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Plans 10/03/2007 08:17 FAX 9716342678 CHAMPION WIN Z002 -n f- ) / y7 9 7 1. e?d d �fL,� �a d I.e ,, pelt 5 , s r ? /,.r'., C 4, a''"V/ d 1, ,/ ? � ,� � a0-k . • i 4 iF ji p).. ' 2a a! 3 y /6-0 71. / r'rl� `- f.).s'��_ As' ) -+ �7 d o.4_ t a r '�' -, ; /J 1 -7 ` f co), Li; r!© Ure a v. Cfr,i w��7� .7( f C �� ,f , �' i J 4 0 ,i 3 7 1,. 444 ,/ p � oo") ... . 9 / -(4c1 - N/ a�fJ • ) • • n) ) !1 . - • d ok .. . - k A _ e O , bol �� a //, / ()IS Cfib �� p 6 3L( c-t F A X FACTORY DIRECT SINCE 1953 r„, !` „� `t h y V WINDOWS • SIDING • PATIO ROOMS sf i" 13009 NE David Circle • Portland, OR 97230 PH: 503.624.2678 • FAX 971.634.2678 TO: Albert Shields FROM: Jerry Smith/ Installation Mgr. FAX: 503 - 624 -3681 PAGES:. (including this cover) PHONE: 503 -718 -2426 DATE: 10/03/07 0,_Sek RE: Thielen Residence/ Pr f BUP2007 -00409 CC: pe,f-t4-4..a.A.A..tiZif----- The information contained in this FAX message is legally privileged, confidential under state law, and is intended only for the use of the individual / entity named above. If the recipient of this message is not the above -named recipient, you are hereby notified that any dissemination, copy or disclosure of this communication is prohibited. If you received this communication in error, please notify Champion Window at 503.624 -2678 and destroy the communication immediately without making copies. Albert: I apologize for neglecting to call in the inspection, on the attached sheet I drew out the framing plan and installation technique. This is the method that we always use for new cut ins and I verified the header size with the installers. I actually sent them out with a 6x8 and after opening the wall they went to PARR and picked up a 6x12. If you have any questions you can reach me at (503) -572 -3242. TOO Ej NIAt NOIdJAVHD 8L9ZVC91L6 NVd LT:80 LOOZ /C0 /OT STREET TREES MUST REcEivEt �Er_o_v.,Fsi. BE PER APPROVED ED DEVELOPMENT TREE PLAN AUG 0 7 2007 AUG 0 7 2007 CITY 0,c TIGARD CITY TI �` - BUILOINPI nts sicloN a�! @�� 16 70: , NOTE: \ ` ° THIS SITE PLAN DEPICTS THE GENERAL LAYOUT OF THE HOUSE C PROPERTY OF p \ ; WITHIN THE PROPERTY LINES. DIMENSIONS SHOWN DEPICT L 4-) ` rp.. JOE PAULA TNIELEN MEASUREMENTS THAT WERE ESTABLISHED BY USING A TAPE tn.. I U -. R, ° - (503) 57q -51%3 ;f;1 1 ., \ , • MEASURE REFERENCING THE EXISTING FENCE. NO FORMAL SURVEY • Z L L.1=2 i SITE ADDRESS: • WAS COMPLETED TO ESTABLISH HOUSE LOCATIONS, PROPERTY _ Q o c LINES, OR MONUMENTATION. - S 134 43 SW NILLSNIRE DR. / J `..5 TIGARD, OR , 17223 -J 1/4") PROPERTY: r ` Q U PROPERTY ID: WASHINGTON 3 r -----------s-----------.. V NGTON r ., RI STATE ID: 25104GA07100 _ r COUNTY: WASHIZ V 4 TAX LOT 7100 O -- n - \ Q LEGEND: ti ' _ , I ` 1 \ ---- / JQ �.... �+ _ i© EXISTING ELECTRICAL METER Q 'I s ,' � Z 1 Ell EXISTING GAS METER 3 i ( Eli L i . L / , 4-,„,., Rl— IiJ o N 2 , _ • v I"'I • o () ter, CO EXISTING WATER METER , ' ;,,, ; . •-.' \; _i 4 Y Z N Q • r IMI EXISTING SEWER CLEANOUT o'ed � o �.._- , L-1 O 0' 11.1 Address s { and visible f . ' s °� / Ce r ,a a ;' a ; . - i,,y s : r : .. ._ I LI A BI d an d its V Q M In (N) OVERHANG r � . --, ° f he cm y shall not , ncies a (N) PATIO ROOI 1 r .. , . ,l I ` e op ill or d �sa e rein• n O U D rasp e I- , 13443 SW NILLSNIRE DR. ` iril-1 In , m. � app r O u_ W W m 4 Wr11c i = E Ci tY Cy * I / . / , „ I-- OL lY f / w / /'7 to / c , ' , 7 i 2 — O Z- iy r O Q 3 iiii ' / L (E) OVERHANG F � 0 al i pection approval is o CZ , , / qul� prior to occupancy. z w Q / , '' (E HO USE oz E.'., = 'cr � 1 8 1 rOV ° Q I— }— / _ , , r • v Approved plans z — — — — — / v shall be on job Z 1" site. a_ 2p20.3, � Y. , (E) 15' EASEMENT �� / 18 .2 , + +, //,n, This p ermit does n ot authorize the violation of any 3 p 2,+ Vl rights of holders of private easements. The ap- n Z / plican is urge to contact any such par and �n Q secure thier a 'royal before commencing work. o Y u' c J ii___ - - – – 71.69 - - _ - � APPROVED BY CLIENT v m W . - S I T E PLAN DAT r I V) O IP 1' - Id NORT44 W DATE. �,tr xm �f I o f 6 Approved Conditionally Approved . ( ) For only the w ( sd cribedin: Pevtn�rr NO. � P - t(09 � . See Letter to: Follow ( ): OFFICE COPY Attach _ . i • OFFICE COPY Job By Date: CITY OF TIGARD - SITE PLAN REVIEW BUILDING PERMIT NO.: es/ 0 ZI0--Q q SG" PLANNING DIVISION: Required Setbacks: Approved ❑ Not Approved Side: S Street Side: / Front. 15 Garage: Rear: 4.5:. Visual Clearance: Approved ❑ Not Approved Maximum Building Height• a•S feet CWS Service Provider Letter Required: ❑ Yes j 'No ❑ Received ' 8) : Date: 7 ,17 ENG NEERING DEPARTMENT: / / Actual Slope:L% Approved 0 Not Approved Site Pla • / / Approved 7Aproved / Notes: TY OF TIGARD - SITE PLAN REVIEW BUILDING ..: MIT NO: UP 2 - /' • . Street Trees: ■ , 'rove. I Not Approved Protected Trees: • - .'. ro = ❑ Not Approved : Date' rnes: STREET TREES MUST BE PER APPROVED DEVELOPMENT TREE PLAN AUG 0 7 2007 COOFTIGARD C NOTE: 0: THIS SITE PLAN DEPICTS THE GENERAL LAYOUT OF THE HOUSE } �- Q • PROPERTY OF: c0 \ WITHIN THE PROPERTY LINES. DIMENSIONS SHOWN DEPICT 41 N p � S r JOE 4 PAULA THIELEN Cr Z t � MEASUREMENTS THAT WERE ESTABLISHED BY USING A TAPE (503) 57q -51gq MEASURE REFERENCING THE EXISTING FENCE. NO FORMAL SURVEY Q s \� WAS COMPLETED TO ESTABLISH HOUSE LOCATIONS, PROPERTY 'IC Q z > 11 o d SITE ADDRESS: LINES, OR MONUMENTATION. Q v�j - $ 13443 SW HILLSHIRE DR. / 9 5 68 TIGARD, OR '17223 / J PROPERTY: r \ Q V P 4 ROPERTY ID: 14.25‘1903 v COUNTY: WASHINGTON / CC STATE ID: 25104CA07100 TAX LOT 7100 � � © � \ Q LEGEND: ~ / / © EXISTING ELECTRICAL METER '/ 1 Q 1 0 EXISTING GAS METER 3 \ I . I �E� m z �, °� / I N I z O N N v E.,.,,,,.... CO EXISTING WAT METER 2 \ \\ �\ / qr Q EXISTING SEWER CLE ANOUT Q Z , ` O / "NI& p r-- � /` / \ I / IL < O Q t N D CC I ' M d f 1 (N) OVERHANG L r � � J a • (N) PATIO ROOM I � 1 \ \ ` IcoJ 11 , � o p U Q / Z r 1 3443 SW HILLSHIRE PR. l �� `� F2,. W \ Q O ►�► +, / ' ' ° I CZ OZ J \ 4/ / CO ' \ O , ` , v Q W / , oc fL — / \ / f " — (E) OVERHANG }_- t!1 CY i \ �/ / U._ 6 (E) 15' EASEMENT 18 / V //,^, 0 / ± ±, 30 0 0 / C ±/ 2 ± z i V APPROVED BY CLIENT I— DG (2 - - 7 1.6'1' / - 0,:kk, Q J W I P g 1= SITE PLAN DATE `A' N OP ED I. la NORTH I w DATE. 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I I 1- 1 1 , 1 1 1 1 1 1 1 1 I -1-1- IIIIII FFFFFF F \l _ -_ - _, Ni wool 1 1 1 1 . . -1-1-1-1-1-E F 1 11 11 11 1111111. 1 -1- 1 -1- 1 -1- 1 -1- 1 -1- 1 - 1111111111 I h F F 1111 �- F 1- F 1- F F- I In 11 1. 1111111111111 1- F F F F F F 111111 •F 1 F ,111111111 x I I 1 I u I 1 i ; 1 1 1 1 1 1 1 1 1 1 x 111: 1,11,1,1, 0 I 11 1% 111,1 Z 1 11 1 1 1 1 1 : 1111111111111 1 . 1 .. 1 . 1 - x nI I' .'.' g III 11111 III 1111111111 , D N 1 1�1�1: 5 mil O _i m a • � 1 1 1 1 1 1 1 : . I a, A i lj lj ll ilil iIIIIIIIIIIIIIIII16jy 'I'I'I'1'll'1'1'� 1.1.1 1.1_1.1_1.1_1.1 I_I_I_I_I_I_I_I_I I_I_1.,., 1_LP 8 0 SEE MANUFACTURER'S LAYOUT / PLAN FOR PATIO ROOM INSTALLATION DETAILS, TIP. SEE ENGINEERING PLANS / CALCULATIONS, TYP. g SWEET TITLE OWNER N ELEVATIONS A NEW PATIO ROOM FOR: Champion Cascade Draftin -, THE THIELEN RESIDENCE PATIO ROOMS F1, Design '' 13443 SW HILLSHIRE DR. 16,> N= ,slhA.. 13009 NE DAVID CIRCLE Wo ViII. .-, 97 o PORTLAND, OR 97230 p hon= >O) »» >* T I GARD, OR 87223 503.624.2678 877.624.2678 Fax ,92 9872 C 1 1 1 1 1 I 1 I 1 I I 1 1 J I 1 I 1 1 I 1 I I W 1 r ., 12 \ _ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ► 1 1 1 1 1 >-- S_ b_fJ . . ; a 1 1 1 ► 1 1 1 1 l ► 1 1 ! l 1 1 1 ► 1 1 1 1 1 t .4, 'I g 1 1 1 L-1 1 1 1 1 1' 1 1 1 1 1 1 1 1 1 1 1 1 1 L...4.. O 1 1 1 1 1 1 l 1 1 1 1 I 1 1 1 1 1 I 1 1 I I I (1j M NEW GUTTER NSPOUT d 1 I I 1 1 1 1 I 1 1 1 t I 1 1 I 1 I l 1 1 I Z t_ uJ 1 1 1 1 I _1 1 1 1 1 1 l 1 1 1 1 1 1 I_ 1 I 1 0, L-J z> 2 DOW I 1 1 1 l 1 1 1 1 I 1 1 1 1 1 1 1 1 1 l 1 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l l l ,. 1 ( f 1 1 ► I 1 l 1 1 1 1 1 I t 1 1 l 1 1 1 I -I _1 M 4f) // // // V CQ WINDOW WINDOW WINDOW U DOOR UNIT UNIT UNIT UNIT "p �k..1 / / / 7 / / o To T- 1/ // // Z ' 0 N \ \ \ °- z � 0 o� L a J L._ J W E c, o o � N t PERIMETER FOOTING t PERIMETER FOOTING �. Q c o NOTES: NOTES: o a 7-1 °� r 0 ' I. 'A' WALL - 1.125 + 5.8 + 0.625 + .13.5 + 6.5625 = 107.625. I. "B" WALL = 6.5625 + 67.5 + 5.0625 + 67.5 + 5.0625 + 67.5 + 6.5625 + 1.5 = 227.25. I^ 2. SEE "PATIO ENCLOSURE FRONT ELEVATION ", SWEET 5 -2. 2. SEE 'PATIO ENCLOSURE SIDEWALL ELEVATION', SWEET 5 -2. O ELEVATION - "A" WALL - L e ELEVATION - "A WALL - a Z p A I/4' - r -o" O v4" a r -o" Z L.I_ W /m, 1 1 1 1 I I 1 1 1 1 1 1 O 1 /^��' .1 1 I 1► I 1 1 1 1 1 1 1 - N 12 1 l 1 1 1 1 l 1 1 I \ J 0= j■ 1 1 1 1 I I 1 1 I 1 O W 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1) 1 1 1 1 1 1 1 1 1 1 1 1 NE GUTTER T I I I 1 1 1 I I 1 1 1 1 Z 0 Z J (�/ 6 W DOW // 1 1 1 1 1 1 1 1 1 1 I 1 l 1 I I 1 I 1 1 1 1 0 LL.i = 0 1 1 t 1 1 1 1 1 1 1 1 1 ii ir 8 < 11 / 71'4 / / I /I - WINDOW WIN INW WIN WINDOW WINDOW pL w = To UNIT UNIT UNIT UNIT UNIT UNIT 0 i Q I-- m }- 0 I Z - / / / / / / (l. P I // // // // // // F \ APPROVED BY CLIENT 0 • \ 1. \ } - L • • • • -. .•. " --..J L_ -- •J DATE N • L PERIMETER FOOTING 1- PERIMETER FOOTING tit w NOTES: NOTES: OZ W 1- I. 'C' WALL = 6.5625 + 47.5 + 5.0625 + 47.5 + 5.0625 + 47.5 + 5.0625 + 47.5 + 6.5625 I. "D" HALL - 6.5625 + 51.5 + 5.0625 + 51.5 + 2.25 + 1.125 - 116.25. V J + 0.4375 = 218.75. 2. 5EE "PATIO ENCLOSURE SIDEWALL ELEVATION ", SWEET 5 -2. IL_ r J 2. SEE "PATIO ENCLOSURE FRONT ELEVATION ", SWEET 5 -2. Z E Q Q w ,. O ELEVATION - u I WALL D ELEVATION - 11 D" WALL z ` 3 111 DATE JAY 2M/ 3 V4 . 1 1/4 1/4 . II -0" 11W 3 of 6 5, I. a: bf) c o >- c br � I— .- ^ E ' er 1 NEW PATIO ROOM EXISTING U7 U � ° r a 4' CONC (3000 PSI) SLAB ON GRADE STRUCTURE Z 1 - Q ILI= g REINFORCED WITH bxb- W2.0xN2.0 ON VAPOR BARRIER ON 4" OF CLEAN STONE Q ON FIRM AND STABLE SUBGRADE J EXISTING GRADE \ I J CO V 111 41 1 1P //% • • (2) I- 3/4'xII -7/8" I.GI E Z MICRO -LAM RIDGE r v \\ 111-,1:_-111-H111=111=1 II = III =III_ a J -_ \\ o e 4 CONT., TOP t BOTTOM a L'J • Z a \ tii FOOTING TO BEAR ON A FIRM STABLE —III— SUBGRADE HAVING A MINIMUM SAFE © W Lu NC CONTINUOUS PERIMETER 12" BEARING CAPACITY OF 1000 PSF Z ® In S' cc U N v FOOTING MIN. ® ® (2) 2x6 LEDGER Z .� O G rn r� W 14 . 0 C1ptri O N— FULL HEIGHT 2x4 SP No.1 STUD in d co I _ FOOTING DETAIL RIDGE INSERTED INTO RIDGE COLUMN / ; 0 Z Z q N 4 N.T.S. COLUMN a . d o . N) 4x8 MIN- r o HEADER "' U) J (N) 6/0x 6/8 Q }-_. FRENCH DOORS W c 1L1 C1 Mk dik CI U Q O W ® ® 70 5 Ili m CORNER CENTER 7b }— E Q (�/ COLUMN COLUMN 5 -3 ¢ 0 W - F CZ CZ u 4011401 CORNER • I 0 W O ®® COLUMN ©D g a - W 3 ®® 7d ® . ° 3 I CY CENTER 5 -3 m COLUMN O D L e.`, Z = . Y- O 6 Q }- m I"' RI DGE �® COLUMN WM, ® tilk Li d I a (E) CRAwLSPACE . • .. a . .. -.. ... III I — III — —I� :1 — °.a �. a ° _ — — — — Q � , (= _ N ® - I 1=111 N (N) STEPS (II" TREADS, 7" RISERS, MIN.) ,Y APPROVED BY CLIENT NOTES: PERIMETER FOOTING - SEE DETAIL THIS SHEET M O I— — I. SEE "PATIO ENCLOSURE FRONT ELEVATION" AND "PATIO ENCLOSURE SIDE ELEVATION ", SHEET 5 -2. Q I— 2. SEE FOOTING DETAIL THIS SHEET. F U DATE Z w 1.1.1 C) SECTION I/2" . ILO S W DATE: JULY 2037 U.) 4 of , z . . la' -II 1/4" / / q' -1 1/4" / / O 1' -0" �, / / yy 11 \ e o ° p b ° \ \ 6 O n o 'b t p G. ° 4 D p 4 . e e 4 C z ° -- e ti' 4.. 4 D a \ r o — p ° _ t p ° .y ° e 4 ° p o o I 1. 1 L O H I ° H ° D et, 1 po e z 0 g ° 1 Z 4 ° I N e d At ui T1 ,p ° m Z w I- ° OF 4 D D -i • ° 4 Em Z N XI t 4 ,p e 7 i m 1 m p4 4 e , a 4p 8 I r N o s . p 4 D N Z LP b l Ll 4 e. p " ,. CO 4I a k ° 1 — 1° 4 ° I 111:4 ° D e �. . t I 4114 p e 14 1 m 1 pl A 4 I D ° D 7 e I w r 4 � o N N 0 A ° ° m D i ° X m 1 r° ' ' r \ I y u D r \ O o I o ♦ e c, 4 e \ p L 4 p o n D _.¢. -° 0 ° e. 4 D p i 4 1'-0" D z / / ` rn / 4 co n r m z SEE MANUFACTURER'S LAYOUT / PLAN FOR PATIO ROOM INSTALLATION DETAILS, TYP. SEE ENGINEERING PLANS / CALCULATIONS, TYP. Q SHEET TITLE 0146E4 U , FOUNDATION PLAN A NEN PATIO ROOM FOR: Champ Cascade Drafting o g THE THIELEN RESIDENCE PATIO ROOMS & Design ' ' ' , 1 1 3 4 4 3 SN N I LLSI-I I RE DR. 13009 NE DAVID CIRCLE + , NE. z)SthA.r.,uc PORTLAND, OR 97230 '" ° ° P ono sO� 9 7, 5 i TIGARD, OR 87223 503.624.2678 877.624.2678 Fax ,05- st.9e;z • ' . � / '_0 " " NEW PATIO ROOM LIMITS - 18' -11 1/4" �' -0 / 9' -I 1/4" e 4D ' ,, r t r O , Z I — \ O I , 0 x ' WINDOW WINDOW WINDOW UNIT UNIT UNIT I I I 44 - � ly tWy I c I 6nI' I S ' I ° c p rn I Po I ' 0 n 3 O I U, O I 01 I A ' m .fl I � :i. - I -11 13 ■ I N N I r ! I I� I I I I I s Z } � Z x ' v I cz I I ° z I I I o I I A I ' I g I _ (2) I -3/4" x II -7/8" 1.9E MICRO -LAM RIDGE 3 -=1 I N co I a l F � 4111) Z Z Z N I x Z I ■ it - 0 1 I o I I w N z I w ^� I Z 3Nrn O u 4110 _ �` m ` a1 ` rn N I -� p 3 N Q K Z1 I To D I X i - 1 Z m I -\ N m p Ern �� c N I H o I I r I � I > I DN I Z r � -' NOTE 3 D z-1 c C) pDrn /� WINDOW WINDOW N Z It:P'. - . \ N _ UN UNIT _____\ m n 1 0 I M Z J - A I 9� \\ ---_ L (N) ROOF OVERHANG, TYP. N 5, 0 X c S h C271-C i � ` ` . x z 3 m t Im V 4D ° Z� =N Z Z a N d q-10" p 71 / ` m A iv Az r g \\ \\ i. H H m rn 70 z N ` i im .., 7 1 o g hil SEE MANUFACTURER'S LAYOUT / PLAN FOR PATIO ROOM INSTALLATION DETAILS, TYP. SEE ENGINEERING PLANS / CALCULATIONS, TYP. $ SHEET TITLE OWNER FLOOR $ ROOF PLAN A NEW PATIO ROOM FOR: Champion Cascade Draftin O 9 � THE THIELEN RESIDENCE PATIO ROOMS & Design S 13443 SW H I LLSH I RE DR. 13009 A 97230 V 5 OR 70F.0 DAVID CIRCLE 6� PORTLAND, OR 97230 phon. y05 . >5* TIGARD, OR 87223 503.624.2678 877.624.2678 I°''"5 +,'L9 RTE1VED . N , .1 0 ' ) G 0 7 2007 / .545" CI 0 cn a> i .08" / 2.498 —11 1.603" ,•9' 1,44" /- 6 1 1 "o • CI V OF TIGARD / 6.5" / 4 i t 2.625" o 0 . BUIL INGDIVISION I-- 2.500" - ,--),-) .._ --% . \ = LR_Ji --------' - L I , I ElE=1 a_ 0- D • ;7- "), ''`' 1 .08" ' In 10 ' . 1 " "57 M 6.000" cy, ALUMINUM %L 10 , Lu . cD , 0 ID Co . :-. . to cv - .... . - —___), co , CO •— If ) -----"-------- co 6.442' / , in r--i csi a) cv CV 0 CO 0 • 6 6 6 cci cti sk . 6 -J‘— 0 . 1 " .08" b o 3 .-- , d 1.680 A- 0 g = — J \ ALUMINUM caw COLUMN 0 ALUMINUM PANEL HANGEP 13ASF a ALUMINUM I-scnoN R OOF EAM c.) 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L J / J x ® �� y _ i � 3 3/ 4 GP 6 " © EXiSnNG / J SANDVNCH PANEL ROOF -3 ® / SfTRI Cn Y� (/) 1: ,/ // i'Llf J% % CENTER MILLION PER 6 j /LiJ :9 CL 4 I' max DEIGNED FOR 40 PEF 1 - - - -' , � o / NGPJZGNfPL LOAD ANG w NI � , BASE SECnON PER 4 Q ° c VINYL WINDOW VINYL DOOR VINYL DOOR VINYL WINDOW CENTER MILLION PER 6 MAXIMUM AXIAL LOAD GOVERNED i�l i� : J •� VINYL VN VINY DOGE VINYL MEEER TO FABLE 3 F G'R UNIT' t UNIT UNIf f3Y ROOF PANEL CAPACITY 4 »IO X3 / 4" @COLUMN WITH U c UNIf UNIf LW UNIf ALLOWAB E Ff. IGHf. SPACING AND ® » 10 x 1/ Z" 5M5 @ b "c/ c » 10 X3/ 4" SM5 @ 24 " c / c f0 LZ v 1 WiM2 LOAD COM61NAPON FOR 0 WITH 5 Af COLUMN lB'T0 2CP5r HORIZ WiND LOAD PANEL / TRANSOM FRAME AU & ® { I, NON-BEARING WALL MILLION ® , ® ( 1 ® / »10 x I / 2" 5M5 @ 4 "c/ c CENTER CO UPAN PER b z �_ ® , ® 10 ii �� 'MM 5 AT COLUMN LI 30P5 HORIZ IWO LOAD (N CENTER c AL LOAD 3EPRING) Q n • KNEE WALL ® 1 , ® KNEE WALL I 117 3 KIJEE WALL ® I KNEE WPB L 0 (3 WALT. TO t?00� CONN�C11ON bTAIL s� w ►e ^' • I 4 J CORNER COLUMN PER I COLUMN; MAX �J a' VMAX �' 6 ' MAX — . Os' » 10 X 3i 4" SMS PER PANEL 1E13 (6 fOr L) PLUS FACIA ? 7 �O'' f's U - cv �' MAX &' MAX 8' MAX AX 8' .MX — CO UMN G FOR 40 P X co o . » @ P COLUMN SPACING COLUMN SPACING COLUMN SAPLING COLUMN SAPLING HGgZONIA. LOAD ANG I WNNi ` COLU CI N" COLUMN SAPLING x I IO X 3/ 4" 5M5 I-3EAM LOA f83 (2 _0 P7 r O D e HORIZG D fOf AL) / MAX ROOM WIDTH DETERPAINED BY ALLOWABLE PANEL `.PANS f MAXIMUM AXIAL A5 GOVERNED 2 (T @ 40 P5 BY ROOF PANEL CPPPCIIES IC X 3/ 4" SM5 @ I EA � �r HORIZONTAL LOa7 ( TOTAL) G/ PATIO FNCLOSUpF PpONT �L�VA110N PATIO �NCL05UI?� �pONT �L�VATION (��/! r l � / FOR MASONRY STI:I.CTIO5 '' EXISTING 4 NO I,' 4" X 2" ZPMAC NPILIN C' STRICfI f ® AN0.10R5 @ 4" SPACING Af END OF ,- / NV ME EXISTING EXJ5TING fRUC PAnO COVER CONNECIP ROOF T / nMBER F :MEP STIRLCTI1M5 WPL L OF EXf6 STRUCTURE 10 I E TG' NETI MASONRY WALL 1 �� �i� ii. // 7i' //i /tom FOR / 4 / X �` I 2 SETS 2 a 2No. 5' 16" X 3" LPG 33 J i SCREWS A TTACHING IVE PA TIO RG j . �1% C C /./ " / RlIC L°G f0 THE TWO GL'1EMMG5( , i_ _ . _ — —! ��� 1 i� C E Vc7 . I ` ' �kE DEfAL A FOR CONNECTION I ROOF °IGGE BEAM 51 ( 5T11n5 GF nMBER FRAMED -- — �. � /9 � ., / / OF EDCE Of ROOF SYSTEN TO I :r FEP TO rP�we er - i STRLCTURE C? 72"5 EL'rE / EXISTING WALL I F °IDGE TEEM :05) 411 ` F01' ATfaCNPAENT TO nM3ERFRAMED ` / / WALL PROVIDE � I 'V ` (1(0 5' 16" X 3" LA6 TREWS OR. { ' ACING AER SECIGN 2 SPEE 5/ Z "' Y FGR ArfACHMENt f0 M A 5 0 N R ' Y PMOVIGE A -WALL C-VVAI I ' 4 "X 2 "ZA ML NPILIN PoNCNGRS I ' O (LOAD 3EAP.ING) ( LOAD SEARING) . 3 3 G" OR b" THICK ?ATI: CO\ A C 1 - V i1- FOLLOWING SPACING APPLIES TO 30TH CASES: MOGF ;DOE RO SfP CiL 5 Y . 1 2 � ` 5� I @ 24" c/ c @ 7.CP`F HORIZONTAL WING PAS. 0 A R T / N J . — I @ I b" c.' c @ 30P5F HORIZONtN. WING PRE5 . 0O O 1 I o • ' 2 @ 24" c/ c @ 40P`F HORIZONTAL WING P'ES. Q D I J i ®bTAIL A: �12a Or I?00F CONNPCTiON TO WALT. 0 1 _ OFD � ,�0 � � XTG STf?UCTLp� CONNECTION 121-All, w no W ® I MINIMUM ROOM uNGMS AS FOLLOWS: NGN 3EMINC WAIL (B wALL) @17.5 P5-1.0 X ROOM PRO CnON 11 o r @ 22.5 P5- 1.2 X ROOM PROJECTION ( 4" CO�LME E SLAB ON GRADE MEIt 9 GRCED »10 X 3/ 4" 5M5 @ N I i ® � � @ 27.5 P`.F- I A X M PRO.ECION MU PANEL HANGER PER 2 — 12" C/ C t 8B 0 I WAIL a VNTH 6X6 W2.OXw2.O ON VPPGR DAP?I�. 0 �, PATIO ENCLOSLG ON 4" CLE:WOF STONE ON FIRM E STALE Q w 1 Sl 4f .�_ ¢ CO 0 5i 16" X 3" LAG 'WS O ROOF OVE9-lM1G — d CONNECTING HANGER TO �GGi 3E. M. % ' 1_ . ROOM' WPM a SPACING PER FGLLOVNNL POLE. _� ? i ` I J �� ¢ GOVERNED BY ALLOWABLE ROOF PANEL SPANS ( EE CABLE I SHEET 5-5) — ROOF LOAD (P -F) . — �� w O ' I I I I I I 100 I -.0 200 250 30C 39G -IOC . ✓/' ' f T `� 1 t J L. d WO'D � � . Z F'A110 �NCLOSUC?� PLAN FOOiING TO BEAR ON A FIRFA SPACING I6" 16" 12" 10" 8" 7" 6" '` '' !�"° t 4 CONTINUO L5 fah u 5 . I 5fA131.E 5LOGRAPE HAVING A (IN) i — v MINIMUM SAFE SEAM r ING • FSR 10 17 C 2 y *Er FOP. °oa LOV5 AL kPPCZ5 ' ; f 9�� ! i GATE: FEB 2002 CAPACITY Of 1000 P5 laPCil SEAM ( MFER TO (/ ' ' FABLE 5 5IEE15 FOR it ; � ; I ' `C 10(412" C/C f83 SCALE: Nn , � .. MN a dN 1/ 2" PLYWOOD SPACER 512E5) IF USING F DRAWN BY: MJG ® I'OUNI2ATION b�TAIL DIMENSIONAL LUW3ER SEAM ® pinG� (3�AM TO PANEL n�TAIL 2 0F5 • 3 #IOX 3/ 4" 5M5 Af PANEL W/ 3 #IOX 3/ 4" 5M5 AT PANEL W/ / U ° o o 2 #10 X 3/ 4" At I REAM FOR FOR LP 10100 PLF LPLIFf* \ 2 X 10 X 3/ 4" AT I DEAM FOR FOR I!' 10100 PLF IPLIFf ,-,/ 4" OR b" WICK Z , 1 3 #10 X 3/ 4" AT I-DEAM LP TO 200 PLF LPLIFI* 3 #10 X 3/ 4" Af I-13EAM LP f0 200 PLF LPLIFI* 5P1�MCN PNEL * 4 # 10 X 3/ 4" AT EACH 1 -DEAN LIP f0 300 PLF UPLIFT*, in ^' 3 -3/ 4" a b" THICK 4 # 10 X 3/ 4" Af EACH I [SEAM LP f0 300 PLF UPLIFT* CC "'r' (w Refer to mile 2 sheet 5 fa ut lift load at at/ wcpat5 (" Refer to 1 aHe 2 sheet 5 fa "d�R lead at roof su rfs) Lit N • SANGIMCN PANEL - CL =Q 0 0 \ . � � / -------- 3 3/ 4" OR S" / a 1..,_ _ / ? / ROOF EL *' / / #10XI /2 "5M5 • • I ii______. - • '� • '� FASCIA PER 7 ; /�/ . / �: / • ' / 24" c/ c VERnCPLL'/ • 4. v � � • � / / VINY GOOK/ Vv1N GOW x !� !A!::P9 4" / ' /� // / FRAME PER 13 x t /' /�� I3A5E PER 4 1 /� t _ �„ ..< c • FASCIA PER t � GIOx /4 EK Z U is i FASCIA PER 7 ✓� x rt l ^ a I le" C/ C 2 No. I/ 4" X 2" LA GfE'N5 Al24" EXISTING w 3 ° REAPER PER 8 c/ c VERTICALLY FOR ATTACHMENT f0 STI?JCTLOE z o x10 X 3/ 4" fEK `.CIWW/ ca Ile" C/ C a10'X 5/ °." fEK TINDER FR A ME G WALL REAPER PER 8 CREW 16" C/ C 0 E o. # 10 X 3/ 4" =10 , 3/ 4" @ 24" c/ c 2 N 1 / 4" X 2 VERTICALLY FOR Q v FGR LPLIr f LOPV CM C N fER COLUMN LP1O 11401 B5 • TW A11 CI MENf fo N1A5oNRY WALL .�!��ei U`.E 4 =10 x 5' 4" ` MS CONN'ECf11 EAGER '10 Ca. LI MN 4 10 X I/ 2 24 EP ; IGE Mr v. - _ Q _ FOP. LPUr r LOPI25GMC5Mtfr : COLUMN U'i02048Le5 ^' ? i N `�� = 10X1/2 "`5M 522 4 "c /c , U U5E 8 x 10 `( 5/ n r 5MS akar ,c ft , L Fr AM 10 COLUMN L C -, '' , VIICALLY Defer to rlo 4 sk w is 4 ,c+ ft, load —r 2 =10 X1-1/ 2" 5M5 CGMECfING BASE PER °• /CZ IC 51 0 CfION "O COL WnNEA SIGE # 10 X 3/ 4" 5M5 @24" VERTICALLY (4 rOrAL ) ATTACHING WEDS OP 2 PIECE NEAP P TO TPPAN5OM ® ® SICK WALL CONNECTION TO �XTG Sfl UCTUC CENTER COLUMN xICxI 9A5 24° C/c • J Pic tL-T VnNDOVr 112791--_ I CGRNER COLUMMPERI ®C OpN�p COLUMN TO N�Ab�p CENTER COLUMN PER b CENTER COLUMN PER 6 FRAV�E PER l5A I ?!I � 1 ,' 11 _ —` II # l0 X 3/ 4" 5M5 ® C�NT�p COLUMN TO N�Al7�p btTAIL I it eA :PER, j -ER 4 Cl WINv^^OW F °AME �— � , 1 HI @ 24" c/ c ` ER`ICPLLY 'MNPOW FUME PER 13 PER 15 — 1 —,- • #10 X 3/ 4" 5M5 @24" VERTICALLY r ri ATTACHING VYEL35 a 2 PIECE tOP P AIL GF 9� ��� Hill FOR L G LI r f LOA95 GN CENTER I _� ". 15 g ' POOR/ VV1 NGOW CENTER COLUMN CO - LIMN LPf0 ,01.85 5A J PER H q � : :[ .,.. P 0 C ONI CU +TEA f0 CGl WrW OOK SILL PE,. 5 �� N U A1ED d A5 ' `��� -�-�ii - i. - r . °10X5 /? ¢ ?4�� # 10 X I/ 2" 5M5 FOR 'J'LIr1 LOADS ON aka 2 #IOX I" ATTACHING EASE A C PER 4 �I al TO WINf70W �pAM� 0 EA a 1�� COLUMN L1 2048 05 f0 COLUMN EC RCN 1 @ 24" c/ C EA. 51GE 4 4. 1 I La" 8 wl0 x ;/ •1" SM5 ® =r ' 2-1/ 2" :vJN' WINGOW/ POOR ', COLUMN TO r F ` / CG NNEC iINC FE ;VIER f0 cam IN51L.AJEO CZ.r55 I i FRAME PER I3 , etc,- to :ale e 4 snem .2 or L. A A ° • ° G . n ° � I L `� o # 10X3 /4 "SMS DA E PEP 4 . cads 'L'. 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COLUMN 6 # 12 X 2-1% /OP BREWS FOR ® fO TIMBER PECK p a 5 0 U P LOAP5 : 60 # ® WINDOW F AM4 TO K N�� WALL 2 No.1/ 4 X 2 LO NG Z.MAAC NAILIN ® � M a # 8 # 12 X 2- 2" WG.► ' W5 POR ® MICNGRS @ 24" FGR CONNECTION To GRNEP ca W✓vu P ;R I ® b001' SILL TO 6A5� b�TAIL IC r I" 5M5 CENTER CI MN UPLIFT L 0 7" 'f0 CONCRETE 5LAt3 CONNECTINI6 2048 M C P "� OF a CO TIN t0 BASE DA`E PER 4 C Reier to iaL le 4 sheet 5 rrr cen ter KR�E WALL # I2 X 2 I / 2" W000 SCRE`rVS @ 24" #IO X I" SMS AiroCV INC 3A E ,�, °— . NUMBER GF ! . 11 1 ii5�� cclurrn �cIIfL loadsi � %14 C../ C FGR CONNECTION to TIMGER PECK �� f'0 CG?.NER CCLL'MN �o, �� �,� � fv � � � - /� n. CGNNCf0R5A5 25" INN �'� fi� GF a �RE4V5; 2 NCNOT IN a h1TACHATTACHMENT g Dlti: f0 CONCPE4 5_1.0 AT Ir _ VI 5E PER 4 ( 1Gra } No. I/ °}" X 2" LONG 274/VC cr r • SECTION 5 3 • . ; J ° .' : e ' CENTER COLUMN #l0 X I/ 9" 1 I • NAILIN ANCHORS AT COLUMN FGR 1/: 7 S y n e • *J. • _ @ - 2A" C/C r Lii CONNECTION iG CONcz-r `V45 DATE: FEB 2002 ' . . . . x . 4 No. 1 / 4" X 2" ZAMPC NAILIN ANCHORS FCP, e a .1 I CONCti1 E 5i, ° " ' i r j •� ° ` • .. _ • COL UMN UPLIFT LOA-05 LP TO 1080# . G r 1(.66: SCAL E: NTS v ° �. • - _ a I # I2 X 2-I i 2" WOOD SCF' S b No. I/ 4" X 2" LAMAC ANICHORS FOR UPLIFT fI R < i N e 4 ° i a FOR CONNECTION '0 M'IBER 4i,.4,-- � Lo�t75* P . 10 1'560 # ° a , _ CONCetE 1,A0 - ` r Z• , DRAWN 8Y: MJG ® CF NT�t? OLUMN TO 13A5 SECTION 8 NO.1/ 4" X 2" AMAC ANCHORS FGR CENTER y v a `,/ PECK �' y ' M� - �� ORG N0. 5 -3 ® COLUMN UPLIFT LOAO5* PTO 2048# fIMC ,ECK i ..� -a'' 3 Of 5 f •-Refer �o tal4e 4 sher 5 fa center clan uclA? Ioad) ® KM WALL TO 6A 5 ® CONK R COLUMN TO C3A5E b�TAIL _ �,_- _ - X61: C • •-. r ■ 5/16" X 5" LAG SMINS CONNECTING 16 C-.) cD•0 /D cp I-IMGER TO IZDGE DEAM 14ANIGER PER 2 5-4 #10 X 6/ 4" 5M5 #I0 X 5/ 4" 5M5 itt 12 Z a) at ___ el t•-) 1 1 4 FEtR' TO PETAL 5/ 5-2 FOR SPACING) .. _____.: .---1••. ' 7 -- ----?--.. #io X 5/1" 5M5@12 CONNECTION FA.,%1A TO C/ C TO CONNECTING (NI eq HANGER PER 2 U) • HANGER TO PANEL ' a C/ C fgP PANEL aC ----TT • I t r I L 0 . ) i . - - - - - - - - - ---------- I', 1 11 . . ... - 1 .7—] I ■ \ I FASCIA PER 7 -- , - • • 1 1 ,. -, 1 T . -/1" OP 6" ROOF .--- :, ' ‘ ■ ....-------- ------:____.--- WW • CL ±>< . ------- — 1 I I 1 PL 1 r. __....---... 1 1 / —______ \ i I • P ------- .4 ANEL -- • ----a- . ..--- , ..---' - - * ------"T_..------ V) __------ -1 I / • -,-- -: 1r • -_,___ 3-3/ A" OP 6" 5ANDIMCH ..----- • .1- .-------- : ..---•---- . 4 -------; --- 11 1 ; 1 1 ,I • • . ---- <-, . ANE ROOF 1.--- • . -- tallmit ------- . --- - ,,--- , ,0- . ---......... . ------- S ------ — . --- . i \ . ----- _____- _---- cc , I \ \ , + 1 -- . ------ • D _---- _------ . I l 5/16" X 5" LAG 5CW5 HAN P 2 • GER ER . ------ , • ; ------ . ------ • ------- • or" / . CD I .s i • . or 1/ 2" THROWN DOLTS ....- I -e•-••-•4 1 ' --- I 1 1 r I 1 SEE DETAIL 16/ 5-4 L.) S ' I 1 1 IF/1 / .....665.,,, ,.... z i .\,/ OJT FRONT AND PACK COLUMN LEGS EXTEND 5112E LEGS Of CENTER COLUMN TO POTTOM a HANGER. sem RIDGE DEAM TO cENTEF VV111-1 -1. ,, - 4 NO. 5/16 K 5 LAG :10/V5 4 2 EA • / = t 11 1- NI' i of aNgr COLUMN 10 0 "c2. Offfir.fb I CITTIOM OF RIDGE DEMI LPLIFf LOA05 1E1 2 NO. I/ 2" 11-1POLO-1 — c kl•; ii.;', : ELEVATION DOLTS FOP UPLIFT' LOAQ5UPTO1600 AN12 5 NO. C. 1 ,/ / /1 /, P130p _ a_ o TIMDER RIDGE DEAM ( REFER 10 If fsktill; 1 1/ 2" THROUGH POLT5 FOR LPL1Ff LOADS IFTO 2500= . / /1 1 •: / + . TIMDER RI.DGE :EANI ( REFER 4c 0 1 t .,.. i ,....-,...., , J , , ; ., 5 TAME 5 9-IEET 5 FOR RIDGE i Is' 01?,r;',. i FLLL HEIGHT 2X1 500-UN 1 / /' i //// Z.L.Z.L1 -a.- TO TAME 5 SHEET 5 FOR (... .-. `<s. • /0 <TC - - DENA SIZE itigi.-4•,1 1 1 511E5) Q./ -> = — 733Po':----- ....- c., ;jig:Y.7.A PINE No.1 STUD INSERTED CUT FRONT AND DACK LEG5 1 CC' ''' 11 "; 7 (4) - ..„ .,...--- INTO CENTER COLUMN. 511412 1 1-1 Is? rNio i OF CENTER COLUMN TO kr L. - ...--'-'-'' TO PROVIDE FLLL DEARING arsiv COLUMN CON rr VA NA LV PER 6 v.—.2.-- Acnd RIDGE PE ROTTOM a kv c e PEAM 4-,..f.,-y EE.A110X1 //(1(Dfr-- . ' •• . • , ink F1266 COLUMN 1 r.'112Ce I3AAA 191 ; _ . 4_ OREL:■0:q ,,,- . iir E-AIL 77-1- df 13. 2-` c, , mi. °ea/ A% FIPCe COLUMN - 10 11126 13AM CONNCflON P1 .9,9, ••• . ,,-, i it,,,, J. c.,- • 13A5::: MR 7 WINDOW FRAME PER I, W (LOW) 1/ 4" X 2" LAG REIA/ @ . : 201111r 1" c/ c VERTICALLY --------- ,.1., .,.: 17----1 - - 24" C/ C CON4CTING 11-E FA SIPE la I : ::: 5f1.117 TO Ibt c-Nffr. CO,LIMN , 39•1 , .: , ; 1 1 ; 1 i 1 1 PAN F) .;.. I FOR' inrr LOAP5 ON RIDGE POST WT0114005* PROVIDE 4 FLIA, 1-E16111 2X4 SF No 1 5W 1 1...,_ . ("? - 1 1 g.tuctc.-_, 1 : --,., ...„---" i . e j # 10X i 4" 51:AS ( 2EA 5112E) CONNECTING T1 re CENIER TAME A: AXIAL LOADS ON GAME RIDGE 511°PORT PQ TAME A ( CONT'D; : AXIAL LOADS ON 6=-PLE RIDGE 5.PPC RT T -----1H, : , I.-- ,-, 5 , _ ATTACHED TO GAME PG5i SLEEVE M1LION TO 11-E PAT- 1 ROOM j ROOF I r Ina DEAM (f i . °O0M ' ROCF ' (1) W111 4" X 2" LAG 9V•/5 @ 24" 1 L-- 4442.2 . LI FOR LPLIFT LOAG5 ON RIDGE 'OST (PTO 20481,D9 8 # 10 1 INIDTH 1 LOAD C/ C , 1 . I RIDGE PEAM MN (M) Ff) • . I _ ..........„ , ,,, , „ . 11 MS EA CON li ..... x,5, 4" S ( 4 512 >INE:0 1 1NC, IFE a NIE M P LLIGN ' ( Fr) 1 -t / - PS-F 10 12 1 14 • e 1 16 : l , \MOTH 1 LOKI I I (F1) 1 - / -P.Sf 1 10 I 12 • 1-4 16 1 18 I 2/ 2 PEOUIRED FOR 6ENITY LOADS 4-1-4J 1 '11iMM•mr:f....-•--a--- TO THE PASE - . -7' •r> 1 4 GREATER WI 200CLD5. FOR UPLIFT LOADS CaATER THAN 2048 LDS TECIAL 1 14 20 . 805 966 ' 1127 /' / 1" --- 1 -11 . --1 20 i 20 ; 1150 1 180 1 1610 1510 1 2070 1 Cl/!_ ENGINEERING REOURED FOR CENTER ENGINEERING 15 MOLIIRED 25 980 1176 1 172 7 r ' GRAVITY ADS GATEIR THAN 55C0 CLOWN PEP 6 FP TO TAME A SHEET 4 FOR LPL1FT LOADS ON Pica ... , . 25 HOC 1 1650 1 1960 2240 1 2520 1 , , . LD5',': POST • : 50 1 1155 1 /1 86 1 1617 . 1 1 ' • - • • ..•• , • 50 1 1650 1980 .1 2510 2640 1 2970 1..._1 -5 ' Refer t4 fable A slreet. 4 ior qravit.i4 i - . / / • i I oads -.-JI riddle post E3 PIPCe COLUMN f0 E3A5 PLAN , : 1550 1596 1 1562 // 1 : , • 55 ; 1900 2280 1 2660 040 420 5 I 5 . V) cc . ;.______ _______-,---- • • 40 1 1505 1806 i 2107 f, ./"Z/ V) : ,. 40 ; 2150 2580 1 5010 5440 ; 5870 0 I 1 - 1 - 1 " . _i 6 1 1 _ 1472 ,.7 2277 ..]::Nfr.:k 201..LININ PER 6 1 20 920 1104 1288 • i ____ ; 22 20 1 1265 1518 1771 2024 1 , 1- 4_, P- NA- FEIGNT 2X1 9U12 IN9e1M17 . 1/ 4" x 2" LAG % @ 1 25 : 1120 1541 ; 1568 1792 ) . . 2172 25 ; 1540 1818 1 2156 2164 ' 0 INTO CENTER COLLIM ear ,,5. if 24" C/ C CONNECIING . • / / . . ' Z z c2ftipf . F _______ . ______ 0 —1 (.. i0 2)(4 . 1 50 1 152G 1584 1 1848 2112 ,,,' / ---/ ,4 • 5 1 5 1 514 • 5267 0 0 ' 0 161 2178 21 290 AffACHMENt g DASE TO COkiarf 151,AD K W.1 .1. FOR 1FLIFT LOAV5 ON RIDGE P051 Lia•TO 11 /1CA..D9'' PROVIDE 4 # 10 X • . I 55 1 1520 1821 1 2126 2452 / / • • CENTER caumm :A.. PER 4 Ps'itc, . _44,4_ : . . 59 1 2090 2508 ; 2926 55 5762 t4.J < >- 5/ 4" 9A5 4 2EA SUE ) CONMCIING TI/E CENTER MLLIGN TO THE f.-, • T------1 , /7 ,•.• , i : (../1 1 Z 1 ›Ill'il; 1 ,,,., . ■ 1 40 1 1720 2064 : 2408 1 2752 // 14 0 5 MN 11.1 1 FOR ;RIM LOADS ON RIDGE POST U°10 2048L139 5 10 X 5 k # / 4." : , 1 ____ / 4 • . : 40 ' 2565 2858 1 5511 7,84 4257 1 4 No.1/ 4" X 2" ZAMAC MALIN ANCHORS FOR 1 ----.---- _ - . Irnr 5M5 ( 'A SIDE) CONNECTING at CENTER MLLION r0 18 THE r:A. ?0 : 1 1 1055 1242 1 1449 1656 1 1865 1952 2208 2 _I • --- 80 1656 1 --/-• COLUMN L.PIFf LOP125' LP 10 1080* ° zi (* Refer- co Table A cr Skeet 4 For- whit loads ori riclog 605t) - - i-------- • - ... 2 '1 1 20 1 1:- 1 • . • I NiN 6 No 1/ 4" X 2" ZAMAC MiCHGE5 Foe Lair i 25 , 126C 1512 i 1764 2016 1 2268 I . , : • : • LOADS* 1.1? T01560 n _i.. a ••• • .i , . . I 1 30 I 1485 1752 : 2079 2576 1 261: 1 . : 1 25 1 1680 2016 1 2552 2688 .5024 1 8 NO.1/ 4" '4 2" Z.AMAC mo-as FOP CENTER . ° . 0 ° . i.' • • • . . . COLUMN L.Pt.IF LOAC5* UP70 2048 1' • ° 4 . . . . 4 t"si • AFFACEVENt OF PAS?: 10 11MPER DEg : . . . . . / -/ : ••-, - / 4 50 1 1980 25,o . 2774 -16C 556 • . ,I3 , . 1710 2052 1 2:94 2756 I 5078 1 ,--- i ; DATE : FEB 2002 roP IFLIF11.0A05 IN F OF 2048# 5'FC1AL ' °. 1 55 2250 i 2736 • 3192 -. 6-=8 410:4 I I*111‘ ° . ENGINEERING ZGUZD 4 #12 X 2-1/ 2' WOOD :: :;, ; OP COLIJ ' ,,_;05't ' TO 10BC# 1 -- 1 --- -.- • 1 ' 1 , , . • ' 4 ' ■ 'K.) • 199 252 i 2709 i 5096 : 5=I6, . , • . , SCALE: NTS :,• . 6 4 12 X 2-1/ 7" WOO ':: :I: r'. • 0/425"° LP ■0 1360 '-' . 40 1 2580 1 :C96 I 5612 1 4128 ' 4644 1 (*Pier to (Ale A 6reet 4 igr rsdoic -.,,,t. whit loath) . - a . * . , .., 0 8 TI 12 X 2-1/ 2" •,•;• T.' RLEW5 FOR CENTER COL - ' T LOADS.' . ;---44.---4---- •"•- TADLE INCLUDE5 ROOF P ft', DEAD LOADS DRAWN BY . TAR- INCLIVF5 POOP DEI•C LOAD5 : MJG ;- - I., • ' .• . • 4 . 4 L410 • • - - ORG NO. S-4 Aft nra COLUMN To I3A5 5C-110N ( Refer to table A sheet 4 for rick? cdurrn uplift loads) 4 OF 5 OM r U a Z � MOLE I: ALLOWAGLE SPANS ( F EE T) FOR 6" THICK SANPWICN PANEL TAPLE 2: ROOF PEAC TION LOAPS ( PLF ) K ROOF 5LV'PORTS ' _ "' "' GENERAL NO1E5 ANP SPECIFICATIONS P ANEL CO CO ROOF LIV �' OAD ROOF LO AF + / C PSF) (P5F), - 10 15 20 25 30 35 40 45 50 55 60 I, THE DESIGN OF THE 51RlJCiURAL ALUMINUM MENDERS AND CONNECTIONS HAVE PEEN � � � . OEFLECTiON I Ma��IN 45 50 55 60 (Ft) I PERFORMED IN PCCORPANCE WIiN THE REOUIREMENt5 OF THE ALUMINUM P550CIAilON DESIGN w e CRITE .� ` 10 65 90 115 1 9 0 165 190 215 290 265 290 315 MANUAL 1994 ANP 2000 EPI110N5. - x L/ 120 20 �omn 15 15 14 13 2.UNLE55 1994 VG' NO W. A PE51GN HORIZONTAL WIND LOAF OF 40P SF WAS U5EP IN THE CL a x II 71.5 99 126,5 154 181.5 209 236.5 264 291.5 319 346 DESIGN OF THE ALUMINUM FRM4E CONNECTIONS. 0_ • L/ 180 19 18 17 I6 4 14 13 12 IZ 78 108 138 168 198 228 258 288 318 348 378 THE [-OAP GEARING COLUMNS HAVE PEEN PE5IGNEP TO WITNSTANP A 40P5F HORIZONTAL WiNG (f) N L/ 240 19( 18 16 15 14 12 12 II 10 LOAD ANP THE MAXIMUM AXIAL LOAD OF 5270L135 IN T COMGINAilONS SPECIFIED IN THE 13 84,5 117 149,: 182 214.5 247 279.5 312 344.5 377 409:5 1999 GOCA, 1997 LAC, 6th Ed OF 1NE MA$5ACW5 5 STATE PULPING CO DE, 2000 IX ANP CC o EAGLE INCLUDES ROOF PANEL GEAR L OADS V 2003 IOC ANP 2005 OHIO PUILPING COGE = 14 91 126 161 196 231 266 301 3�6 371 406 /� // 3.TM5 ALUMINUM FRAMED PATIO ENCLOSED V LL GE CLAD Willi VINYL SNAP ON COVERS. FOR Cr) 2 %/ 0 15 97.5 135 172.5 210 247.5 285 322.5 360 397.5 PURP05E5 OF CLARITY THE VINYL COVERS NAVE NOT PEEN 9-IOWN ON THE PRAiMNGS. EAGLE la: ALLOWAGLE SPAN5 FOR 3-3/ 4" THICK EP5/ ALUM SANDWICH PANEL I6 104 144 184 224 264 304 344 4 VINYL WINDOW ANP P OOR F RAME5 A TH EIR CONNECTION TO TJ-E ALUMINUM FRAME WAVE U C � 4 v GEEN DESIGNED GY VGA. OAKLAND, NJ FOR A 40P5'r MP' LOAP. W LIVE ROOF / SNOW LCAP (P5P) 17 1105 153 195.5 238 280.; 323 � /��j j , F __ - _ y• THIS PAt10 ENCLOSURE CAN GE CGN51RUCiEP ON TINDER FRAMED DECKS PROVIGEP THE PECK [ / ., / Z / / � ANP ITS FC011NG5 HAVE PEEN PROPERLY ENGINEERED TO SAFELY CAPRY 1 E ENCLOSI RE AMP z n DEFLECTION ti 5 18 117 Ib2 207 252 291 .. �t r -,., - -- N' < 20 ': 2; 50 ' 3 40 1 45 l 0 ' 55:60 / °"� PECK> PE>IGN LOAD. 0 CRITERIA 1 I i TAGLE INC,'UPES ROOF PANEL GEAP LOADS \6.TH15 ENCLOUSRE SYSTEM I5 LIMITED TO R ECREPa1GN ANP OUTDOOR LIVING PUPPG9E5 ANP 15 Q L/120 16' 15' I 14' 1 1 13' 12' 44 8" II' 110'6"I 10' I M UGNS TO G L USED AS n CAR 0 GAP AGE OR NAGIiPGLC ROCM. . \NOT :--- ...- ..._..�.____ --.....____-�..- _.__ - 1 TAGLE 3: ALLOWA IMNP PRE55U?E FOR NON- AXIAL LOAD GEAP.ING CENT:R LL ✓; nRf , L 180 14' 13' , 12'4 "' 11'8" i 11' ;10'6" 1 10' 9'6" 9' L /1,Y] ^ U / I COLUMN HEIGHT ✓ -1 > / . %� MAf ER1AL5 L/ 240 12' 4 "' II'8" II' 10' 6" 10' 9'6" 9' 8'6" 8' COLUMN (FT) '9 /0 /" " SPACING _ / SOILS �,' EAGLE INCLUDES ROOF PANEL DEAD LOAFS (FT) 8 9 10 II 12 13 `- ` - - :' A. ALL FOOfING5 SHALL LEAP. ON LEVEL,( WiININ 1:12) UNGI5tl.3'GEP SOIL OR PPPROVErP ENGINEERING FILL VAIN AN ,N.LGWAGLE 501E GEARING CAPACITY OF IOCCPSF.FOOfING = , SHALL 40 4G 40 4C 40 405 'S% /N ' , : � ' : ,. ' J EXIEND GE 11-1E FRGSf LINE CF Ilf LOCALITY. 6 40 40 40 37 32 27 (AGLE 4: COLUMN UPLIFT LOAFS (LG5)15t C0 / CONCRETE CI) 8 40 40 38 30 25 20 A ALL CONC?E1E TALL CONFORM TO AL!. REOUIREMENIS OF ALI 301 " SPECIFICATIONS FOR PANEL COLUMN WING LJPUF PRESSLiRE C P5F) * TAME INCLUD:S ROOF PANEL CFA L OAFS STRLICTUP.AL CONCRETE FOR GLIIVZINGS. Lial 1 SPAN SPACING TA3LE 5: °EGUIREG SIZE OF RIDGE ;EAM TAGLE 5 CONf'0: REOUIREG SIZE OF FlOG: G:AM G. ALL CONCRETE SHALL NAVE A MINIMUM COMFR:5SIV 5TRENGTN OF 3000 ?5I AT 28 GAYS (FT; (F T) 10 15 20 25 3G 3 __- _. -_- _ _ --- __ --_- - - -- - - - - - . ANP W ERE EXPOSED 1O • IE EXiERIOR :N /IRG'MENT SWLL NAME AN :NTRAINE: AP CCNTENf PAt�IEL ROOF PIGGE GEAM SPAN (F f) 1 PANEL : ROOF - RIDGE GEFM SPAN (Ft) . or GETWEEN 4.5 a TO 7.0% . 10 4 140 240 340 440 540 b40 ! -- 1 - - - -- C. A A. REINFORCING STEEL SHALL CONFORM TO ASTM x615 60 K51 GEFPOMEG GARS NIP SPAN LOAF -- 1 SPAN ; LOAF 10 6 210 360 510 660 810 960 1 (FT) I (FT) 10 1 12 14 16 18 j ` (Ff . I (FT) 10 12 i 14 I 16 - - 18 A5TM AV f At5 (1101 , ' 2 / ?X8 , 2 2X8 2/ 2X10 2/ 2X12 ! i / , II 2/ 2 X8 ' 2/ 2X101 2/ 2)12 2 ?C5 10 8 280 °80 680 680 1080 1280 ! 8 1 20 1 20 II � 5" L'� StRIIC URPL ALUMINUM / <f 5 12 4 168 288 408 528 648 768 8 -7-- 2 - -_ ( - - ` ?C A. ALL E XiRU51GN5 SMALL GE AL 606546 ALUMINUM PPOVIGEP GY ENCLOSER: SUPPLIERS .. [--7---1-17 25 2 / 2X8 / : Z/ ZXI2 2/ 2X1 2,' 2/ 2XIC; 2/ 2X12' 2/ ZXI2 i � I _ 111._5 "' .-VtLY11.2.'LJL _ _-- t _ -.__. INCGI'PORTAIED. 12 6 252 432 612 792 972 1152 30 I 2 PC5 - 2/ ZXIO 2/ ZXI2 E�2 . C5 E '�5 P�7 6. ROOF PP SNA L G= 6" TNIC< SPaUPW1CN °ANELS MPNU PCTLIR G 3Y NCLOSJR p 2 / 2X812 / 2X101 2/ ZXI2 = n 5„ v, . u 12 8 336 576 816 956 1296 1536 - - - ._--- '- -- _ -._.� ...! 1 ' P S ; I 2 ?C5� ° ?C5 t SUPPLIERS INCORPORfA1EP. ENE DANIEL CORE IPLL 6E E (P vNP G PGLi'SiYPENE WiiN Q 35 2 ?X8 1 2/ 2X12 2/ ZXI[ 1 2 PCS / 35 2 XIO' 2/ 2X12 1a:y •/L ; ILZ" .�ti: 14" ' VL N51t1 OF I.5 PCF. THE P fVNG GOTTG'M SINS IPLL GE 0.024" ALUMINUM w M 4 196 336 47a 61 b 756 89b -b- - -- - - - - - I �:` �'/ // - - - - 2 °C5 2 PC: i Z P'S 2 /PC5: G (3105 PANELS NFL L WYE A 0.024" /ALUMINUM w --I p GE PC5 7 PC5 r qQ [/ 2X1 q „ NEEIHIN N374 PLIEPNAII\ ANEL TOP ELY THE P p 40 i 2/ 2XIC 2/ 2X12 . `„ ; '.?" L\ ; II. =5 L , A U 1 1. ,, 7 LvL 14" .vL GOTtGM 5K1 1 ANP A 7 / I6" 05G'O SKIN, THE ?PNEL5 SNPLL GE A MAXIMUM OF TN PEE FE T p 0 C/) 14 6 299 704 71 1 924 113} 134 ?.; ! VL ! II " . /L. �� /// - -. - - - 2 PCs ! 2 ?C5 i Z 1 t 2 PC5 12/ ZX8 2 10 2/ ZXI21 (3') WIPE ANP 1PLL G: OT EP GEtWi EN V o06. fb I GEAMS. w - F 1 9 ' 20 2/ 2X8 2/2X8 2/ 2 X10 1 2/2X12; a•5 „ 12 ; 2 0 0 9.5 '�t - `AL :11.2 �'LVL Q m Q 14 8 39< 072 952 I2 I ,12 1792 J 2. 5 E 2 C7 2. 7 1 2 Q d 25 2% 2X8 ` 2 X10' 2/ 2XI2 Z PC5 2 • PC 2y ; 2/ 2X10' 2/ 2 ro y LA u35" - tti 11.25" LvI ° SCREWS w O p • 16 4 224 384 544 704 864 1024 ( �v " L` II•Z5" LVL ' 2 ?� '124i" 4 a , NEST METAL REINS SHALL GE STWNLE55 5(EEt - , ZINC PLAIEP, GPI. VANIZEO STEEI. OP z 1- _-- - 2 P C5 : 21;731 12 5 ! 2 PC5 € C, ! w U Z < 3G 2/ 2X8 r 2/ ZXI2 2/ 2:(12-- : > G 2/ IG 2/ (12 { L /L , IL25' LVL LV' 2024 -f4 AL p - - I b 6 336 576 816 1056 12% 1556 1 11.25 ti': IL< LVL _ -- 2 ?C5 ! 'CS Z ?C s 2/ PC= < < < 4 4 p - 2 PC 2 PC5 2 C` 3r I . G, ; AG SCREW: - NOU,G G' GANA NLEG STEEL WITH A MINIMUM GENPING YI;,2 STRENGTH OF v ,- v 16 8 448 168 1088 1408 1728 2048 35 2/ 2X101 2/ 242 / 2X1 y„ ;VL,11.25' vtl IL25 "'.VL; 14" - Q w a 1 __ _ ( v ;" LV. 11.5" >ALI11.32" LVL j 2 P S 60.000 L CfWS XPJ L HAVE A MINIMUM E b1GEGPNENT PEPfN OF 8 X LAG SPEW 18 4 252 432 612 792 972 �� 40 t / 2X101. 2/ 2X12 - „ ' 1 ; F C S C ; I4 L VL . I � � 2 /ZXI2 5° LVL (n � ■ IL87" L_ ✓t I9 pvL PIAMEiER in _ X 9.7 L A�.. j v - 2 PC5 Y 2 PC5 I C . W COG XR WS `HAL IAVE A MIP IIMUM G ENPING YlEL2 StRENG1N OF 80,C00 P51 _J < - 18 378 648 918 1188 1458 10 70 2. 2X8 ` 2 / 2XIC' 2 /ZXI2 -/ 2X12 (� 1 - 0 =/ 2X8 2/ 2XIC 12/ 2X121 II. , Lv.11.27" WI.: _0 11.25" .V! - -__ -- -- G. GONG TE ANCHORS SHALL GE ZfVv1AC N/JLIN MICHGRS W1IH STAINLESS STEEL NAIL OR m r � 4 1944 2 PC5 2 P { 25 2/ 2X10' 2 / ZXI2',` ?7 C S V PC ' EQUIVALENT. 1--- 18 8 504 64 1224 18 /� 25 2 / 2 X 8 2 / 2X101 2/ 2X12 1 . L`rL 11.25 x11:57 . L �j - - - - - - -- ----- -'- - -- 2 PCB 9.: " L I 1 " •3 C/ - °C5 2p(s ii z " % ? C5 1 2? 2P /PC5 20 4 280 8o nao 2, o � / zX12 L ,� 1 9 .5" L +.L ;IL25" 14 - v5 1 30 2/ 2X10 2/ 2 X12 , ���� ,_ - IL25" L /t ILA . ! _._ - Z r< DATE: OCT 2005 20 6 420 720 1020 / / - -- i -_ -_, ' _.. -Z P�5 2 Pry 2 PC5 1 2 PC> P . 2/ , 2/ 2X101 2/ ZXI2 35 2 / 2'(12 y„ L '� t r - 14 ; 5 .VI :11.2 VL .8: L _ , 1. �_- SCALE: NONE 2 0 8 5'00 960 1360 " , 1 ; ' P 2 PC5 ' 2 PC , ' 3 PC5! 40 2/ ZXI2 [ PC P ` P • . : /L ' 40 -1 2/ 2X12 9 un ; I L 2 y " L, USE TAGLLATED `:!ALLIES POP LPLIFf LOADS ON CENTER COLUMNS 19." LV� ;11.2 L';LI 11.2, " L /L I i /t 11.25 ', 14" - VL € DRAWN BY: MJc COLUMNS IS I/ 2 OF 114E fAGlt ATEG /ALLIES FOP Lt'LIFT LOAPS GGN CGRNE? TAGLE INC UGES ROOF P.aN1EL ZEAD LOAFS ALP GA5:2 ON SOUTHERN PINE Na I CRAPE GIMEN5IGNAL ,UNDER ANP o R a No. 5 1.75 "N NICK X 19E MICROLLAM PA- GY (RU5 JOIST s of s fOTA�. LOPG GEFLEC'ICN AMP TO L/ 240 * `POLE INCLLIGES P.GGF PANEL GEAG LOAFS CITY OF TIGARD - SITE PLAN REVIEW BUILDING PERMIT NO.: e » -LY q St. / PLANNING DIVISION: Required Setbacks: 01 Approved ❑ Not Approved Side: 5 Street Side: From. I5 Garage: Rear: Visual Clearance: pc Approved ❑ Not Approved Maximum Building Height• - feet CWS Service Provider Letter Required: ❑ Yes A'No 0 Received B? : l Date: - 7 n7 ENG NEERING DEPARTMENT: / Actual Slope:L% igf Approved ❑ Not Approved Site Pia • @rAppr0ved �] 7Apyroved By: Af_ Date: B Notes: TY OF TIGARD - SITE PLAN REVIEW BUILDING .: MIT NO: 017 �3 Street Trees: • • , ,rove, • Not Approved Protected Trees: • , ro 0 Not Approved B : Date! Nes: li STREET TREES MUST RECEIVED tE,CVED BE PER APPROVED DEVELOPMENT TREE PLAN AUG 7 2007 AU G 0 7 2007 CITY OF TIGARD crrYOFTIGARD ON f BUII.DINP2nt ON BUILDING DIM NOTF: r. ° Z \\ THIS SITE PLAN DEPICTS THE GENERAL LAYOUT OF THE HOUSE 4-- ' Q r PROPERTY OF m \ \ WITHIN THE PROPERTY LINES. DIMENSIONS SHOWN DEPICT tea-- O o JOE 4 PAULA THIELEN MEASUREMENTS THAT WERE ESTABLISHED BY USING A TAPE Z I (503) 57q -5199 \ MEASURE REFERENCING THE EXISTING FENCE. NO FORMAL SURVEY O ^ Q Z5,2 WAS COMPLETED TO ESTABLISH HOUSE LOCATIONS, PROPERTY 1- u 7 1 d SITE ADDRESS: LINES, OR MONUMENTATION. J vJ - 13.443 SW HILLSNIRE DR. / , to TIGARD, OR 97223 / \ PROPERTY: r \ Q U PROPERTY ID: W259903 / 0 4 COUNTY: WASHINGTON /' CZ STATE ID: 25104CA07100 V TAX LOT 7100 O '� - ' / � © © ` \ Q I / LEGEND: p / __ - J -• J 7 �.- © J EXISTING ELECTRICAL METER '' 'i ' ' / Z _ NC / / / Q EXISTING GAS METER 3 ill (E) l � /_ T ' DRIVE lil O v ' ° „ N © EXISTING WATER METER 2 i / ' `\ _ - - W4 Y L ? N p EXISTING SEWER CLEANOUT - ' r - , / w O ocn� r / , y ' ao 0 / / 11.1 o o m / a- tu ce (NI / ` / / / V M2M / I , O / Ln kri (N) OVERHANG r '/ a W (N) PATIO ROOM I / DL U Y� / ` / c O Z / r 13dd3 SW NI DR. � L11 N / / / 7- (E) OVERHANG (Y , , :1/01111111 (E) HOUSE �` w ' L 5- 1= u / CL 2p 3 ,} ` (E) 15' EASEMENT / / 18 2'4- +i / ' 30 / n Q w - - Q \CI / 7Z--- - - 71.69' r - - - - \ APPROVED BY CLIENT Q J w U- SITE E PLAN L A N D ATE (I) 1 vI i� 10' NORTH I W ; wit. JULY 2C07 ln I of 6