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• , a ' • „ 11 . PTIGNIRD . satY°3* B' ciON BOSYNa 6 ?L 1 i f - I , I - 1 I Approved plans . 51 0 be on job site. 1 , • ,-_, SLA 7 7 ..\,./ . 3k...t ry-,,-,,,-ex- c..1) 1---n . _, se- czPo 2 1-1 _i \'>i_ki‘ .- •_ . — 7„ .-- :— I . ---1 v.: .1 2 6? i -k--•,,--„--•, •-,. \ ., ,A-r.A.,,n • N , ‘.,-,,.... \'--;, ' 0 = 0 i. - IN . --•,'-.-. - -• - N.,_,, 0.) :.. N -‘' - • -.'‘.,''',\\\'. -- ‘ , N, -- . - - , ,': ,:',,', - -• , : - .- N - 1 •.:i•, --•„ - -'-,;- 140L., e,. _... .. in .--.-- v.pc-,\\5 ,‘ --,:„.,....,,,-,..:,...,:.„....,-, ., , IABILITY eir, L A cf The Cit of Tigard and its ,..A.A.C-C...a '-''',.', \ ' ',- -- 0 - to i i' 1 ,-.:-,,--,,-. -----,- .‘.. 1: emplo• ees shall not be = 14 _L___ 15 ‘ 1 -,•-•., • - \-- .i.,.-,„..,.._• responsisle for discrepancies . which ay appear herein. , I , ' -*----{ ----7------ c------ _ - —________ Approved i ITY OF TIGARD P , -*E.,4-, .-1-.‘ S la.8 0 k ck 1-4.--)t--toc9 ,-,,, 3 t inA. k (” Conditionally Approved . ( ): = \ For only the wog; tritV13e61 in: 0 c . r.... p 0 c-oLiri-A— 1-00 Mira c? -7,--\- - . c. covex - 1 • PERMIT NO. Li_ u " I ' See Letter to: Follow . ( ): „v, c-e__,,,,,,,,Ce 2 . )• Job Job Ackire • tg C6 .. .. • . , . , (j In. • • 1, . e ! ,',,,,,,..... ) --- By •-• — Date: 1 • - • , ... . i S te plan V -_-_. 1 . , , ; 4,,,, - , • , - , OFFICE COPY - - ■ ,75; / / j / . • -, - 1 . i Art, '•,' ,- / ./ ...., ' , . / / / / . . „ . 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' ' / ' ' --..., 1p A 6 0 1 t2' -0° Mi n 0 d �� X s � OEM O c o ti s frip . N H 0 m U� ) F o u r S e a s o n s So I a r Pr o d u c t s L L C "° Unlm dpin May Awning & Patio Co. Account # 49150 — Date. Sheet number 5220 n E. Columbia Purchase Ortler# Portland, Or 97218 Customer Name Customer Address Drs,," sr 503 -282 -0140 am Moore Customer Phone # scale' aroleet Name h aye ° =r -p" note comes h>re i I . r 1 r i t 1 ',...\ 41) V- Cp r $.@ 0 3 , n - .A1 Y ( - 0 -.73 _;.,,,_.. k , . ? , ........) I- 0 L 0 V \\: 1:. ..I 0 r..) < , : : ' , C In jj \l X- `,i; ?t.': in . 7 , - I : I P 3 , , 0 ' ,r'• . D , '; ' CD 0 g 11 410 7 Q 7,- -- U� `J .... ( 1 ' ?Fx Y T 1' g j __ - I) ' x U X \ c^ LI\ F 'Cc 1f. Cs r 1 , I F o u r S e a s o n s S o l a r P r o d u c t s L L C P "s No Recl °Ien, Re"s'onOW Rrrslnn FileNeme May Awning & Patio Co. Account # 49150 o21e 5220 n.E. 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E c , . ,-- 0 CD < 0 ks gj >' RI r LI— il'i CL IS Front Elevation 1 �. I \ _ _ i \ N vv \\ v v \V N \\ ,VyV AA \,A \ \; ,� \ \`v `V A`_ v ' v .. ` \ v _\ v \-. \ \ \ A / Ny A \\,., . \ 7.- VA A \ A � \ \� \ \\ ' V \ A \ I.V' \ y�\ V < \� \v,.` \VA . L N 'V\ ®ea■ �i AAA \ \ \ ` . AVA y'� , \ ' v Mil \ V 6.4. ' / _,-2 \\\\\\' \ V v , ' y V y v A ,i,„, A �l ' \ \ \ l \\ I� / ; \ VA V •� N 1 /- \� A y ,A ` `\ " N \ � \�� \ Cu \ ,i Iv,, vv - v . V . �e ' � / \ \\ s \ \ \ \ I \ \ \ 'H.----'''''',.. �Ay\v \; 1y \ \v`� \ ' y A ,A VA \ ./'--- \ V V A �' VA A \ \\ , , v ''v ` � A ; yv \v N\. v V AV \ �` VAA \V �. yV A -AVA \ • \% \\,\:\.\\\ `. v N y �` v 'vv y � v` vy v Pro,a:t No Revision M Revision Daic' I Rev By File Narne F o u r S e a s o n s S o l a r P r o d u c t s s L L C I l un,nied nin May Awning & Patio Co. Account # 49150 Da,e � s,ket uoom�� 5220 RE Columbia Purchase Order# Customer Name �� Portland, Or 97218 Customer Address uta�,n e� 503 282 - 014D Customer Phone # Scala e Rat Nines t- E.C.O. #: REV._ DESCRIPTION: DATE: APPROVE a t SERIES 230 SUN * S I AD E ECN -52 I A INITIAL ENGINEERING RELEASE 09/01/05 AS U EGO-862 B UPDATED DETAILS FOR NEW GUTTER. 2/08/06 AS a AND CLIC -LOC 0 STAIGNT SAVE DESIGN GENERAL NOTES >., z < o A. FOUNDATIONS : I . ALL SUBSTRUCTURES INCLUDING BUT NOT LIMITED TO FOUNDATIONS 4 DECKS. SHALL BE DESIGNED BY OTHERS. H. SEALANT O `n V v 2. CONNECTION DETAILS SHOWN ON DRAWINGS INDICATE MINIMUM REQUIREMENTS BASED ON CAPACITY OF ALL SEALANT CONFORMS TO TT -5 -00 543 -A, TT -5- 002306, ASTM C -920 TYPE 5, GRADE N5. CLASS 25. REFER TO INSTALLATION MANUAL FOR USE / LOCATIONS. . FOURS SEASONS COMPONENTS. THE ACTUAL CONNECTIONS TO SUBSTRUCTURE SHALL BE DESIGNED BY OTHERS. .,- p 4 I.. I. ROOM SPECIFICS �/ c4 O a B. EXISTING STRUCTURES O O I . THE CAPACITY OF THE EXISTING OR NEW STRUCTURE TO RESIST ALL LOADS IMPOSED BY THE FOUR SEASONS ROOMS REFERENCE STANDARDS; < 2 L0 W SHALL BE EVALUATED BY OTHERS. ASTM E I I 9 --� 2 z z 2. CONNECTION DETAILS SHOWN ON DRAWINGS INDICATE MINIMUM REQUIREMENTS BASED ON CAPACITY OF FOUR SEASONS ASTM E 1 300 0 COMPONENTS, THE ACTUAL CONNECTIONS TO EXISTING OR NEW STRUCTURES SHALL BE DESIGNED BY OTHERS. ASCE 7 -98 C/] z p U C C. STRUCTURAL STEEL a) WALL GLASS CODE 74, R- VALUE; 4.0 C� F-- a I . ALL STRUCTURAL STEEL CONFORMS TO ASTM A36 OR A51 M A572 GRADE 50. b) XX" ROOF PANELS W/.024 ALUMINUM OUTER SKIN, .024 ALUMINUM INNER, SON W/1 BEAMS 4 I .5 PCF FOAM DENSITY O j O 4 XX" ROOF PANELS W/ 7/16" 05B OUTER SKIN 4 .024 ALUMINUM INNER SKIN W'H" BEAMS. ,. ` c) (XX) LITE COLUMNS CID oo 0 D. ALUMINUM , d) (X() UTILITY "h" COLUMNS (GABLE ENDS) d ° z a I . ALL STRUCTURAL ALUMINUM CONFORMS TO THE MINIMUM REQUIREMENTS OF 6005 -T5 FOR ALLOY AND TEMPER EXCEPT AS NOTED BELOW: SWI NG DOOR a F) (XX) ) GREAT ROOM 12 RIDGE BEAM 6063 -T6 J SLIDER DOOR z CORNER COLUMN.. ............. ..6063 -TG J. DEFLECTION CRITERIA v H- COLUMN . G. I 05-T5 ALL MEMBERS MEET OR EXCEED THE FOLLOWING 0 LU 2. ALL STRUCTURAL ALUMINUM WORK CONFORMS TO "PART I -A - SPECIFICATIONS FOR ALUMINUM STRUCTURES - MINIMUM DEFLECTION LIMITS: ALLOWABLE STRESS DESIGN" OR "PART 1-5 - SPECIFICATIONS FOR ALUMINUM STRUCTURES - BUILDING LOAD AND LL DL + LL RESISTANCE FACTOR DESIGN" OF THE ALUMINUM ASSOCIATION, INC. SEVENTH EDITION, EFFECTIVE JANUARY 2000. a. STRUCTURAL ALUMINUM: L/ 120 3. IN ALL INSTANCES WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, PROVIDE DIELECTRIC SEPERATION (BY OTHERS). b. PANELS. 20 c. GLASS U175 4. INTERIOR ROOF PANEL FACING IS ALUMINUM CONFORMING TO REQUIREMENTS FOR 3105 -11254 ALLOY AND TEMPER WITH A 0.024 THICKNESS. K. DESIGN LIVE LOADS 5. EXTERIOR ROOF PANEL FACING IS ALUMINUM CONFORMING TO REQUIREMENTS FOR 3105-11254 ALLOY AND TEMPER STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND FASTENER SCHEDULE FOR STRAIGHT SAVE WITH A 0.024 THICKNESS. mE FOLLOWING LIVE LOADS: TO EXISTING STRUCTURES $ FOUNDATIONS 6. ALUMINUM ROOF SKIN PANEL RECEIVES ONE COAT OF PRIMER AND ONE COAT OF PAINT. 7. ALL EXPOSED ALUMINIUM RECEIVES ONE COAT OF PAINT. COLOR TO IS COORDINATED WITH MODEL AVAILABILITY. I . IMPORTANCE FACTORS: WIND (Iw) - I .0 SNOW (Is) = I .0 COMPONENT FASTENER NO. /SPACING E. FASTENERS SEISMIC (le) = I .0 (MIN.) FASTENERS - - . I . ALL LAG BOLTS SHALL CONFORM TO ASTM A36. 2. ROOF LOAD: ( ) P5F 3/8" m BOLT w/ 2 (MIN.) @ EACH COLUMN 2. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8x BOLT DIAMETER INTO STRUCTURAL FRAMING (G =.45 MIN.) COLUMN)SILL I I/4" WASHER AND 1 O.C. (MAX.) 3. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WITH SLOT HOLES HAVING A DIAMETER NOT GREATER 3. WIND LOAD: ( ) MPH , WIND EXPOSURE: ( ) l!_1 Z THAN 70 PERCENT OF THE THREAD DIAMETER OF THE DOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE INSERTED WALL COLUMN 3/8" 0 2 IN TOP 6" (3" APART) IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER. 4. UBC'97: 30" D.0 (MAX.) VERTICALLY Q (� 4. ALL EXPANSION ANCHORS SHALL BE DESIGNED (BY OTHERS) IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S REQUIREMENTS SEISMIC ZONE: 2 @ EACH SIDE OF PANEL = AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER. BASIC STRUCTURAL SYSTEM: BUILDING FRAME SYSTEM - LIGHT FRAMED WALLS RIDGE 3/5"0 AND 2 @ 1 6" O.C. (MAX.) (s) W 5. ALL FASTENERS CONNECTING ALUMIMUM COMPONENTS ART STAINLESS STEEL TYPE 300 18 -8 UNLESS OTHERWISE NOTED vv/SHEAR. PANELS (OTHER MATERIAL) (0 PER LENGTH OF PANEL MIN ) ON PLANS. RESPONSE MODIFICATION FACTOR R = 5 NOTE: ALL FASTENERS SHALL SE STAINLESS STEEL, -did - SEISMIC FORCE AMPLIFICATION FACTOR = 2.5 UNLESS OTHERWISE NOTED. Z 11 F. GLASS BUILDING HEIGHT LIMIT, FEET 11 = 65' I . GLASS UNITS CONSISTS OF TWO PANES OF 1/8" THICK TEMPERED GLASS WITH A 5/8" STAINLESS STEEL SPACER BETWEEN 5. 2000 IBC OR 200315C, PANES. CONFORMS TO ASTM E 300. SEISMIC SPECTRAL RESPONSE COEFFICIENT (Ss) _ O 2. GLASS LL.1 BASIC STRUCTURAL SYSTEM: BUILDING FRAME SYSTEM - LIGHT FRAMED WALLS I-- 3. ALL MC- 16 CLEAR ARGON ROOF GLASS HAS THE FOLLOWING MINIMUM PROPERTIES: w/ SHEAR PANELS (OTHER MATERIAL) N VISIBILITY TRANSMITTANCE = 10% RESPONSE MODIFICATION FACTOR R = 2.5 (� SOLAR TRANSMITTANCE = 10% SEISMIC FORCE AMPLIFICATION FACTOR = 2.5 (r) C. ULTRAVIOLET TRANSMITANCE = 7% DEFLECTION AMPLIFICATION FACTOR Cd = 2.5 W Q VISIBLE OUTSIDE REFLECTIVITY = I I % BUILDING HEIGHT LIMIT, FEET H = 65' CZ DZ VISIBLE INSIDE REFLECTIVITY = 25% W H- SHADING COEFFICIENT = . 18 6. LATERAL DESIGN CONTROLLED BY WIND. (I) SOLAR HEAT GAIN COEFFICIENT = .15 L. COORDINATION RELATIVE HEAT GAIN = 39 BTU'S! HR I . F.S.S.P. 15 NOT RESPONSIBLE FOR VERIFYING 4 COORDINATING ASHRAE WINTER U VALUE = .25 THE INFORMATIONBETWEENTHESE DRAWINGS 4 ANY OTHER DRAWINGS USED IN CONJUCTION f N ASHRAE WINTER R VALUE = 4 0 WITH THESE DRAWINGS. DRAWN BY: TW 4. ALL MC -50 CLEAR ARGON WALL GLASS HAS THE FOLLOWING MINIMUM PROPERTIES: VISIBILITY TRANSMITTANCE = 56% M. ABBREVIATIONS SOLAR TRANSMITTANCE = 29% THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON REVIEWED BY: AS ULTRAVIOLET TRANSMITANCE = 13% THESE DRAWINGS. BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED VISIBLE OUTSIDE REFLECTIVITY = 10% DATE: 4/13/04 I . TYP. - TYPICAL VISIBLE INSIDE REFLECTIVITY = 17% 2. SIM. - SIMILAR. SHADING COEFFICIENT = .38 3. UON - UNLESS OTHERWISE NOTED REVISION DATE SOLAR HEAT GAIN COEFFICIENT = .33 4. CONT. - CONTINUOUS A 09 RELATIVE HEAT GAIN = 79 BTU'S! HR. 5. EPS - EXTRUDED POLYSTYRENE ASHRAE WINTER U VALUE = .25 6. OSB - ORIENTED STRAND BOARD S 12 - - ASHRAE WINTER R VALUE = 4.0 N. CONSTRUCTION SAFETY _ G. ROOF PANELS I . THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING CONSTRUCTION. I .SEE GENERAL NOTES PART D. "ALUMINUM" FOR PANEL SKIN INFORMATION. 2. THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING. SMOKING 4 GUYING OF FRAMING 2. PANEL CORE FOAM IS PREFORMED EXPANDED POLYSTYRENE BOARD (EPS). WITH A NOMINAL AGAINST WIND, CONSTRUCTION LOADS 4 OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE SUPPORT OF THE FRAMING. DENSITY OF EITHER I POUND PER CUBIC FOOT OR I .5 POUNDS PER CUBIC FOOT AND AS MANUFACTURED BY EITHER POLAR INDUSTRIES OR CARPENTER FOAM AND LISTED BY RADCO O. PATIO COVER RS DRAWING NAME: 1 UNDER LISTING NUMBERS 1 201 4 1 1 82. RESPECTIVELY. I I. WHEN USED A5 A PATIO COVER THE ROOM CONFORMS TO ALL APPLICABLE PROVISIONS OF EITHER: DOCUMENTS ARE VALID ONLY 230 5h N 57 cV -J 3. PANEL COMPONENTS ARE BONDED TOGETHER BY MORAD M -040 SERIES AS MANUFACTURED a. APPENDIX H OF THE 2000 IRC OR 2003 IRC, WHICHEVER 15 APPLICABLE. BY ROHM AND HASS AND /OR ASHLAND COMPANY. b. APPENDIX I OF THE 2000 IBC OR 2003 IBC, WHICHEVER 15 APPLICABLE. WITH AN ORIGINAL STAMP c. APPENDIX CHAPTER 31 OF THE 1997 UDC CODE. AND DATED SIGNATURE ` AGE I OF 8 i 1 L) '� o Y L/5 z U z 0 4 ", 5" OR 8" SCREWS WITH WASHERS O . '7 N LOCATE 24" O.C. FOR GABLE(S) ACROSS EAVE (G) RFQ'D a z @ APPROX. 8" O.C. r a G z O • • 4" (7M98 SEE ORDER FORM PATIOC2 FOR a 0 u. 5" (7M98 I) ROOF PANELS O WALLIOPANELS. (7M9 W a 8" (7M9,52) RIDGE \ \ ■.� < Z - #8 x /2" TEK SCREWS- 2" O.C. 3" (A'73RR) 0 2" TEK SCREWS (7' 150) H 4 I/4" (A'74RR) < on a d (7' 150) TYPICAL 12" O.C. ON '' BEAMS RIDGE . F APPLICABLE 7" (A 77RR) O 3" (A'73RPJ �� , � \Q 9 /2" TEK SCREWS (T 150) F F <--- > Z 4 I /4" (A'74RR) d 12 PER PANEL AT RIDGE 7" (A'77RR) � . b '� B P (6) TOP B (6) BOTTOM � O _ al GUTTER FASCIA /, • ,6\' 7 p STANDARD SLIDING- A OPTIONAL 3" (A'3GF5) T A �T t FASCIA WIND TY 4 1 /4" (A'4GFS) • \ \ � \ 3" ( (L TO R AS VIEWED 5 REVERSE SLIDING w 7" (A'7GF5 • / A WINDOW w A ��' 4 I/4" (A'74RF) FROM OUTSIDE 2 • � P ® 7" (A'77RF) SA \ \ (R TO L AS VIEV �/ z F e • 6 b \ LO NG ENOUGH TO 1 FROM OUTSIDE) r TA UNIVERSAL GUTTER . \ . t-� (A'K5G) \\� COVER ROOF PANEL 4 C • GUTTER \ \ O ELECTRIC EAVE • • • / ELECTRIC EAVE (A7' 144) ELECTRIC EAVE COVER (A7' 144) (A'5GT) ' $9* * , j SILL H - 1I I / (li4 (A' GLPSSORSOLID TYP. FRONT ELEVATION _ 1 it I II I + ++ 0 TRANSOM ` KICK PANEL ; �I / [ // SOLID OR (OPTIONAL FIXED GLASS) SILL , 111.Sis ' j I / -•-'-- TRAPEZOID PANEL ,- II H- CHANNEL (A'7CS) . �/� h A'7 f I) NOTE: LLl i j OPTIONAL GLASS TRAPS ��/ �� FILL PANEL ' 6 CH LY) R.. FILL PANEL � % II / 1.I FIL /I 2 L PA IN ON FRONT WALL QUIRE Q 2' -6 2TRANSOM -FIXED "' AND RAISES EAVE 1EIGHT L A CS ��. . L' 1 , i� ,,,,,„ 0 ' SLIDER I W SILL -t+ LI ,, II 4' x 12" TRANSOM �� 1 Z W � I t Q . A A� , l; SILL U) Ill 4' SLIDER WINDOW � �/' (A'7C5) j 41 � � ' ELECTRIC -1l COVER �I 4' x 22' KICK PANEL (A'SGT) CIS W 11-CHANNEL DEEP ELEC.-II W if (A7' I I I) (A7' 145) -- F OPTIONAL 2' -6" x I 2" TRANSOM 5' x 12" TRANSOM DUAL SLIDING WINDOW (AS VIEWED FROM OUTSIDE) 2' -0' FIXED 4 5' SLIDER WINDOW DRAWN BY: TW 2'-c>" x 22" FIXED 5' x 22" KICK PANEL REVIEWED 6Y: AS atS IN__ (DOWNSFOUTFARTS H- CHANNEL FILPANEL 90° CORNER ) A7' I I I (A'7C9 ) DATE: 4/ 1 3104 REVISION DATE A 09 -01 -05 LEGEND: NOTE( / B 12 -08 -06 * INDICATES EXTRUSION COMES IN BRONZE OR TYP. GABLE ELEVATION F = FIXED GLASS AREA WHITE. SUBSTITUTE THE "' WITH "B" FOR /xGSORSOLID ED - BRONZE OR "W" FOR WHITE. ® = 3" EPS PANEL KICK PANEL DRAWING NAME: DOCUMENTS ARE VALID ONLY 230 5h 51R EV -02 WITh AN ORIGINAL STAMP AND DATED SIGNATURE PAGE 2 OF 8 J ` .1 U a o 0 z / / /// / 4111\ H A ... - - - - — - - iiilp o _ 1 OUTSIDE FACE PG s - WALL COLUMN WALL EXISTING WALL '�" { ¢ O (SEE NOTE 4, TYP COLUMN (@ STRUCTURAL CY 0 >.. o N @ WALL COLUMN) FRAMING) -< z 7 F- 0 c., x" E- z A\ ♦ E F ° L CA Lil G G TYP. TYP. _ 0 o TYP. TYP. ¢ CW w E3 fail c4 z I' o J 't UTILITY 'H' UTILITY 'H' COLUMN m N COLUMN D . , - Ill + w G ' w • z E O < w TYP. _ w In • w I I O o - 0 . - btiN\ A FLOOR PLAN - - - TYP. 3 NOTE: SCALE =3/8 ' = I' -O" Q Z I . DIM. TO OUTSIDE FACE OF WALL. v 2. COLUMN SPACING VARIES DEPENDING UPON STANDARD 'H' I WINDOW 4 DOOR SIZES 4 CONFIGURATION. Z LLJ COLUMN G' -3%4" MAX. ON CENTER SPACING. LLi N (SEE NOTE 3, TYP) 3. ACTUAL H- CHANNEL 15 SLIGHTLY LESS Z ILJ L I THAN 13/4 ";USING 13/4" IN CALCULATIONS OF LLJ 0 WALL DIMENSIONS HELPS TO ACCOUNT FOR w D Q z MANUFACTURING TOLERANCES IN WINDOW w CORNER AND DOOR DIMENSIONS. c j O w CORNER I 4. IF H- CHANNEL IS OMITTED EXPOSED WIDTH OF CO H D — COLUMN COLUMN CLOSED SILL IS 13/8" (This WILL NOT ALLOW (SEE NOTE 5) FOR AN OUT OF PLUMB HOUSE WALL). W 5. MINIMUM FILL WIDTH I I/8" (H-CHANNEL BUTTING - - - !Q TO CORNER OR WINDOW /DOOR DIRECTLY INTO W — �- ' C CORNER). U - ) _ G 6. MINIMUM FOUNDATION PROJECTION REQ'D TO ACHIEVE DESIRED ANCHOR DOLT CAPACITY (FOR Q I TYP. CONCRETE FOUNDATION ONLY). z O DRAWN BY: JP w w N N SEE NOTE 2 • SEE NOTE 2 • SEE NOTE 2 REVIEWED BY: AS v I m - SEE NOTE I VARIES SEE NOTE I DATE: 4/13/04 1 3/4" SEE NOTE 6 , — 1 1 3/4" SEE NOTE 6 REVISION DATE OUTSIDE FACE WALL A 09 -01 -05 DIMENSION + 3 1/2" S 12 -08 -06 0 0 0 CID DRAWING NAME: DOCUMENTS ARE VALID ONLY 230 5 5TH LV -03 WITh AN ORIGINAL STAMP . AND DATED SIGNATURE PAGE 3 OF 8 _..., ■ J 12'-0" p A Pn P 9 m " I � — i, II' P P �l s ® tJ o 47 z V ° - i. l i . b i • 9 A d co VI 7N ° 711I A i 13 5 /d" 1 314" 4" 0 3/4" 3 1/2" 59 1/2" 59 1/2" 1 3/8" Project No Rev,sun a R evision Dale' Recision 8y File Nome F o u r S e a s o n s S o l a r Pr o d u c t s L L C Untitled Nn May Awning & Patio Co. Account # 49150 [)ate Sheet Menbe,: 5220 n-E Columbia Purchase Order # Customer Name Portland, Or 97218 Customer Address Drawn 6y 503- 282 -0140 Bill Moore I I Customer Phone # Scale. Project Mame Notes note comes Isere 1 ,! 1 U o o H z U 0 0 • / < O Q -¢ • 1111 O ` x - tZ; ¢ o 0 /7 4/ // / / /r a c P _ _ w _ _ _ _ _ _ _ _ _ _ _ _ w� O cn A CONTINUOUS OUTSIDE FACE ¢ O 1 WALL COLUMN RIDGE EXISTING WALL L4 m w Q ^ FRAMING) STRUCTURAL O j o H ` o z Ah. VD 0 Q D D WALL COLU < I w W w v 7A UTILITY ' h ' I z in \ E F SEE TYP. TYP. COLUMN I NOTE 2 C B - - - - I - 1 1 G G o o a E3 SIM, TYP SIM, TYP - w b w U 191 40 . TILITY'11' Q °� I °` ' °Z ' I Q A ROOF FRAMING PLAN SCALE =3i8 I ' -0" m COLUMN Q Q Q Q D 4 NOTE: DIM. TO OUTSIDE FACE OF WALL. * 441. • O w A w w w F 2. WALL SECTIONS VARY DEPENDING UPON MODEL w w H 8 * z CONFIGURATION. SIM, TYP 3. COLUMN SPACING VARIES DEPENDING UPON Q nn 0 Q Q Q Q u WINDOW 6 DOOR SIZES It CONFIGURATION. CD I m I m I m I G' -3 1 /4" MAX. ON CENTER SPACING. = z _ = 4. 1ATC11 DENOTES ROOF PANELS, LU Z COORDINATE WI h -BEAM AS REQ'D. Q 0 4111 5. FOR NOTES NOT 5f10WN SEE PAGE 3 = - - 1 1 I 1 "FLOOR PLAN ". (� W SIM, TYP G. ROOF OVERHANG VARIES I 2" MAX. IL; - 4 L CUT PANEL _ 4' O.C. STANDARD '11 CUT PANEL Z W t AS REQ'D - ` I I TYP, UON —�I COLUMN TYP. I AS REQ'D - w D STANDARD '11' I- (n Q m COLUMN (TYP) 4 U O W w CO H 0 I < �� I I N L w LN 0 LLI CORNER COLUMN (TYP) \ It n STANDARD v— SEE NOTE 4 <110 _ (r) I I COLUMN TYP. \ I I C W \ .. . D '.- ' - - - - C - I - - I - - - - i / 1 _ G DRAWN l: JP SIM, TYP REVIEWED BY: AS H 0 Lu CONT. UTILITY EAVE DATE: 4/13/04 uu_i Z 12" MAX (SEE NOTE 6) I 2" MAX (SEE NOTE 6) REVISION DATE N w r - . SEE NOTE 3 SEE NOTE 3 - SEE NOTE 3 -...-1,-..—.- E A 09 -0I E `n SEE NOTE I SEE NOTE I - VARIES f B 12 -08 -06 2 . N 4 DRAWING NAME: DOCUMENTS ARE VALID ONLY 230 5h 51K EV-O4 WITI1 AN ORIGINAL STAMP AND DATED SIGNATURE PAGE 4 OF 8 \„ , ` / a CC rnfl n Jz_ P _ Cb f D � rnCrnNC _o- D O S C D O x 60zrn _ 923/8 r - • 1 z O UNDERSIDE OF SAVE rn n • n z T O �ODs > r rn 92 I/4" > JN 4 r z T rn n TOP OF TRANSOM _ N a m O zu� N 80 5/8" P,Er TOP OF WINDOWS AND DOORS < O - N z N N D 1 3/8" 2 I I/4" 58" EXPOSED 0 7/8" — --- , 7/1 G" c) D � z T I /8" OP, 71.3 ur C (..n O 3 ill U FILL PANEL T 1 r ,9 0 = r ° n ` 7 ? o Y a 1 -. 02tri 07 � ` � jj o , ' g l Al iil l ►/1. 1 .. D 1 .' \ . IL \ 1 L �� 1 70 22 5/8" REF 57" REF. I 1 I /8" REF. 3/8" REF. -- . 92" CUT HEIGHT OF VERTICAL EXTRUSIONS I 1 1 / 1 6" D p - REF r N F. 94 '' TOP OF SAVE ELEVATION F. rn �K= D CICCI - Drn n NC z z - TnRQor0� 70 z C) s n of z�z D , rn ''� L z z z G> O K o D rn r n n z 0, 021,, 80 15/ < ^ 7< �i o Cp r " O UNDERSIDE OF SAVE > v n co . 71 0_ 171 O z 80 5!8 TOP OF WINDOWS AND DOORS o 5 6.1 4110 z r , - 13/8" - 2 I I /4" 58" E XPOSED 7/1 6' Z (..5) O O F In D 00 �7 r- r L 1 � ___ _ d Z n z lP �... < 41:4 ..„, CP 4,,, . ., • ... 7u rn ■ , 4D A' ■ i — 0 r 3/8" REF. - 22 5/8" REF. 57" REF. -5/16" 80 9/1 G" CUT HEIGHT OF VERTICAL EXTRUSIONS I I! 16" f REF 0 82 5/8" n COK -iDN ➢3 - on m' � zz Ui@rn1�rn0� r- �(7P � mo n rn -�z� 923 /8" UNDERSIDE OF EAVE > ix • o z z- ppr - n - 0,G", 9 / "T OP O F TRANSOM � u rn N 7 O 80 5/8" REF TOP OF WINDOWS AND DOORS - ➢ LF n Z O 4 . D noz 10 I/8 1 1 1/5" 58" EXPOSED I 0 7)8-- 7/16" 1 1 3.rr FN Tv IV N z 71 i .„,..e.,k, ._,..7._.7-i, 1 1 i .__. o �' (,),. .! _ . UT D O r 1 \l I l ' w * V � rn I; '►1 t 1 /1( D 1 U ' 6> D 7 I �. 0 � rn �_ � 1 �� 1 1 1 1 .x .� _ .� _ E - Lam. lin CO „ 12 I /8" EXPOSED i' VI Z n 3/8" REF. -- REF 1 15/8" REF. 57" REF. — TRANSOM WITH FILLER Z 0 PANEL CUT HEIGHT IS 12 118" 52" CUT HEIGHT OF VERTICAL EXTRUSIONS I I I/ 16" - D z REF r p 94" TOP OF CAVE ELEVATION rn 0 CPK HDCn ➢K s A n rn DU7 Ls, c -I -.T.E O =c O rna 7v - cArnOOrnO� tll_ z OzNO�O 1 027 /8" UNDERSIDE OF SAVE r 3 (D o zo CQ z -a z z 1 02 3/4" TOP OE TRANSOM F' • n 7 - n - ± - 0, z m rn D o U 50 S /8" TOP OF WIND AND DOORS O _: r- o 00 - FM D 1 3/8" 2 I 1/4" 58" EXPOSED — 2 1 3/8" = 7/ 16" Im Z N z z d r n o , D ; , _r v liFF, I - I I I L = r ter - O D � 1 1 1 1 rn 0 '''' > K 01110 ( .2, , , :. . , ,„ - 4 1 1,1,_it I .11 73 Ln „ , t,, ➢ < G 4D \ — — 22 s /8" REF. m `I D ( -J1 r TO REPLACE GLASS D ° O R/B 22 3/4" EXPOSED 57" REF. — TRANSOM WITH FILLER O a PANEL, CUT HEIGHT IS 22 5/8 02 1/2" CUT HEIGHT OF VERTICAL EXTRUSIONS N I 1 REF 6 - lEn 104 1/2" TOP OF EAVE ELEVATION l o D rn SYSTEM TYPE: FOUR SEASONS SOLAR PRODUCTS, LLC. 1 $ '' * ,. . r„ _ 671 � G o W a' SERIES 230 SUN $ 511ADE rn O 7 v z Iv O L 5005 VETERANS MEMORIAL HIGHWAY c 2 o D STRAIGIIT SAVE DESIGN , / .. HOLBROOK, NEW YORK 11741 U O rn O O rn DESIGNERS 'AND MANUFACTURER OF FOUR SEASONS SUNROOMS �r u) 6 1 ;� U It ■-1 GO CA z . U < o I • 3 ° 22 1/4" ROUGtI OPENING O 0� • + - I /8" - - - I /b" C 22" GLASS WIDTH - - -��� • C f 05D SKYLIGHT ASSEMBLY I 2 O (BF2246M78) 1.7 : z STEP FLASHING TYPICAL BOTH 1 �1 � ' X 0 NOTE: 0 Z C SIDES 9Y OTHERS s. - f]G 8" ON CENTER. DO NOT N Q i . - THROUGH FLANGE. Th,E HEAD (J] ,y �, L'- i LEXEL(TM) SEALANT SUPPLIED . � 00_ I OP THE NAIL SHOULC CATCH 22" GLASS WIDTH I„• a Z • W G < BY OTHERS : DO 00J THE EDGE OF THE FLANGE. 22 3/4 ALUMINUM T r--- INSTALL TOP AND SIDES ONLY. 3/8" " P.OUGH 3/8 O ' `I:,�! O OPENING SKYLIGHT ASSEMBLY O ,, ROOF SHINGLES TYPICAL •fSS_!F - , _ .- Q v, BY OTHERS O❑ 0=13 . _ Hex I /2 TEK SCREWS M TAPE INSTALLED AT FACTORY ' cG AT FLANGE PERIMETER F e /A r / 4 "`��" I i I ', D K BEFORE F :J �OOQ �1 " �I�p�. AFT INSTALLATION CAUL ..:, � o _ . . • i p a—� o Tcl a l a� ' ° T \_ SILICONE — `'� O SEALANT ,_. a . ; 4 K m A 2 -IG5 T 0FIT. 45 7 7 U N T DEGREE AT CORNERS '�' .. _ _„ `HBx I /2" TEK SCREW (7' 150) TYPICAL CAULK CORNER JOINTS � BETWEEN TRIM H#8.. Il _' TEK SCREW (SEE DRAWING ABOVE) (7' 150) TYPICAL _ e SKYLIGHT DETAIL N OF TO sc SKYLIGHT TRIM ent fBR1 =AK F ROVIDED • roR 3" 4 OF 3 1 /2" ROOF P ANELS P ) W z e • SKYLIGHT DETAIL < 22" GLASS WIDTH NOT TO scntE ALUMINUM 3/8" 22 3/4" ROUGH OPENING 3/8" SKYLIGHT ASSEMBLY ( ) W / (7M991 M78) 55 WIDT 22" G w} Hbx I /2" TEK SCREWGLASS H ALUMINUM �� � � (T 150) (TYPICAU 318" 22 3/4" ROUGH OPENING 3 /&" SKYLIGHT ASSEMBLY z 1-1 1 �Ie�� �� �II 7P 9S M75) ! ' I , N :., FIELD CAULK BEFORE m -. Hbx 99I TEK SCREWS W (� Q r 00p i �- -� 1 � �00 AFTER INSTALLATION ��:��y'�' "�� � (7' 50) (TYPICAL) j W r� - 41 . uuu - �aa l - T �—. � � II'/I �I'�I to ��> �� FIELD CAULK BEFORE i co - �p0a �l� — �I��o01 AFTER INSTALLATION N L T h T / � — : I 1 � , I OE aaa W z ., W - j Q . o 0 o - c . .. .. .. .. ... ..: .: . I Y P DRAWN B . J I . .., ;.�..'::..:,.... - _ REVIEWED BY �.AS CAULK CORNER, JOINTS BETWEEN TRIM H8. ■ /2" TEK SCREW AT :41 4 TYPICAL D E 3 7 O CA L 'I S ..... . _ - _ . .. ......... SKYLIGHT - - TRIM REVISION DATE CAULK CORNER JOINTS A 09 -0 I -05 BETWEEN TRIM #8x1 /2` TEKSCREw e SKHT DETAIL sKnHr 7' 50) TYPICAL No„o YLIG s A� B 12 -08 -06 • I. T IG C 8 SKYLIGHT DETAIL Norm SCALE • DRAWING NAME: DOCUMENTS ARE VALID ONLY 2305 5 RN -08 WITH AN ORIGINAL STAMP • AND DATED SIGNATURE PAGE OF 8 I \ J - . '. fil7: rt - ' . 1 )I / 7 2 2007 il .4=c 4 , 13 9 0 7 13 y. i l n i - iai l i c - N 1 SL __ 1 -- (p : I .0 1 1 P--PD Approved plans shall be on job site - ,:_, \ S 7.7 i \i'V . c LA (Y ( CAP( I—n - _.i —.1 1 q-e) 2 s- -I. y. ..) \?.e.) ui :..,-.::,;-..,-'----:.,„ -s- L \ .; 2 ? I — S' \'' \ <' S- ..=2.. ,.:, H I ! , '•• ' ‘,-. i ' \--, ■0 = 0 P1-• -N' ‘- \ \ \\\'' '-- -, = -:. k - - - \ CITY OF TIGARD - SITE PLAN, RE‘ IEW2 t.) -0 d „ , . i _ , BUILD 8ia ING PERMIT - NO.: P;Z007- o 6a e:/53 c t ,,,, , I-- PLANNING DIVISION: eJ - Required Setbacks: 0 Approved 0 Not Approved N'N ' '' ‘:‘• 'Side: 4 Street Side: 4 '' , Front. j 0 Garage: _ 3 -, -. Vist al Clearance: 0 Aepstved 0 NoRteAapr:proved ( C) The City of l a T Ai N' N, Max initiffl Building Height. _.. feet iVI f d i be es . c . c=u--D c . cw S Service Prupvider Letter Required: 0 Yes EL No ,30A\s --,::„--,-. -,„;:,..:,- ..:,- ockz X1477 Received Ll A f • Tigard and its _i______ 1 N '',„'::'- ‘, ' '' - D‘rs'''' itd Date: 9(/ 3la 2 .2. -..,.. o' c-cl° i I N.Y.: .• :-- '`=-, ,' - ENG NEERIN DPAR employees r npl oy e e o s for s hall l r c not t a p b n 6vi 1 ' 12. Actual Slope _% Approved 0 Not Approved res ponsible -- 1 ' Plan: II, ". 'proved 0 Not Approved ..- which may appear herein. I I i -- B: 111 1. 1 " 'd ; Date: .- -- -- Notes: efoittve.--ele f a_i_, au-rs.e..44.4.4-e g,cue-frt_____. A A:poronvedrk „ 1 ......................... 0 c '... 0c ---- , CITY OF TIGARD 7 SIT PLAN REVIE ' , 9 ..._( ,-, 4," t_. - 3/NE,-1 - -■ -,-, c p oc\---■ 0 16 8 t c o, cx>c p o C-c. r" apiLoiNG PERMIT NO IMP P C F wo nditionally Approved ) I 41111.1%, .;Prove: A 2-1 o o t t App-pprovveded PERMIT NO See Letter to: Follow Attach • • " ( lid _ . f C - ( 4: Street Trees: 0 A Job Address: Protected Trees: : N Ei Approved 0 N A II I B ; v S l t e plan Notes: - : Date: ' ro OFFICE COPY 1■__ -,- ,IF al7= irgnUCOV EU , , I , SEP 12 /ow 11 WV OF rIGAFID BUILDINGDIVISION! 1 6 ?i_ 1 . 1 (p i . 1 , . 1 ..,..._ , i f • i 1 I 1 g I . A . I ' ) . •k \ INe > \5 1.--- I 77 3 i\IJ. 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'' • . ' '7' ,. " - '. 1 7r, : • :•-,, ; .,,,. g .. , k L .•; • .= - 1 ' 2 til. r .-4- 4 1 ': , ■ '.. ,e'' . t" ' i ' ' `s‘, 7- 11 , k•'' ,-". . • „ , ;', , 't Il ill • - ,,,. . ' .14`.' '-' . "'•-•• . ,-.• -,• .44.',' 4li '' , , , • . , , -' .., - XIII ,.• . w.04.,' , ' ,.... '' -', "'''''3/4., ,J.: '. w , •• 0 CY:k c 5 ALLSTRUCTURE Engineering LLC RECEEtIED 7140 SW Fir Loop, Ste. 231 • Tigard, OR 97223 2007 v: 503.620.4314 • f: 503.620.4304 www.ailstructure.com C1TV OF TI G UILDINGDIV /SION STRUCTURAL DOCUMENTS Project: Allstructure # 07338.00 Cassinelli Patio Renovation 15477 SW-Summerfield Lane. Portland, OR September 6, 2007 TABLE OF CONTENTS: Sheet No. STRUCTURAL CALCULATIONS 1 -13 CONTRACTOR SUPPT ,TFJ MATT. 14 - 20 NOTES: Allstructure Engineering LLC was retained in a limited capacity for this project and is responsible only for the items described in these documents. stO PR©P ,.._ . ■;r .i fe e EXPIRES: /� . a + ti Design Criteria 1. Address/Location 15477 SW Suinmerf eld Lane Tigard, OR 97224 2. Description Provide structural documents for an exposed patio converstion to an enclosed Four Season Sunroom. The existing patio cover will be replaced with an insulated roof and the existing concrete slab will be cut as required for the footings. The walls shall be a 230 F/S Wall System. The existing 4x4 wood column (located at the corner of the house) will be removed and replaced with an electrical utility H- Channel, w/ a 2x3 Aluminum Post. All analysis based on owner supplied documents, attached to these calculations. 3. Design Criteria: Roof Snow Load: 25 psf • Roof Live Load: 16 psf Wind: 94.5 mph, Exposure B Building is not on the upper half of an isolated hill or escarpment Seismic: Sds = 0.694 Design Category: Dl Site Class: D R = 3.0 (Steel Framed Not Specifically Detailed) 4. Foundation: �. � ulx,iuu�.0i,: Allowable soil bearing pressure has been assumed to be 1,500 psf in accordance with the International Building Code. Footings shall be constructed on undisturbed native soil. 5. Concrete: f c = 2,500 psi (28 day strength) ASt ALLSTRUCTURE BY 1 DATE1( (O'1 Engineering L L C CHK BY DATE 7140 SW Fir Loop, Suite 231 JOB NO 01 3 Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 SHEET ( OF ? Conterminous 48 States • 2003 NEHRP Seismic Design Provisions Tip rode = 97224 r Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 , Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) (g) 0.2 0.918 Ss, Site Class B 1.0 0.333 S1, Site Class B Period Maximum Sa (Jec) (g) 0.2 0.944 Ss, Site Class B 1.0 0.338 S1, Site Class B Period Minimum Sa (sec) (g) 0.2 0.895 Ss, Site Class B 1.0 0.330 Si Site Class B • Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 97224 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 E.° aass u - Fa - 1. 1.33 ,Fv = i.!JJ Period Sa (sec) (g) 0.2 1.040 SMs, Site Class D 1.0 0.578 SM1, Site Class D Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 97224 SDs = 2/3 x SMs and SD1 = 2 /3xSM1 <<. D\ ALLSTRUCTURE BY DATE E n g i n e e r i n g L L C CHK BY DATE 7140 SW Fir Loop, Suite 231 JOB NO Tigard, Oregon 97223 SHEET v: 503.620.4314 • f: 503.620.4304 OF , 2. .1 E 4 LH.) - Lt, 2_ r: - 4 -4 Y—P , urV6ack.— -; r 2_ f.j? L.A 9.-- `%'"• o 4 IrrAj q.d C,9 7_7 1 - r P^p A e . + Z. A ZIP 7 2_ kJ,SC V .0' .4- • / 1 G ./ 5 L-4 --tt7) V y._) --t71 I -,- — . - BY DATE Engineering LLC CH( BY DATE 7140 SW Fir Loop, Suite 231 JOB NO Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 SHEET OF . r e - A - V r i k e 14.,NF-.L J L Y4,:.,t LA = 75 f De5C.:) 7 7 2 Pe e_ 1 AJAL,_ esp- . C.-t•-k-tx„,t-1 NL:L1K, Po -1.-;17 — , • c 1/4_4 — — -J r ( 11( p V A I t-t 7 - 4141 A t' • 1 1 -•- d. , ' p A _ 4._ , Lep ALLSTRUCTURE BY DATE Lit Engineering LLC CHK BY DATE 7140 SW Fir Loop, Suite 231 10B NO Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 SHEET I- 4 OF 'P L s - - • C C 4- " ) 5 (-7 5) I cf3c.,57n.\-/e. ALLSTRUCTURE BY DATE " Engineering LLC CHK BY DATE 7140 SW Fir Loop, Suite 231 JOB NO Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 SHEET OF 7 1 1: ' •P If • • Li r-. O vi Z O Z H S TABLE A V m s TABLE B ALLOWABLE ROOM HORIZONTAL PRESSURE ° _ w/ 82" SAVE HEIGHT ALLOWABLE ROOM HORIZONTAL L PRESSURE 0 o g 2 —' • CATHEDRAL w/ 96 EAVE HEIGHT Q o CATHEDRAL L MODELS' 500002/11 M00(15 a 6 NN P.OJECTIDN WEAN LATERAL 11UPJZULIIAL lu 7UIITAL - CATHEDRAL 1,100E15. BIP.AIG11T MOpELS .-1 Z COIINECIR]/I ° P.OJFLII0/ Vt4pill IP.TEF'AL P.ODM GlAZ111G T1L�R1?'UIJi AL ZI IFiI ,, I IOPD IP:q FORCE (LB.) (fil (FT) LOAD ,'' CONVECTION BAP .O C LATERAL , CONNEG110N PP.OJEC1101 W IDTH LATERAL "° U L PP,OJECi IOI V40IN IA ERA O A GLAZING HORIZONTAL FORCE (LB 1 MODEL SPACING IPSII FORCE B 1 IFTI IFII BAp ( II CONVECTION COIIIIECTIOI RODM BAR O. C. LATERAL COIlEC(R)N O p I I 12 IS F� 1 6 FS FORCE Re.l (fT) um LOAD IPSII mom LOAD Fp tyyi j t! F , 5M-6011 2' -0 5/8' At FORCE IIB 1 SPACING I FORCE IIP.1 [/] 12 (3 1 } 6 :e% i 3.05 /B' So t 150 M� / ti, 5M 6011 36 149 S F "- 13 14 (9 1 2 530 t' r 3'.0 5/8• 43 I" 5'M -70/1 2'-6 5/8• ss E/] $ G n 1$ 15 15 18 21 10 42 i 1 76 =MI lb 1 9 5M�7 p 2 6518' 11 ' - x 3So 3.0 5/0• t 175 4 n 6 - 16 22 1 I 5M -90H 2';6 5/9' 22 12 ®® so 21 • 3' O 5 /8 ' _' z P4 6 19 IB 23 11 _ 299 �® 22 10 SMDpN T -6 5/e' 22 _ _ 3 O 5 /B' 31 239 21 20 16 .� 1 1 — 1113111111111 23 I O �..• ` 30 5/0' 27 0 L }'y 1313_ 2 6 5/8 . ° x 22 20 7.0 3. 3-0 5/0• (z[) « 2 64 m® 16 1 i SAL IDO y 2_ _ w f 19 6 518' Ly 23 21 20 2I J l '_ 590 5t - _ 19 — 3 -O 510 23 ' 2 _ �� 23 FF � } 1 4. 11ON 2.0513' zo 20 ) . [ r /:'� E; 22 i „ �'� — z 2 29 EWE d ,} ' ` su HIT 2.6 S /5• L 1 ] 1 293 0 3'O 5 /B' 7 - 1 10 - -- i .. 2221 2 / 3' -0 9/0' 21 • in 23 O 5m -12011 26 a 17J P F S /Vy �` 1.1 10 jtM 7.� 3 O 5 / w� 0 023 t_ 23 F 5Ar Ixon I F i� - t 4 10 I9 g fY' k 6 - R; B" r � r k. 2' -6 5 /B' I S 111V.AAf 1'i 11 21 2 ' 1 —___ — _ -_. ® 10 1 9 K } II I 3'.p 5 /8' 19 1 327 12 24 /1 `M -13OIt 2 6 5 /B' I ! + \ .1 14 11 22 4 _ —_ .349 I0 21 o..i jf {: s+4 rson 2' -6 910' 14 y, IV, 3' 0 510' io 14 I O 24 '.,4 , ,�" 3 « 341 1.r 13 23 u11E�..F' __ .410 22 {� _ � G' � ' ' - SID' 17 _ 51.1 - SUIT 2 65/8' r! 2L Iq - -' -- x 409 =EMI 23 Il , , 5M:swt 2' -65/0' 12 CL CURVI D MOOfLS 3' -0 5 /D" :> -- P ! 395 u9 --Ti---- 21 3 Q i.UL:YEO MODtiS 3' O 5 /G• 22 ROOM GIAZIIIG DflR ' , ' ,..,7'„ L , C0VI1EC/IL:IJ -- 'A u FORCE (LB 1 22 I3 Room IAIERAL COIIIIECIION e MODEL I C SPALII IG IPSII 13 MO 0[L BAP. O C LOAD FORCE 2 f i 4 W' -L I I �N i j ' I 4 f� CSU - 301 2' 0 5 /8' 07 23 0 SPACING / ' IPSII IIB.I Z 3 11 I{ (TIP S 77 IJV1E5: I I .N CSU ON 2' - 5 /D' 74 3 0 5 /D" I Oq 78 V Ul l 13 :I EAVE of IGIIF: 0 2' t L TA1 NOTES: f f C5U - 5D11 2 - 65/5 ' 39 21 I OF BAYS 01/ 51RAIGHT EAVE 4 13 7: (. •` 0 I5 10 3%0 5 /e' -- 46 0 174 CURVED EAVE MODELS 6 (MIN 1 :1,,, :, CSU5D11 2' - 9 /D' 33 co 5LOFE: CURVED: 0 5 011 12 WAX) I S .. /./:" . :'!" , 4 k. ® gg = I]4 I OF BAYS ON ST I l EAVE 1100117 1/ 96' N 2) P.AIGIIT EAVE 1 .: 16 I V I/O ' CSU - 80/1 2 ' -6 5/8" 29 41 SLOPE: STRAIGHT 2 ON 12 IMAX,1 CUR1 ED EAVE MDOCl9: 61MIN.) (1) 16 16 ,f « 440 31 SLOPE: CURVED: 0.5 ON 12 (M/. 1 W _ 51 SLOPE: CATHEDRAL. UP TO 4.0 ON 12 IMAX) CSU -Dpn 25 19 I I 3'.O 5 /B" 35 - 61 LATERAL LOADS AIJD CONVECTION FORCE z 225 41 SLOPE: STP.AIG117 2 ON 12 (MAX.) B/ ,..0 ' 225 BASED 011 A11 Ai LOwABLE GLASS ROOF 3' -O 5 /5' 30 5) SLOPE: LAl11EDPJ.L: UP TO 4.0 Otl 12 (MAX,) IlJ 2 /_ _ 12 C511.1001 2' -6 5/0' 22 DIAPHRAGM 511CAR LIMIT OF 55 PCP. 61 LATERAL LOAM AND CONNECTION FORCE Lj) ! 294 711D 0EIERMIIIE IF 111110 011 SEISMIC CONTROLS GSU -IODIC 2' -G 510' 19 BASED ON All ALLOWABLE 01855 ROOF 22 12 3.0 5 /6" 21 LATERAL OESIGI I, LDDRMIJAIE WITI I TALBE A ® 8 -O 510' 22 296 DIAPHRAGM SNEAK LIMIT OF 55 PLR ' 71 TO pETEP.MVIE IF WINO OR SEISMIC COIIIP.OLS 3 0 5/B 23 12 C5l 130 2 6 5/D 1 ] 51 11019 2 011TAL C ON 511EPT 0 MD TABLES A 1 B 011 SHEET BC LATERAL DESIGN, COORDINATE WITI1 TMBE A 1 p CONVECTION FORCE PROVIDED ®M1 COO 13011 2' -6 5 /B' 15 011 51 IEEE 8 CO/ TABLES A L B ON 511EET 8C. DRAWI! BV: Jr 1 I Tr-j. f'! 21 362 IS FORCE At PLIED LATERAL AT EAVE TO I I c >'S 3 0 518 18 361 d) NORI ?F111TA1 CO)INECIIOII FORCE PROVIDED • 4 EX1511N6 S TRUCTURE 12 1 j y"; x' , j t , a f t, r t;; S = � f t A c y f B 1 2 gr4 f ,l," ti 8 5OP.C 1 eTFfEAL AT EAVE t0 REVIEWED BY: AS In 13 I ?li+r 44 '' j Y i *" t � f � e� , 13 '` '31 lA L. E i t l .4. f , T Al . -,±3::'; 1 i x-. ' t 1 / ) . - 1:1 . ?- L t . :'.;.t-P. DATE: 3/1/04 REVISION DATE C DRAWING NAME: • ■ EPA -5832P -- - - -- - - S /IEETBA 0238 —_ J L / • Ktorti Aor-oice's Preodo-sur.roov. mrowfor.turer lgri-FOUIISEASONSJ WEATHER LOCK II ROOF PANELS 12111 .. . bor ENGINEERING AND STRUCTURAL LOA:DENG INFORMATION :- har n n DITK•Itaill LC Cumr,...v - EFFECTIVE 2-D4 LD LIVE LOAD OR WIND UPLIFT LOAD (PSF) VS SPAN AND OVERHANG ROOF 3.' PANEL SNAP LOP: DETAIL r PANEL N.BEAM DEAL 4 yr PANEL SNAPLOCK DETAIL 4 VC PANEL H.BEAM DETAI SPAN 1 FT 0.H. 2 FT 0.H. I 3 FT 0.H. 1 FT O.H. 2 FT 0.H. 3 FT 0.H. 1 FT 0.H. 2 FT 0.1-1. 3 FT 0.H. 1 FT 0.H. 2 FT O.H. I 3 FT 0.H. 5-FT 871126 63192 ( 48170 1241177 1261181 1301185 1261182 921132 701100 1771258 18112M 1861270 6 FT 65193 58184 46165 841120 851122 871125 941135 841121 65195 1 1201175 1221178 1251181 7 FT 47167 47168 43162 61187 61 188 62189 63198 68 1 99 62193 87 1 126 88 1 128 89 1 130 8 FT 35150 35151 36152 46165 46166 47167 51174 51175 52176 65195 66195 67198 9 FT 27140 28140 j 28140 35151 35151 35152 40158 40 155 40159 51175 52175 52176 10FT 22132 22132 I 22132 30141 30141 30141 32145 32147 32147 41160 41 160 42161 11 FT 18126 18126 I 18126 23133 I 23134 23134 26 3 1 38 25138 33150 34 150 34 150 12 FT 15 121 15121 I 15122 20128 20128 19128 132 22132 22132 28141 - 26141 28141 13FT 12118 12118 J 13118 15123 16123 16 124 - 18'- I 18 127 18127 23134 23134 • 24135 14 FT 11 1 15 11 1 15 I 11 1 15 I 14 120 14 120 14 123 16123 16123 16123 20129 20129 20129 15 FT 9113 91 13 9 1 13 121 18 12 1 17 121 17 13120 13 120 13120 17125 17125 I 17125 16 FT 8111 81 11 6112 10115 1 10115 10115 12117 12-117 12117 15122 15122 . 15122 17 FT 7110 7 1 10 71 10 9113 I 9113 91 13 10 1 15 10 1 15 10115 13120 13120 . 13120 18 FT 618 619 . 619 I 8111 I 8111 81 11 91 13 9113 9113 11 1 17 121 17 121 17 . 1SFT . 517 517 I 517 719 I 719 719 8112 8112 8 1 12 101 15 101 15 10115 20 FT NAl NA N41NA 1 NA 1 NA 617 I 617 5 8 I 7110 I 7110 7110 I 9113 I 9114 I 9114 21 FT NA 1144 INIA1 NA I NA1 NA NA % NA I 14411114 NA1NA 619 I 619 619 • 8 1 12 I 8112 I 81 12 22 FT NA\ NA . NA1NA I NA1NA • NA1NA NA1NA NA1 NA 618 618 6 18 7111' 7111 7111 23FT NA1NA NA1NA 1 NAINA NA1N4 NAINA NA1NA 518 518 518. ._...7110....1 . 7110 . .7110 .... -.. . • - . . • . . . . . .. . • - ' LOADING WITH FOAM SHOWN ( ILB 1 1.5L9). , • . - . - --- - , . • s.0AN I I oveR • 1111111111111111111111 7 " -- : 7 7 . L.-h . 6 , ". :, :".; I , - — - , , • .- , ..- ' •-..- . . _ 11 ROOF PANEL - RONT ' ' • ' .' ' \ ! ' ' .' ' . I ' ,- EXISTING HOM - .. " - 1 .' • - 11 SNAP-LOCK DETAIL H-BEAM DETAIL SPAN / OVER HANG PANELS 46 1180.C. PANELS 49 7180C ..,..., -- .—. 7.*. - $:".;.-$ 1 3..r., . .42 ',v4:-- Fag Z.A 4t& .-,Z'''''''-' 4 „.,,,,,,,:,. :14 I , .....:: ,, : trumagit 7: : f - m,I5E,21„ 4 t ..iii: . ... ff t, J i ler :::-......... • , - . :.....,,L ., - .,..47,----,..L.1' "." \. N'.....t. -‘...'t..7.,..t..-"' '' - "■,„," t 0.-",-:22 •''... -4 's "•-,.....:,— - ALASAMA ARIZONA ARKANSAS CALIFORNIA COLORADO CONNECTICUT DELAWARE FLORIDA GEORGIA D& ILLINVS .- -4 1 ‘ , *,. cs,g , . . 7 r f c....:,, . a , ,...,...... t ,f,,.. 1,-,/7:-..,....„,. ..:•,...„.;:z=7,..z,r... • -----, 1.., .t . t?'' - i • ''' ..- ' .. .; ...:-.M,.. "" rnr,S=V "...' ..' iss ..''' ' - 7 s '. • --"' : - '.......:-... r‘r, i •-r-ty ..,,,... , - \:, t... , \•;:.,,,,,‘,.;.,,_.- - --•*" _ ,,,,,, • ‘;........ \ ,;.'• N•onmot' ...... IOWA KANSAS NEE.TLIOLT LOUISIANA biddie. MAFRLANT ... MICHICAL.: MINNS'S:A.:, mISMSSIF■At MISSOURI , • . ,. ,... \ N . .L.4r _ .er '.'". ' • ,k;.- ''/- ''.--... ''''') • .: "^ ' ' ' ) ' "..s, ,. W.: * - . \ ' '... .71 4....,z,":1" •, . , 4.7 ., 7c _ ,...." l„,......:,74,,,.. -`°=:::: t•k- \',. . teolki±no, m_se..p.ks-,g14, flEvAnA NEIN NAMPSHIRE NEW JERSEY NEW 1■4:. NEW ' YORK NORTH CkROLJNA KORTH GAIZOTA OHIO OKLAI-10MA ILL.Pkit , ,,■.." ,........ . I ....' = t t : ..:".'..— ' 4' 1 #' 41 ----- „ 1 ' ,--...- NOTES: cm: r ......tsz..... i "I ..- -• ;..'1'.' 1 y ROOF FA*EL CONSTRUCTION:Mc: ALUMINUMALLOY DHIS HAS4 E.ACH SID. OF 4 1, s .-••• . , I ..r '*-41., 1..,.....„...„ , 144 ,,,..k.„ i,,,,z.4...iti .,-.....-, \.„...... i t.... PANa. CORE IS 1.0 OR 1.5 LS DENSITY EPS (EXPANDED POLYSTYRENE) FOAM 2} GLUE: STRUCTURAL ADHESIVE MORAD WEI°. OREGON PENNSYLVANIA PUERTO RICO RHODE ISLAND SOUTH CAROLINA SOUTH DAKOTA 3 ; t 4 f A A va-zr -3RS MUST BE et .1 641;4 ,, ' VI `'"! i t - 1 4) ALUMINUM ALLOY FOR GLAZING BARS IS 6053.TE 5) D.-AD LOAD OF ROOF MUST BE SUBTRACTED FROM LOADS SHOWN IN CHART ABOVE. 6) DEAD LOAD OF RooF sysre.w, RANGES FROM 0.9 TO 1.5 PSF. .... E r ..: ,....,:,.,.,,' 1 :-. IL T i f • ...1740. : t i i ) t ,u,:....„....„7...;,,e,,, /.,,,c 7) ALL UNITE SHOWN ON THIS PAGE ARE AC=DISLE FOR CONSTRUCTION IN ' .,,,l'e .1:. SEISMIC ZONE 4. ',............• 0) DEFLECTION LIIIAITS ARE LIZO. TE.NNESSEE TEXAS UTAH 1S.RMONT VIRGIMIA viwc,70N S)THIS SUMMARY PrAINS TO THE STRLICTURALU:TEGRITY OF OUR UNIT OF TO ,,..." • SLIT NOT INCLUDING. THE CONNECTIONS TO THE EXISTING STRUCTURE AND/OR 11 . ''.:':. ,. .• .'" .■■•-•- a 2 ANY N.EW CONSTRUCTION. ALL SUBSTRUCTURE DESIGN REDUInMPAITSAND 4.44tiLla, rii tt . ii 7 ..."ONNECT1ONS TO THE EXISTING STRUCTURE .i... NCI ug.. IN THE SCOPE O TNF. F 'ACM FOR R ON DLIR SEASS PRODUCT.AND MUST BE DESIGNED v ,.,r. \ i , 7 - 7 - BY OTNMS. y.............. e: _ .... , :za,.. ....., . 4,...., 101 THE ENGINEERING DESIGN SCOPE FOR THE FOUR SEASONS PRODUCT DOES ... WEST VIRGINIA w=0,vsuy WYOMING D.C. NOT ACCOUNT FOR SPECIAL LOAD CONDITIONS CREASED EY ATIXCHMENT TO THE EXISTING STRUCTURE. THESE MAY INCLUDE SNOW DRIFTING OR UNBALANW SNOW LOADING. ANYSFECIAL LOADING CONDITIONS MUST BE EVALUATED BY OTHERS. 11) ENGINEERS CERTIFICATION. I LANRENCE FISCHER CERTIFY THAT THESE ENGINEERING SPECIFICATIONS HAVE BEEN PREFARED UNDER MY DIRECT SUPERVISION AND THAT( AM A REGISTERED PROFESSIONAL ENGINEER IN THE STATES SHOWN. REFERENCE NUMBER 0500 - 0 2034 Four SOASDIIS Sobr Products LLC. All rights reserved - . e. I .--- ---t ,-10- t' 4 - ' , I I Aug 22 07 10: 47a May Awning & Patio Co 503.282.1426 p. 10 ,••-• '''' -2...,,4---, I 1 -'■ \ "ss \ \ . •,, , . . .• • i ...- ! . I 1 • i I , * ) 2.166' \.. ..., • t • t\! 3 . • • 4.11" I . I ■ . . i o• 1 ,-.1 - .. . • — .-• , 7 ! . I .. c \ \ . ... . . . 1/ 1.97' 1,967" / / 1 i . • 3.937" / Area: 2.463 Perimeter: n 47.504 E.3ounding .5a: sq in i X: -1.970 -- 1.967 in REGIONS — . . Y: -1.944 -- 2.165 in • Centroid:_ X: 0.000 in Y: 0,000 in , I Moments of inertia: X: 4.769 sq in sq in Y: 2.793 sq in sq in . • . Product of inertia: XY: 0.002 'sq in sq in . I Rodii of gyration: X: 1.393 in Y: 1.054 in Principal moments (sq in sq in) and X-Y directions about cenfroid: I: 2.793 along [0.001 1.000J I J: 4.789 along [-1.000 0.001] JO.I REvis 3 ,, ALLOY FOUR SEASONS SOLAR PRODUCTS CORP. 7:- 005- 6005- 1 ( rm ...' k...i ''.. 5005 VETEP,ANS MEMDRIAL HIGHWAY TYPICAL 0 - . 71 --------- T .*:0 HOLEROO WAT K, NEW` YORK 11741 PS DESIGNE AND MANUFACTURES OF POUR SEASONS SUNROOMS - I itTi L."7 • SECTION PROPERTIES 112°1 ND. 5339C, 5264 1 111:.-L. ,-)L-k..• i io: 1 m../1 ..__i \ irL_,..., I DEEP ELECTRIC H CHANNEL WITH BEAM POST !PART NO.7.. )4 79p . — T --- --..---,--- ,..5 I . 1 • I DO NOT SCALE DRAKNOS 3 I I TOLERANCES + — — , !SCALE 1 " = 1 "1 DRAWN EY RP!. i DWG. 'APPROVED - I DATE 02-12-95 1 71 45— 7BP •— ..__— .." .C.._'-'-e--1. t .x.- I I c Li 1 - ,... ..... C. • .---, FOUR SEASONS SOLAR PRODUCTS JOB: STANDARD SERIES 230 GREAT ROOM CALCULATIONS 5005 Veterans Memorial Highway SHEET NO: 3 OF: 22 Holbrook, New York 11741 CALCULATED BY: Bob Lupo DATE: 01/14/99 (516) 563 -4000 CHECKED BY: Lawrence Fischer DATE: Fax: (516) 218 -9076 ENG. NUMBER: I I I 1 I I M i l ( i I I I I I ELECTRIC H COLUMNS (7 *145U) WITH FIXED JAMBS (7NFJ) I I I I I 1 I I ALLOY:6005 -T5, 6005 -T5 1 1 1 J I II 1 1 II 1SPEC 3.4.2 I a = 19000 psi I I ! ! I ! ! 1 ! SPEC 3.4.7 I ! I I I 1 ! KL /r = 155.5 " / 1.023 " = 152 a = 510001 ( 152 ) = 2207 psi 'SPEC 3.4.9 I. 1 I I lb /t= 2.426 "/0.07" =351 I I I f I ! I 1 a = 490 / 35 = 14000 psi I I I 1 ! SPEC 3.4.16 I I 1 ! . 1 . - ! I ! ! Ib /t= 0.676 "/0.07 " =10 la = 21000 psi .. 1 SPEC 3.4.18 I 1 ! I ! h /t= 2.426 "/0.07 " =35 a= 28000 psi . I I ! ! I . l i I I I 1 1 3 MAXIMUM ALLOWABLE STRESSES ! I I I ! s. COMPRESSION: = 2207 psi I I 1 I I ! ! • BENDING: = 19000 psi • ------"r"----1 ! ! ! ! I , I. V I II I I I I !! 1191111111Mia' ; n 1 ! I I I I I I I II I l i I I I V III llllll i II II I I I I I I I I l i i II I III IIII Ili II I I I IIII II! 1 ►111i,1 � �I I llllll I I I II i I I I I I I I I - I - I - 1 . I I I 1 1 1 1 1 Ili I I I ; !I II II llllll! V 1_, 1 III I III it Illll I I I- I I I I I I I . i FOUR SEASONS SOLAR PRODUCTS JOB: STANDARD SERIES 230 GREAT ROOM CALCULATIONS 5005 Veterans Memorial Highway SHEET NO: 13 Holbrook, New York 11741 OF: • 22 CALCULATED BY: Bob Lupo DATE: 01/14/99 (516) 563 -4000 CHECKED BY: Lawrence Fischer DATE: Fax: (516) 218 -9076 ENG. NUMBER: II I II 11 I I II BEAM POST (7BP )1 I I �� ■■11111■ IIIIIIIIIIIIIIIIIIMMmmmrm ALLOY:6005 -T5 1 1 I ■■ ��. (SPEC 3.4.2 ■ IIIIII■ 6 = 19000 psi i ■ ■■�■• I I n ■■ ■ ■■■■ SPEC 3.4.7 ■■ ■�� KLlr = 138 " / 0.954 " = 145 I I 1 11111■111111MMEI 1 a - 51000 / (145 ) 2425 psi ■111111111■ MM■ iSPEC 3.4.9 v ■N ■■■■■■ b/t = 3.17 " / 0.13 " = 24 ■11.11■■■ ■■11110111111■■■■ 6 ■ = 23.1 - 0.25 (24) = 17000 psi ■ ■INIIIMIIIMN■ ■IMIM■ SPEC 3.4.16 1 I I 1 ■ ■111111111 i MIMI lb /t= 2.17 "/0.165 " = 13.15 1111111111111111111111.111111111111111=1111 I la -21000 psi ■■ SPEC 3.4.18 ■ 111 b/t= 3.17 "/0.13 " =24 ■�■■■■■� 6 =28000 psi IIIIMMMIIIIIIMIIIIIIIIMIIIMMIIIMIIIIIIIIIIMII MAXIMUM ALLOWABLE STRESSES MIIIII■■ COMPRESSION: =2425 psi I,. ' I I ■■ ■■ I BENDING: = 19000 ��: ---/ IIII1Lmmmm..... IMIIIIIIMIIIIIIRU I Mill r l V _ I I ■■ I I ( I I I I I i i - I 1 11 I I I I ! I I a 11111111111111111111 I I I • I I v■ I II I III Ili I f I I I I I I I I I 1 I I I I I I l I 1 I I i I I il Il ; - _- 1 • IIIIIIIIIIIIIIIMIIIIINIIIIIMMIIIIIINIMMIMIIE 1I ll! l I1l l I IIII I II II II II 1I.. 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'--- AY -'.te•-• ''... - mai , ■ I - , -,40 . .- :' t".: .- -, -- --------- ------. --, . _ . • . . , . . , • ., ., . 1 - 17"11 ' - r•+.F 11 E I , n cuic v 11= 1 1 I SEP 1 2 2007 I CITYOF TIC�tg® DUOLOIILO (p U �n � at,` i I g ,rse> \ 5 r 77 3 ; \J7• 1 ` , ag e, , _ — ■ - ;� �a P1- _ CITY OF TIGARD • SITE PLAN REVIEW _ } c cc BUIl}l•N pE TMIT NO —84aP. x'7 -. • 5 ( --f - C) . - PLANNING DIVISION: a1 - ,' - , ':\ Required Setbacks: ❑ Approved ❑ Not Approved • ' � Side: L' Street Side: c) /0 a Front. Garage: R ear: - Ni- 1.� ❑ p ❑Not A pproved Al * � � � 0 1� � � Visual Clearance A roved - �, �. Maximum Building Height feet 0 N, CW S Service PrQvkler Letter Required: ❑ Yes Ell No A\s . ,- \," '���tnI cote_ yi6ri i--13-1:7 i--13-1:7 i--13-1:7 CI Received cAo —,)` rJ\ I— BN : 6Ul./. Date: 9 3/0 7 e�. � �`' ENG NEERINC�DEPART ENT: {: - N - i Actual Slope: °!o Approved [} Not Approved — — ' Ste PI proved Not Approved , B Da te: q0. /. / i .. -I �' N t o g;cciv`� t` , X,,-/r -------7-3 /� p , Ue- >C1 s +;�e p « � s _ +; 0 cclvci - t,c�onc� p� o C-0.1-(2-4— CITY OF TIGARD - SIT PLAN s ---6.x.--0 I v i c.� 2 ti e^ ~ 1 BUILDING PERMIT NO: Ma � � _: �,1 Sl.clC- .'� --GC't C'CJC:r �'�`u -��� / 'QV : _,_1411 . , t ll - Street Trees: � cr� c ,P-, Est F u- _ , . ❑A pproved P rotected Trees: rod `f t ❑ ■ Not Approved B ❑Appve ❑Not Approved v —_ — ; Notes: Dated . Y _ 1 _ 1 _ • ` Y