -- ..- ..... Purchaser approving this 2;pLOAD 55 c g1 ayot prior to any construction. 5f DEAD LOAD _ . 'il l___.t I _ II I I I ii i ffJhpilp1r t ii C .JBL - = W .r- -- - - 7�iD 1---r--' ® CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN 111NON-CONFORMING-REVISE AND RESUBMIT J1 J1 .1 .111 J1 J1 J1 J1 J1 4 J1 J1 ..1 J1 J1 -11 -1 J1 J1 J1 1 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE J1 J1 ' 1 .,f 1 J1 J1 J1 J1 J1 1 J1 J1 .11 J 1 J1 1 _1 J1 .11 J 1 1 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY -1 R 1 OVER THIS SHOP DRAWING. By: Arnold R,Solomon Date:Oct.15.DOLT CT ENGINEERING INC II, II _ II.._II.._.II__II I ...II„.II ._.I�., _I. II II_ 1, _ I wl I� I I!=.! 1 J L J L ..1L_� 1 - I J L J1._ I I J Jl_.11_.-L._J J L L _ CONFORMS NO DESIGN CONCEPT WITH X DESIGN CONCEPT _._.... _ _ .-.r— .�: -._ ,�_�.�•— ._._ «. ❑ REVISIONS NOTEDSI 1 r 1 rB�p'F.__- -i �- 1 r 5T'E O I '�� B it r i 1I�B R r $11F--- -1�--- 1'1Y`- �q'1 J NON-CONFORMING-REVISE&RESUBMIT J2 J2 e II- f( 0' 3 ,a t5 J2 'Hrr� THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 1I -1 t 1 NiI WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE I �2 R1 _ FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN I I Illig 11 DRAWINGS,SPECIFICATIONS.AND APPLICABLE CODES,ALL OF WHICH HAVE R1 . ., �� R1 PRIORITY OVER THIS SHOP DRAWING. II- ; By Rae Hauff Date 10/26/17 �i� R F1 a ,.� MILBRANDT ARCHITECTS 1 1 1 1 , J1 J1 J1 -1 ^^� ,v� R1 .-. -Ik--- II .1:T.�B 1 J:- II ,3 3 J3 • :-AO: 51 . a IE 1 1----I 1� I PORGH STAT T START / PORGH 1 I FRAMIN4 FRAMING 1 11-1/5 RFPI-20 519.2"O.G. HERE HERE 11-1/5 RFPI-20 5 19.2"ac. IMPORTANTI REFERENCE INSTALLATION GUIDE FOR ALL FRAMING PL 1 5-535(MAIN) DETAILS AND I-JOIST INFORMATION POLYGON PLAN OPTION:3BDL-56 Mrk• Material Width Depth Grade Aty Gut Lth Tot Lt1 B1 RigidLam LVL 3 1/2 1 7/8 2.0E 2 a 16 DOUBLE I-)01ST CONNECTION SPECS p i I fi 52 RigiaLam LVL 3 1/2 1 7/8 2.0E 6 6 LEGEND: B3 RlgidLam LVL 3 1/2 7/e 2.0E 4 4 ED �\ Ba Rigidlam LVL 3 1/z 1 7/5 2.oE 1 a 14 Filler blocking is not structurally required provided both ( H}--HANGER GALLOUT E5 RigidLam LVL 1 3/4 1 7/5 1.5E 22 22 I-Joists are continuously laterally supported by aC umber �l B6 RigicLam LVL 1 3/4 1 7/5 1.5E 4 4 connection to the sheathing at the top flange.In ® -SUPPORTING POST HDR 1 BIG BEAM 5 1/2 a 1/2 2.1E 5 5 / addition,the joint in the sheathing shall be positioned & TRUSS COMPANY ® -POST LOAD ABOVE 51 osB Rio 1 1 7/5 9 15 144 /-� over the center of one of the two top flanges to assure J1 RFPI-20 1 3/4 1 7/5 as 20 960 shear transfer between sheathing panels. R -RIMBOARD J2 RFPI-20 1 3/4 1 7/5 12 6 72 5930 JEAN ROAD LAKE OSWEGO,OREGON 97035 (503)858-9663 L8 -LVL BLOCKING J3 RFPI-20 1 3/4 1 7/5 6 18 10a '� i. .151 ELKS 1.75 LVL 1 3/4 1 7/5 1.5E 15 3 54heaaaa° ,.so 2-1/16. 2-5/2-5/18., z-„: 3„: PLAN DESCRIPTION/NUMBER: 3BDL-55 JB -JOIST BLOCKING .JB2 ELKS RFPI-20 1 3/4 11 7/5 10 3 30 Nail Spacing Min Max Min Max Ka Max Mia Max Mi" Max CUSTOMER: POLYGON J -JOIST GALLOUT Accessories DBL I-JOIST WITHOUT FILLER GONSTRUGTION 881 Lox z ,e z ,e z za r 00 z 5 PLAN DATED: 10/5/15 B -BEAM(FLUSH w/JOIST) H1 MIT411.55 20 NT$.rs. T H2 MIT 1 1.858-Or-ITT 1 1.Ba 16 m. DESIGNER: ICAMI L.NENDERSON DATE: 10/12/15 HDR -HEADER(BEAM BELOW JOIST) H3 HUG41 O 1 BBO-BEAM BY OTHERS FL 1 5-3 3 8 MAIN SHEET:2 of 3 .. P� = PACIFIC LUMBER COPYRIGHT 2014 ROSEBURG FRAMING SYSTEM- °,...�,ww - ,II ' These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. qualityengineered wood products for 10dOV'9 blldd@I" The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber RIGI DLAM LVL RI GI D RI M- ? POSTS FROM ABOVE Company,which retains copyrights to,and ownership of the plans.Use of these plans by any other �� �it° ,II III - product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROSEBURG,gve�rw�oouen eo�rnmG;ioearc�onvers \E�' / copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include '� `� secor+ro POST ABOVE penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. # II I BEARING �!*P"' RFPI-JoIST ,- III�k ../II_ i IN>stnmrerocEs,wNw s I■� L1 CONTRACTOR NOTES: P55/6N NOTES: .....`°` 1)VERIFY ALL FRAMING GONDITIONS THIS FLOOR SYSTEM WAS ;e,�a: mm'tiow�r= -°a=w,e 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR .�u��v.°w..,wv+ m (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD RFPBLOCKING PANELS NTH BEARING WALL POST LOAD TRANSFER DETAIL 3)ALL SEAMS PER DESIGNER'S PLAN DEFLECTION CRITERIA I (UNLESS NOTED OTHERWISE) OF L/480 N.TS. N.TS. 4)USE CAUTION WHEN GUTTING FOR PLUMBING FLOOR LO.�D/N6: 5)PROVIDE PROPER SUPPORT AT ALL 4Opsf LIVE LOAD SHEARWALLS 1 2psf DEAD LOAD q-i/2 RFPI-20®1 6"O.G. 9-1/L2 RFPI-20®1 6"O.G. SLEEP/NGAREA5: 5 RT START TN/5/5 A PLACEMENT PLAN ONLY. 3Opsf LIVE LOAD FRA NG This layout is to be used in conjunction with 2psf DEAD LOAD FRAMING Architectural/Structural plans.Verify all HE E PATIO PATIO HERE shear wall blocking placement and connectors ROOFLOAD/N6: Purchaser responsible for approving this 25psf LIVE LOAD IRI f _ I 1� ayout prior to any construction. 11p5f DEAD LOAD ® CONFORMS TO DESIGN CONCEPT lik — J' J62 ❑ RREVISIONS ONS AS SHOIGN CONCEPT WITH J-2 NON CONFORMINGW El AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE -1 J 1 1 J 1 J 1 .. -1 J 1 J 1 J 1 J 1 J 1 1 J 1 J 1 J1 -1 JI J1 -1 J1 J1 J1 -11 J 1 J1 J1 J1 J1 R 1 FABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF SIGH HAVE PRIORITY OVER THIS SHOP DRAWING. J2 2_3 3 J3 J3 J...3 J3 J3_3 -3 J3-3 JB.,3 J3 J3 J3 J3 J3-z..2 R1 R1 By: Arnold R.Solomon Date:Oct.25.2017 CT ENGINEERING INC �:"7-:.mac=;=:- -:SI: ►..=, : - :Z'—. .: : _ : - __ _ _ _ _. _ _ X CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED I 440 NON-CONFORMING-REVISE&RESUBMIT 3 _ THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE �..r WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE R1V R 1 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN R1 �� /< R1 DRAWINGS,SPECIFICATIONS,AND APPUCABLE CODES,ALL OF WHICH HAVE �] PRIORITY OVER THIS SHOP DRAWING 7i _ D By Rae Hauff Date 10/26/17 R1 I 9'-21/8" m q'-21/8" I R1 MILBRANDT ARCHITECTS • I I I I PORGH 1 I PORCH 1 1 1 _ I IMPORTANT/ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION PL 1 5-338 (Basement Floor) POLYGON PLAN OPTION:313DL-SG LEGEND: Mrk* I Materiel l Width I Depth I brad ON Gut Ltt Tot Lt /—� - J1 RFPI-20 1 3/4 1 1/2 2 24 336 Pacifiã4.umber H/?— HANGER GALLOUT J2 RFPI-20 1 3/4 9 1/2 2 26 52 -SUPPORTING POST J3 RFPI-20 1 3/4 9 1/2 10 28 280 & TRUSS U S S ® J4 RFPI-20 1 3/4 9 1/2 1 e 8 BASEMENT FLOOR JO15T LAYOUT COMPANY ® -POST LOAD ABOVE J5 RFPI-20 1 3/4 9 1/2 1 20 20 SCALE: 1/4"- 1'-O" R -RIMBOARD J6 RFPI-20 1 3/4 9 1/2 2 2 4 5 930 JEAN ROAD LAKE OSWEGO,OREGON 91035 (503)858-9663 LB -LVL BLOCKING R1 055 Rim 1 9 1/2 8 1 6 125 JB 1 BLKG 1.1 5 LVL 1 3/4 9 1/2 1.5E 15 3 39 PLAN DESCRIPTION/NUMBER: 3B12L-SG JB -JOIST BLOCKING JB2 BLKG RFPI-2O 1 3/4 9 1/2 26 3 18 CUSTOMER: POLYGON J -JOIST GALLOUT PLAN DATED: 10/8/1 5 Accessories B -BEAM(FLUSH W/JOIST) HI ITHO 11950-or-ITT 9.5 4 DESIGNER: KAM/L.HENDER5ON DATE: 1 0/1 2/1 5 HDR -HEADER(BEAM BELOW JOIST) BBC?-BEAM BY OTHERS PL 1 5-3 3 8 BASEMENT FLOOR SHEET: 1 of 3 Zi CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN ❑ NON-CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE POLYGON FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY PLAN OPTION:3BDL-SG OVER THIS SHOP DRAWING. PL15-338 UPPER By: Arnold R.Solomon Date:Oct.25,2017 CT ENGINEERING INC 14"OPEN WEB JOIST @ 19.2"O.C. 10/20/2017 VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS X❑ CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED Products ❑ NON-CONFORMING—REVISE&RESUBMIT <START FRAMING HERE 1, PIotID Length Product Plies Net Qty 5-00-12 A, RM1 43-00-00 1"x 14"APA Rim Board 1 1 RM1� THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE • iii _ • —':, —. —,---".-- ,: --— . --. +-- . — — — ,-- RMI 40-00-00 1"x 14"APA Rim Board 1 1 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN ��� r RM1 37-00-00 1"x 14"APA Rim Board 1 1 DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE RM1 11-00-00 1"X 14"APA Rim Board 1 1 PRIORITY OVER THIS SHOP DRAWING. I I '''',' By Rae Hauff Date 10/26/17 ,', IL', RM1 9-00-00 1"x 14"APA Rim Board 1 1 MILBRANDT ARCHITECTS ���,�1 RM1 5-0000 1"x14"APA Rim Board 1 1 �, �II BM23 8-00-00 3 1/2"x 9"Glulam(1.8E 24F V4 DF/DF) 1 1 BM1 20-00-00 5 1/2"x 16 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 ' ' - BK1 21-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BM20 12-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 0 BM19 11-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 BK1 8-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 IDBK1 4-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 1c1 BM22 5-00-00 2.0 RigidLam LVL 3-1/2 x 9-1/2 1 1 BM3 20-00-00 5-1/2 X 14 BIG BEAM 1 1 BM10 14-00-00 '3-1/2 X 14 BIG BEAM 1 1 BM21 12-00-00 3-1/2 X 14 BIG BEAM 1 1 �V 1 111 _0.111M BM4 12-00-00 3-1/2 X 14 BIG BEAM 1 1 EI 1 i i 1 ie I N i MI I_ I 1 _1 ._ t BM7 12-00-00 3-1/2 X 14 BIG BEAM 1 1 " '`•k — ° BM6 11-00-00 3-1/2 X 14 BIG BEAM 1 1 i------ 11111111111 _�,-_��2,,�: \ We-04l'''IU IBM8I •� BM9 9-00-00 3-1/2 X 14 BIG BEAM 1 1 '7111 111 ''' E IN' I j BM2 8-00.00 3-1/2 X 14 BIG BEAM 1 1 11 �� BM11 7-00.00 3-1/2 X 14 BIG BEAM 1 1 aI a BM5 6-00-00 3-1/2 X 14 BIG BEAM 1 1 BM8 6-00-00 3-1/2 X 14 BIG BEAM 1 1 iiiiipiiiiri.8 '8= 1111111111 l FLOOR LOADING40 LL15 DL ®I BK1=BLOCKING--RMI=RIM BOARD Hu 4 4 �� N lluILIuIiIkIIIIIIIPIPIP.,,, �'_11,1_,I' ACCESSORIES QTY o �- I� —�—�— O TH017140-2 53 �— ' Olillillil umassuran al� e 1 X 14 OSB RIM FOR SHEAR BLOCKING 31' - - I1 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN IIiiiIIL-1 If.iI III l oa.-..a.�.I.=ate:° , I_ ! I'... 1 1 I I 1 I 1 C� ---IBM7I I HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. IIBM21I 1BM1 31"14 1 r0 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIAI RMI IBM5I _ • _ . d JOIST WITH RIM (24x36 SHEET) SCALE:1/4"=1'-0" SHEET 3 OF 3 Puciiumber & TRUSS COMPANY