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Specifications i AS ALLSTRUCTURE Engineering LLC 7140 SW Fir Loop, Ste. 231 • Tigard, OR 97223 RECEDED v:503.620.4314 •f: 503.620.4304 AUG 1 4 2007 www.allstructure.com CITY C TID ' :. ^DIVISION STRUCTURAL DOCUMENTS Project: Allstructure # 07253.00 May Awning Kekua F/S Sunroom Tigard, OR July 11, 2007 TABLE OF CONTENTS: .. ; . _ Sheet No. .. . • _ . - . STRUCTURAL CALCULATIONS 1 -13 . _ CONTRACTOR SUPPLIED MATL 14 - 21 • • NOTES: Al structure Engineering LLC was retained in a limited capacity for this project and is responsible only for the items described in these documents. ���FO PR /E �1 CITY OF TIGARD 1 4,Gl EF Approved ?ATS V F OUt . [ x1 - : • PE C -onditionally Approved [ . ] I • • ''.or only the w rk as described in: PERMIT NO. Dip -00 9ct) -ovHa r •+ GON See Letter to: Follow [ i / ,A tech _ L J 1‘..v 6 .lob Address: J S S1 �u� 3 ` ��3_ Date: So d 7 EXPIRES: , • OFFICE COPY rt 5.',:ifI ziia pun 1 1 il 1 j — _ . 11 .C-A4. 1- aVt- , ;-. , „ - e I 0 ...;aux ut riGARD SITE PLAN REVIEW - - ' ... AUG 1 4 ZOQ1 '1 ; • NAY AWNING AND PATIO CO. BUILDING PERMITNO.: - - 6-7- CO , • IP.Wro ' ' ' . -, , PLANNING DIVISION:, ----. - - -- - . , . • . C rre Nell:RD 5220 NE.Columliia Blvd , . - ,, . , . , ,._ fitifI _.. . , Required Setbgbks: '121' Approve4 ' El Not Approved , _ , . -. ; ' - . 'Portland, OR 97218 Side: Street Side: ' °- ,.. - Front. ir ..-, Garage ''- ‘?-6" Rear: ( s' ,, ,-. ‘_• - . Visual Clearance: ' E1 A-ved 0 Not _AppiOved , ' .; ' ' t . . . i • ., . ' 1 . , . . -1---' , - , . , \ " Ma*inium Building 1 feet, 1 II . _ . , CWS Proyider Letter Re_citti5e1 Ag Yes aN6 i ' 1- . _ ..., • pp ge_4wir" /6 1") F (hub I...e.rps. , . ' . - 0 Received ,d - _ - ,... .. _. I i , 8 : 4 / t=•kierti Date: ,9 (7/07 _ r , _ 1 1 . , I : . ENGINEER1N t DEPARTIVIENT:' - 1 1 . _ .. , , Aciiiad SiO6e:_.-3 % ClIAp. oved a Not Approved , - ,., ' :d -.• pp • Ved 0 Not Approved a = - ... , ,,,_ ,-.............,, H IA . , . , . ) , .. , _. . . . , ,. • .._ ' , , . , . . . . . , . . CITY OF TIGARD - SIT; PLAN REVIEW --.,-'•'d7_ o _ . ' . • , - , ----"--- 7 : ,,, - . j .,.. • .. , , :. BUILDING PERMIT NO -7 06 - -. 1 2 _ .., , - e Street TreesTrees: : . -. 0 Approved 0 Not Approved I ' Protited a ApPrOved - 0 Not Approved , : Dati.: ..• - BY: . - , • Notes: 2 0 0' ,._ u • , a 1 a, ' ■ 3 s , , - 6- 5 0- . . . . . _ , , - , . . • , •._ _ . , A . • - . 1L159 : ,., I . -.83: CI- . . ,: ' u I ,Pilv '? , 0 II ' I • i2..`x 2-0i . f., r` : ___ ._..:. -._. ____ cn .. ) ' al . ...,. - .., en —1 .. - - - 0 - - , (0 51 lat5C15 ro cn .. - 1 . _ - a:! o i 6 , . • c .? 2 z ,., . . ' ■ . v o ■ , o < C ,'% ' 2 1 0 ' J . 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' ,, , • . .. . . . . . • 0'-6" , r116" . -.11 11.•- 1 i . I . . , . ■ I • • • . it - t._ 9 i c?. 1 A 6 . /__ 1 . i I . . i . . 1 . I i • I I 1 i i . I • ' . . . i . .. . i . 1 , i . . , . . .. t 1 1 i . I. . . ) ; . • , ..1- ___,_._ _ . , . . . I . .. . • . , . _ _ s • • . 1 ' ----- -- . _ . . , . • . . . . . 1 . ,,... . . „ . . I i . . . , • . _ . . . . , . . • . , . . . ; • •. _ • , ., . . . . . _ . . ). ; ... . . . . . . 1 , . . , . , • I ; • ) _ , L...., .. . . . . • _ „.. . 1, _ . .. , -1 . . . • . . . . . , . . . , . , . • . 1 , . . , I 0 2 24 . i . . . • . • 1 , ; . 1 1 I I . r _ 1 , Y i A tt . al. : _ v 1 z. . . . . . . Projoct No Boylston • Boylston Dale lievlsbn By Flto Horne Four Seasons Sol ar Products LLC _ . , • Kekna2097 pin . May Awning 8. Patio Co Account # 49150 Dote Sheol nnmeer • • • I 5220 n E Columbia Purchase Order # - -- — . Customer Name , Portland, Or 97218 Orem By . Customer Address 5 BID Macre . - . , I 503-282-0140 Customer Phone # Scale PnljeCI Name NOW. note comes hers . , _ . . . • . , , . - . . ... . . . . . , ... ... . .. . , , .. . ... . . , . . . . . , •. . . . . • . . • - - • ' . . . . . . . . , • . , . . • ! . 12'-0" -...1 ___ 3 1/2" . , 71 1/2" • • 59 1/2" 1 3187, , — In, -eel —.... ; . • 1.3/4" I i . . 1 3/4" ' . . • I . . I ; . . , • i I' 11 I . H • 1 • ' I • . . : I 1 ; i • i • . • • I . t..) 1 j 11 II • -,. 1 '. • , . ; . i 1 ■ . , . II . f-ru i .. .1 I ''il I . I i # _ . - - - i . . • . . . 1 . . I . 1 i:3 - : . .. • . . ... .., . . . . . . .. • 1 , • - - • , I . . . . • . . .. , . 1 ' . t f- • . • . _ . • . . . 1 . : • . • • . , , . I . . , . 7 7 4=. . _ _ . . . . .. : I , . . , .. i . ; . • . . . i . . . . - . • , . _. , . . .. . , . . • . • . : • . .. . ,. , . ., ' . . .. .. • .. . .. . . , • . , - . • . . ,- i I - :: ; .... -,,...,, . .. . •: , ..: : , - . „ ' - . • . . 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I-;."1 _ , Z . 1 , I nh , I , IF A _ I . i 1 : ! i. i ...: • . i , , • .; . •. , 1 --. .7, .• _ • . - . • . . . .. _ . . . . . . . . . . - ,' ; ti• .:- , , . i • i , . . t ; .11 • . . .1 . 4 5/8" 11 . 1 il, • I . • • . . 1 3/47. • 1 3/471. •I 1 - • _i _ I ., • 3 1/2" 1 71 1/2" ' . • 59 1/2" 1 3/8'1'1- 12 I _ . , . , • . . 1 , •- . . . , . • . . - . . . . .. ., . . . ' . • . . . . . . . . . • '• . , •.,• Project No. Revision SI .. Revision Date: ' Reelslon By: File Name: Four Seasons Solar Pr Oduct s L „L C • NeltuaYers7.pin , -- • ; ' - • . • May Awning & Patio Co. Account # 49150 .. • Date, • Sheet Number: Purchase Order # • • ' 5220 n.E. Columbia Customer Name . Portland, Or 97218 Drawn By: • 6 Customer Address • . . , • . Bin Moon, 503-282-0140 • ... Customer Phone # Seale: project Name: Notes, •• • • 1/2" e l' 0" '• note here., ....- . . . - . , . . . • , . . ,. . , • , — — - V% 1 ./ .07.17.6te AW. 4.111101111/ • , : i 1 ,,,,, • I 03 \ ....; • • • , 1 h • ., • . i - s _ _ 1 • , . . , . . iti. IM 1 1 ' 71 I tt—iillaiii\ • . i ,. . 11 V. v , i ' l _ I I ir imillr !I --- - II . .., • , r 7k 1 -- 1 . . • . i • _. 1 • , 111 - . . , • • g - . . •. • . • - Li i i=111M- El=111MMII I • 11111 . 1 ,,,, ... ,, •••,,. i. - . . . 0 -.- ,...- k ..._ ,. ',' ••• ,,',:::, -•••• r ,,,.'•.i. ..-:: ,It,.• ,. , ,,, 1 .. ,-., , _. ,. • _ '-,-..., ',.... • ••• . 7 i -.,, -," ;:3 •• i 1 1 F •'• .'_-_,, - --, • . 111 .:.,,,. -1- -,`,, — : • . 1 ..; 1 I. , 1 ' • . ' ' - '''------— ''' . • . ' : . ,..= . _ . ' illIffilligill -. ,. . I I, •-• ' - • I . . . , --- . . ..- . I 11 • ---II . ,- ) - i . 1 I i _ 1 Irlan 1 1 , ,, ;-::?', ;' ' '--_ ---- ' •-..--`-' " ' _,,..;.;,;-; .....:,. ) .- ' - .--:: ',- '' .!; '' -; — . ■:-.• .-;* -, . :'..-,• ' _ i; ; -- • :' .. •,.._ , I 1. ,..- 'r. t • • ‘0 ,..,- 4 . . ■................■ _ -. I 1 . - , , . , _ * i 1 ' . • L _ • 1 H 1 [\\ . _ • _ . .1 1 1 ' , . _ ,,----- 1 , . I 11 fill • . I . _ . . . . • , . • ,..... '. • ‘..,.„.. . • . ■ ■ I Four S e a s o n s Solar P r o d u c t s L L..0 Propel No Revision a Revision Date Review, By FIN Name - . • Nekna2007 pin May Awning & Patio Co Account # 49150 . M - I Sheet ' ' . 5220 n E Columbia Purchase Order # Customer Name. Portland, Or 97218 • . .. • ' - 1 i :- Customer Address _Drawn Ny _ 503-282-0140 Bill Manna ' ' , Customer Phone # Scala Project Name Notes • • • . note comes here r. , ' . i SERIES 230 SUN * SHADE NOTE: THE FROM WALL LENGTH OF THE ROOMS U - STRA I G I1 T EAV E DESIGN DOES NOT TYPICALLY GOVERN THE STRUCTURAL DESIGN. ...I '^ THE FRAMING 15 CONFIGURED A5 A BAY AND THEREFORE a f GENERAL NOTES IS REPETETIVE. CONSEQUENTLY, A FOUR BAY ROOM 8 n. SEAL BEHAVES IN A SIMILAR MAN NER AS A TWENTY B ROOM F 7 A FOUNDATIONS L N r l y ILIDING BUT NOT LIMITED TO FOUNDATIONS < DECKS, SHALL BE DESIGNED gY OTHERS, I . ALL. SCANT CONFORMS TO TT- 5-001543 -A. TT- 5- 002306. ASTM C -920 TYPE S. ` . ) N I . ALL SUBSTRUCTURES INC 2. CONNECTION DETAILS SHOWN ON DRAWINGS INDICATE MINIMUM REQUIRCMENTS BASED ON CAPACITY OF GRADE Ns. CLASS 25. FASTENER SCHEDULE FOR STRAIGHT SAVE POURS SEASONS COMPONENTS. The ACTUAL CONNECTIONS ONS TO SUBSTRUCTURE SHALL B OTHERS- E DESIGNED BY I- GASKETS TO EXISTING STRUCTURES 4 FOUNDATIONS A 0 I • . ALL GASKETS ARE CO- [MELDED AND ARE NON- MIGRATORY. O 0 r y 0. EXISTING STRUCTURES COMPONENT FASTENER NOJSPACING I . Trf CAPACITY OF THE EXISTNG OR NEW STRUCTURE TO RESIST AIL LOADS tso05ED BY THE FOUR SEASONS ROOMS J. DEFLECTION CRITERIA (MIN.) FASTENERS a SHALL Be EVALUATED BY OTHERS. I . ALL MEMBERS MEET OR EXCEEDS TITS FOLLOWING MINIMUM DEFLECTION LIMITS: Q C O 2. CONNECTION DETAILS SHOWN ON DRAWINGS INDICATE MINIMUM REQUIREMENTS BASED ON CAPACITY OF FOUR. SEASONS LL DL + LL 318 m BOLT W 2 (MIN.) @ EACH COLUMN O 4 C:OMPDNENTS. THE ACTUAL CONNECTIONS TO LUSTING OR NCW STRUCTURES 51'IALL BE DESIGNED BY OTHER a. STRUCTURAL ALUMINUM: mac UI 20 COWMN/SILL I IR. WASHER AND I6' 0.C- Buz.) Ce S. 3 0 b- PANELS: U120 • C. STRUCTURAL STEEL c. W000: V 180 V 180 2 IN TOP 6' (3' APART) 1. La Z W I , ALL STRUCTURAL STEEL CONFORMS TO ASTM A36 OR ASTM A572 GRADE 50. d. GLASS: V 1 75 - - - -• WALL COLUMN 318' 0 C 30' O.G. (MAX,) VERTICALLY O y p b F K CI D. AWMINLM - . DESIGN LIVE LOADS 2 01) EACH SIDE OF PANEL < U STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE FOU.OMNG a r ed 1. ALL STRUCTURAL AWMINUM CONFORMS TO THE MINIMUM REQUIREMENTS OF 6005 -T5 FOR ALLOY AND TEMPER LINE LOADS: RIDGE 3/8' m AND 2 Q 16' O.C. (MAX.) ('/] W m 4 EXCEPT NOTED (6 PER LENGTH OF PANEL MIN.) Z Lu O Z GREAT ROOM 12 RIDGE BEAM 6063 •T6 I .IMPORTANCE FACTORS; WINO PEA = 1.0 NOTE: ALL FASTENERS SMALL BE STAINLESS STEEL 0 h • CORNER COLUMN 6063 -T6 SNOW (Is) . ILO tH a . Pt-COLUMN 6105•T5 5B5MIC (le) • 1.0 w < 2. ALL STRUCTU • RAL CTUL ALUMINUM WORK CONFORMS TO TART I-A - SPECIFICATIONS FOR ALUMINUM STRUCTURES' _ • ALLOWABLE STRESS DESIGN' OR PART I-6 • SPECIFICATIONS FOR ALUMINUM STRUCTURE`, - BUILDING LOAD AND . LI VE LOADS SCE ENGINEERING TABLES FOR MAXIMUM IWIAYABLE ROOF LOAD y to 2 RESISTANCE FACTOR DESIGN• OF THE ALUMINUM ASSOCUITON, INC. SEVENTH EDITION, EFFECTIVE JANUARY 2000. 3. SNOW SEE ENGINEERING TABLES FOR MAXIMUM ALLOWABLE ROOF LOAD 3 01 to . IN ALL INSTANCES WHERE ALUMINUM COMES INTO CONTACT WITH 5TECL PROVIDE DIELETRIC SCPERATION. V . 4. INTERIOR ROOF PANEL FACING 15 ALUMINUM UIRE CONFORMING TO REOMCNTS FOR 3105.1254 ALLOY AND TEMPER 4. WIND LOAD SEE ENGINEERING TABLES FOR MAXIMUM ALLOWABLE W IND S PEED in WITH A 0.024 THICKNESS. to 5. EXTERIOR ROOF PANEL PACING IS ALUMINUM CONFORMING TO REQUIREMENTS FOR 3105.1254 ALLOY AND TEMPER 5. SEISMIC LOAD SEISMIC PARAMETERS ARE AS FOLLOW'': O C • WITH A 0.024 THICKNESS. w G. A MUM ROOF SKIN PANEL RECEIVES ONE COAT OP PRIMER AND ONE COAT OF PAINT. UBC 57: W IN 7. ALL EUIP05ED ALUMINIUM P.CCEIVES ONE COAT OP PAINT. COLOR TO S COORDINACOORDINATED WITH MODEL AVAIWBIUTY. BASIC STRUCTURAL SYSTEM: BUILDING FRAME SYSTEM • UWR FRAMED WALLS =SHEAR PANELS (OTHER MATERIAL _ E. PASTENCRa - RESPONSE CDICA FIC TION FACTOR FACTOR • 5 I I. ALL LAG BOLTS SHALL CONFORM TO ASTM A36. SEI LOIN C FORCE AM # r3 PLIFICATION MPUFI(JATON FACTOR . 2.8 2. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8. BOLT DIAMETER INTO STRUCTURAL FRAMING (0•-42 MIN.) BUILDING HEIGHT LIMIT. FEET h . 65' 3. TAG BOLTS AND 50REY5 INTO WOOD FRAMING SHALL BE PROVIDED wrrn PILOT HOLES HAVING A DIAMETER NOT GREATER 2003 IBC: .. THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE INSERTED BASIC STRUCTURAL SISTT BUILDING FRAME Sr5I EM - UGIIT FRAMED WALLS IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER W SHEAR PANELS (OTHER MATERIAL 4. ALL EXPANSION ANCHORS SHALL BE DESIGNED (BY OTHERS) IN ACCORDANCE WITH THE SPECIFIC MANUFACTURERS REQUIREMENTS RESPONSE MODIFICATION FACTOR R = 2.5 AND ALLOWABLE LOADS AND SMALL ONLY BE APPUED IN CONDITIONS ACCEPTABLE TO MANUFACTURER SEISMIC FORCE AMPLIFICATION FACTOR = 2.5 5. ALL FASTENERS CONNECTING ALUMINIUM COMPONENTS ARE STAINLESS STEEL TYPE 300 18-0 UNLISS OTHERWISE NOTED DEFLECTION AMPLIFICATION FACTOR Cd = 2.5 LU ON PLANS, BUILDING HEIGHT Limn FEET H - 65' F. GLASS 7. LATERAL DESIGN CONTROLLED BY WIND. W = I I. GLASS UNITS CONSISTS OF TWO PANES OF WS* THICK TEMPERED GLASS WITH A 518' STAINLESS STEEL SPACER BETWEEN L. COORDINATION r n PANES WITH AN ARGON FILL. I I. FOUR SEASONS SUNROOMS IS NOT RESPONSIBLE FOR VERIFYING a COORDINATING Q � 2. GLASS CONFORMS TO ASTM E 1300. THE INFORMATIONBCTWEENTHESE DRAWINGS a ANY OTHER DRAWINGS LSED IN CONDUCTION = 3. ALL MC -16 CLEAR ARGON ROOF GLASS HAS THE FOLLOWING MINIMUM PROPERTIES: WITH THESE DRAWINGS. , ^ VISIBILTY TRANSMITTANCE . 16% V 1 LLJ SOLAR TRANSMITTANCE = 10% M. ABBREVIATIONS ui �, ULTRAVIOLET TRANSMITAN(E • 7% THE FOLLOWING UST OP ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON z W VISIBLE o u r s = REFIELTMIiY = 1 1 % THESE DRAWINGS, BUT TO SUPPLEMENT THE ACRE COMMON ABBREVIATIONS USED: g VISIBLE INSIDE REFLECTIVITY . 25% 1. TIP_ - TYPICAL AI < SHADING COEFFICIENT ..1 SOLAR HEAT GAIN COEFFICIENT = . 15 2, SUM. - SIMILAR Y W 3. LION - UNLESS OTHERWISE NOTED N RPUITIVE HEAT GAIN = 39 4. COAT.. CONTINUOUS O ASHRAE WINTER U VAWF = .25 ASHRAE WINTER R VALUE . 4.0 N. CONSTRUCTION SAFETY r ^ 4. ALL MG•SC CLEAR ARGON WALL GLASS 1115 THE FOLLOWING MINIMUM PROPERTIES: I . THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING CONSTRUCTIN. L / - VISIBILITY TRANSMITTANCE . 56 2. THE INSTALLER SHALL PROVIDE I DE ADEQUATE TEMPORARY BRACING. SHORING < WING or FRAMING Ill CZ SOLAR TRANSMITTANCE = 29 AGAINST WIND. CONSTRUCTION LOADS a OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED 0 ULTRAVIOLET TRANSMRAN(Z . 13 FOR THE SUPPORT OF THE FRAMING. VISIBLE OUTSIDE REPI2 TIVTIY = 10 � (F) VISIBLE INSIDE REFLECTMT[IY = 17 O. PATIO I. WHEN USED S E A , ^ USED AS A PATIO COVER (AS PROVIDED UNDER APPENDIX CHAPTER 31 OF THE UBC CODE OR v J SHADING COEFFICIENT ..38 APPENDIX CHAPTER H OR THE IBC CODE): SOLAR NEAT GAIN COEFFICIENT = .33 a. IT MAY BE SUPPORTED ON A NEW OR EXISTING NON - ENGINEERED CONCRETE SLAB ON GRADE. IF SUCH RELATIVE HEAT GAIN . 79 NON - ENGINEERED SLAB 5 UTILIZED THEN THE ALLOWABLE LOAD IS UNITED BY SLICE SLAB AS INDICATED I N A5FRAE WINTER U VALUE ..25 IN THE LOAD TABLES. ASIIRAE WINTER R VALUE . 4.0 U. THE USE OP SUCH PATIO ROOMS ARE UNITED TO RECREATIONAL AND OUTDOOR LIVING PURPOSE. ONLY DRAWN BY: TW AND ARE NOT TO BE USED AS A CARPORT. GARAGE, STORAGE OR HASRABLE ROOMS. C. ROOF PANELS c. 'OPEN AREA OF THE LONGEST WALL AND ONE ADDITIONAL WALL SHALL BE A MINIMUM OF CS % THE AREA REVIEWED BY: AS BELOW A HEIGHT OF 6' -8' FOR EACH WALL, 'OPEN AREA' IS DEFINED AS AREA WITH INSECT SCREENING I .SEE GENERAL NOTES PART D. 'ALUMINUM' FOR PANEL SKIN INFORMATION. 2. PANEL CORE FOAM IS PREFORMED EXPANDED POLYSTERENE BOARD (EPS). WITH A NOMINAL OR READILY REMOVABLE PLASTIC GLAZING NOT EXCEEDING I /8' THICKNESS. THE THIRD WALL MAY BE SOLD ALL O DENSITY OF EITHER I POUND PER CUBIC FOOT OR 1.5 POUNDS PER CUBIC FOOT AND AS OR GLAZED WITH ER REQUIREMENTS OF APPENDIX CHAPTER 31 Pa710 COVeRCS ENCLOSURES* OF Tire 1997 UBC DHERFD MANUFACTURED BY EITHER POLAR INDUSTRIES OR CARPENTER FOAM AND LISTED BY RADCO OR THE 2003 IBC SHALL BE ADHERED TO. • UNDER LISTING NUMBES 1201 a 1 182. RESPECTIVELY, e. A 6'-0' MAXIMUM WIDTH TEMPERED GLASS OR PLASTIC SLIDING DOOR MAY BE INSTALLED IN ANY NON - SEARING REVISION DATE 3. PANEL COMPONENTS ARE BONDED TOGETHER BY MORAD M -640 SERIES AS MANUFACTURED WALL PROVIDED THAT THE WALL IS NOT BEING USED TO SATISFY THE 'OPEN AREA' REOURMENTS OF NOTE C. A 4 BY ROHM AND MASS COMPANY. REFERENCE STANDARDS: ASTM E 119 ASTM E 1300 ASCE 7 -98 NOTES, I) WALL GLASS CODE 74, R•VALUE: 4.0 2) )DOE ROOF PANELS .024 ALUM. OUTER SKIN, 24 ALUM. INNER SKIN DRAWING NAME: OR 230 Sh STREU -0 I 3) ,co, ROOF PANELS 7/16' 0513 OUTER SKIN, .024 ALUM. INNER SRN \ 0 2004 Far Seasons Saar Products LLC. AS rights reserved PAGE I OF 7 J • - a . _ 1 . , N . A. a c 4 _ O r o 0 • f 3 :� co, p . p • Z [[ O Q • O < -. 4".OR 5 ' SCREWS %MTh WASPIERS - h x oB TEK SCREWS '•- 08 TEK SCREWS - 1n i 2 • _ EXTRVAIUMMUM Q < • EXTRD ALUMINUM _ - EJffR'D'ALUMINUM' - • W y RIDGE t'4 . RIDGE co cw • t 0 \ BBTEK'5CREW5 p t \T p ° EXTR'D ALUMINUM. - / � � - - j \ t - w 1 • EXTRD ALUMINUM - ,,, . • a ` .� \ \� \ EXTRD ALUMINUM - - _ _ _ - - - - _ _ - _ - .�, UTILITY EAVE - 1<`• �l FASCIA - - \. - . COVER � ,•; O �► r - _ • EXTRD ALUMINUM _ - '. • 1.1-CHANNEL 000 : - EXTRD ALUMINUM �: - E7(TRD ALUMINUM _ CLOSED SILL �. t — UTILITY SAVE FRONT ELEVATION EXTRD ALUMINUM O // /� / o' .CLOSED SILL• W. Z . \ ++ 1.. GLASS OR SOLID KICK PANEL. 'H 1 \ \ .' � �� ' : SLIDEK WINDOW v � - W • • TRANSOM �' ti i - - .� / . (' W SLIDER WINDOW • -� ` , •, v � j R'D AL _ - - _ .. ._ CZ • 1 . `� am, D 5 KICK PANEL- -��, I � ` ��� _EXTR'DrALL1MINUM - _ - \ _ \ '\ \ \ / ((} n .. . II .UTILITY -H COM. .. � _ EXTR'D ALUMINUM - - EXTRD ALUMINUM - • H- CHANNEL DEEP UTILTY-H - TRANSOM TRANSOM - DRAWNBY:'RN • FRED PANEL SLIDER WINDOW REVIEWED BY: AS • (i ll - • KICK PANELS SO D AU MIN DATE: 4!I 3104 ExrR `\ `DOWN SPOUT KIT EXTRD ALUMINUM REVISION. DATE H CHANNEL 1 J A 4 -13 -04 ' \ \ / / • r L GABLE ELEVATION DRAWING NAME: • I GLASS OR SOLID 230.5h 5TR fV-02 - _ _ ., KIC K PANEL - O 21X4 Four Seasons Sobr Pnueb LLC. AD rights ressiv®E - • PAGE 2 OF 7 od UY ■ CU a S vI Z U z A -- •.. - - - - - -- - - - - - -- - - z 3 _ 2 CI y _ Q �' OUTSIDE FACE a - - rn ce WALL COLUMN WALL I EXISTING WALL a < o (SEE NOTE 4, TYP COLUMN I (( STRUCTURAL., S O L .- WALL COLUMN) FRAMING) Q 2 m 2 N t) ,, g tLJ I - I -a 'i. 8e 0 8 a t 5 lh I /v M r / I O " z L.1 2' _ I T TYP. I T Y P . TYP. W 431 C:4 0 .11 J I I 0 0 ' v UTILITY II UTILITY II ('sr • M COLUMN COLUMN • 3 _ cv (SEE NOTE S) -• 0 U+ w I- I - ' CO 1 �t wo a tu I I • oN › w c W I I 0o � A FLOOR FLAN sCALf =3i8•m I•U ID -- - - -- - -- - - - -- - - - -- - �I NOTE: W Z NIP TYP. 3 I . DIM. TO OUTSIDE FACE OF WALL. C2i 0 \ 2. COLUMN SPACING VARIES DEPENDING UPON STANDARD'H' I WINDOW 4 DOOR SIZES 4 CONFIGURATION. E (l) COLUMN 6 -1Y4 MAX. ON CENTER SPACING. Cr) IL I N (SEE NOTE 3, TYP) 3. ACTUAL II- CHANNEL IS SLIGHTLY LESS u+ F I I THAN 13/4 °:USING 13/4° IN CALCULATIONS OF l Q O WALL DIMENSIONS HELPS TO ACCOUNT FOR W z MANUFAC TOLERANCES IN WINDOW . III AND DOOR DIMENSIONS. ' 0 W to CORNER CORNER 1 4. IF H. CHANNEL IS OMITTED EXPOSED WIDTH OF N COLUMN COLUMN CLOSED SILL IS I 3/8' (TI WILL NOT ALLOW FOR AN OUT OF PLUMBHOUSE WALL). (j7 0 5. MINIMUM FILL WIDTH I 1/8' (H- CHANNEL BUTTING LLI - - - - 3 - - - - - - - - - - - - - - _ I TO CORNER OR WINDOW/DOOR DIRECTLY INTO tU Ali p - - - - - el CORNER). 0 - C. ACHEIVE DESIRED ANCHOR BOLT CAPACITY (FOR L. 8 8 I I I I TY CONCRETE FOUNDATION ONLY). O 0 z z DRAWN BY: Jr 114 W I N N SEE NOTE 2 I SEE NOTE 2 I SEE NOTE 2 . c I REVIEWED BY: AS I «) - SEE NOTE I SEE NOTE I DATE: 4/ 1 3/04 I 3/4' SEE NOTE 6 VARIES I ' 13/4' SEE NOTE 6 I — I REVISION DATE O UTSIDE FACE WALL DIMENSION + 3 1/2° A 4 -13 -04 0 0 0 4 DRAWING NAME: 23O 511 SIR [V -03 ® 2004 Four Seasons Solar Products U.. AO rights resented PAGE 3 OF 7 t I C.5 I COI v Z ✓� N 441 10 C:21 �/ h V, F4 C / O. a c _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A • ` WALL COLUMN J - CONTINUOUS � 7 "-OUTSIDE FACE i g I RIDGE EXIS WALL c ed a m A. .066. I . I 1 I (@ STRUCTURAL z ..1 qi °� z FRAMING) O = /411211 , .4 B , I � I I WALL COLUMN Q $ - ♦ © w © © I v I ' UTIUTY'n' I P w NOTE 2 O E 2 I I I COLUMN 1:4 Z ' rrr. 4 .1 eg O o B - , -- - -- -T- - I - - - - - I --- I � SIM, TYP SIM, TYP w w l O I O O I d l W .. -_ UTILf1Y'n 6 oz o 1 o w [ I cw[ I Q I A DJ _ w I ROOF FRAMIN PLAN suuE ..3/B - -I•.0" _ COLU NO TE : - w I w I I I w I D 4 I. DIM. TO OUTSIDE PACE OP WALL. - 2. WALL SECTIONS VARY DEPENDING UPON MODEL O r 5 I I I I G CONFIGURATION. 3. COWMN w a I a I a a I O SIM, TYP OLU SP ACING VARIES DEPENDING UPON v WINDOW 4 DOOR SIZES 4 CONFIGURATION. D m I m l m i m I G '- 11 /4' MAX. ON CENTER. SPACING. ` I _ _ _ _ 4. COORDINATE W rl EAM AS REQ D. p Z v I i I COLUMN D n S FOR NOTES NOT SHOWN SEE PAGE 3 Q O - - - - - - - -- 1 -- I - -- - -- - - - I - - - - — - _ (n 'F LOOR PLAN' SIM, TYP G. ROOF OVERHANG VARIES 3' O' MAX. 1r) ILl �+- CT PANEL I I 4' O.C. I CUT PANgL y SIM, TYP SIM, TYP z STANDARD 1 --/ nap 1 1 TYP. UON I AS REO I A B Q m COLUMN (N') ` , LL J w N O I 8 ! I�r.p 1 ,or o N= I N COLUMN (fYP) I I I I 1' SEE NOTE 4 OC DC CID f W 1- 0 v DRAWN 13Y, JP SI I r • — REVIEWED BY: A5 1- kii O Z W, CONT. UTILITY EAVE DATE: 4/13/04 °- SEE NOTE G SEE NOTE G u� Z �! r SEE NOTE 3 r SEE NOTE 3 1 - SEE NOTE 3 - -'y . w REVISION DATE N SEE NOTE I T VARIES T SEE NOTE I A 4 -13 -04 ID 0 0 4 . DRAWING NAME: 230 515TR EV -04 ® 2064 Feu seams Soler Produ s LW- A0 rights reserved PAGE 4 OF 7 \ 1 • • • • • • 3'm 92 3/8 pp i:. ® UNDERSIDE OF CAVE F 0 y g N n � -4 p S T • 92 I14 g); TOP OF TRANSOM 0 80 5/8' REP TOP OF WINDOWS AND DOORS 1 15/8' REF —1 /8' 22 5 /8• REF • • O N z T N O A • —I 18• FM id" N • $lt G i°� a • N Gl 1111111 ' u li•ffi FT.i! ' AP . 411\ P 41 ,,,_ A 1 15 _ 1 � L I B; 1 2 I/8• NCD 12 1/8' NCD '�� - ---- - - - - -- p TO REPLACE KICK TO REPLACE GLASS Q PANEL WITH FILLER 57' NCD TRANSOM WITH FILLER PANEL CUT HEIGHT IS 5/8• 22 3/4' PANEL CUT 1 / IGHi L5 5 s 92' CUT HEIGHT OP VERTICAL EXTRUSIONS 1 1 1/16• o ' REP 1T 94 • TOP OF EAVE ELEVATION O fD o F 801S/16' — E °0 in v n UNDERSIDE OF EAVE O nI , g Lam rn In) � 80 5!8' TOP OF WI AND DOORS in a .-411111 1 ,\ IIII 11111111111.11 rit F� - I Nl c1 Z- I. 01.11 imrir ri 411:11 dp �_ 22 3/4' NCD 57 I l2' N 5116' w O n 80 9/ 16' CUT HEIGHT OF VERTICAL EXTRUSIONS I I I/ 16' O REF z 0 8251W • s 923/8' FOn UNDERSIDE OF EAVE n n n L. 92 I/4' s Y Ln . ' - TOP OF TRANSOM UI • 80 5/8' REF TOP OP WINDOWS AND DOORS, 11 5/8' REP I/8' 8 " 225/8 REF 4l N '5 4; 9 : r4 - it iN I - - . i ' i ' A Pp' P 11 * !►�! �a�► =� �►Z�". 1►z l►Z�� • z 4D i # i I r_,r 1 , ....._. P (g) 1 2 1/8 NCD 1 11 /W • TO REPLACE GLASS /'l1 O NCD 1 15/8• NCD 57• NCD TRANSOM WITH FILLER Z PANEL CUT HEIGHT IS -1 n 12 1/W - 0 92• CUT HEIGHT OF VERTICAL EXTRUSIONS I I I/ 16 ' D A . s RAF F 8 94' TOP OF (AVE ELEVATION N PI y 102 � • UNDERSIDE OF EAVE n -T R 1023/4' a =Ln D TOP OF TRANSOM o n ' CO N N fi fiL - 80 5/8' TOP or WINDOWS AND DOORS 22 1/8' REF I/8• TM Gl N'�° Z O 4 0 Z G ti 1 � 5 ._ o At\ _ - -. 1 s - l ■ 11 , "_ r N \ ��. T_ ) :\:- � r te ] . 6 Iiip :i4 , 1 1. , , 22 5/8' NCD i�i 1 - - -- TO REPLACE GLASS AD 22 314' NCD 57 NCD TRANSOM WITH FILLER a b PANEL. CUT HEIGHT 15 22 5/8' • I 1 1/16• O 102 I!2' CUT HEIGHT OF VERTICAL EXTRUSIONS REF 104 1/2• TOP Cr EAVE ELEVATION - • d . • Y.4) (i , SYSTEM TYPE:. 1 • (c._.:.3 m D s F FOUR SEASONS SOLAR PRO LLC. z Z F 2 /.'.7 1 o z to SERIES 230 SUN SHADE _ g TI 5005 VETERANS MEMORIAL HIGHWAY V b !7' Y' STRAIGHT SAVE DESIGN HOLBROOK, NEW YORK 11741 ( 1 A f / DESIGNERS AND MANUFACTURER OF FOUR SEASONS SUNROOMS . . ( • U 2 LAG BOLTS @ TOP 6' OF NOTE: NOTE: COWMN SPACE @ 3" 0.C. CONNECTION ..a g • ONNEGTION VERTICALLY 4 @ 30 O.C. @ EAVE SIMILAR MINIMUM RE °C M CONNECTIONS A 1 @ EAVE 51MIIAR VERTICALLY (COORDINATE SHOWN IN THE SCHEDULE E-. I CONT. EXTRD ALUMINUM wTTH SCHEDULE) h OUTSIDE / INSIDE CLOSE - ON PAGE I . ACTUAL O U 6 1 /I o #8 x I /2' TEK SCREW (h17 1 50) D SILL (A7C5) BELOW OF THESE CONNECTIONS r z OF 1 / OF OUTSIDE FACE OF a o ROOM ROOM = @ 16' O.C. MAX. EACH SIDE I�1 � WINDOW J (A7' I3I U) (@ EXISTING STRUCTU STRUCTURE DETERMINED Q 5 v W EXTR'D ALUMINUM WR'D ALUMINUM 11 O O = h 1 I • � fl I CLOSED SILL (A - 7C5) j, _ i #8 x I/2• TEK SCREW (HT 150) FRAMING) SIX AT EACH COLUMN APPLY CAULKING - .�. ll INSIDE ROO CAULKING I ~ g, � ✓ % 2x6 DECKING OR 3/4' PLYWOOD • BETWEEN SILL 4 WALL I EXTRD Ri C r C FLOOR SHEATHING �"- (j - I CLOSED ALUMINUM SILL (A•7C5) . f (TO BE EVALUATED BY OTHERS) Erb x I/2" TEK SCREW PLACED VERTICALLY AGAINST a m Z w FLASHING _ / WALL (SHOWN) O ( \Q� (BY OTHERS) , (HT 1SO) Six AT EACH �I'' I R EXTENSION O z a g I MINIMUM CONNECTIONS ARE SHOWN ROOM - j GALL COLUMN (, _ �, _ i SILL (A'7X5) a 0 < EXTR'D ALUMINUM EXTRD ALUMINUM " #8 x I/2 TEK SCREW Z _ < IN THE SCHEDULE ON PAGE I . OF CORNER COLUMN STD. H -COLUMN (A7 111) k I I , (H7' 150) @ 16' O.C. Q , f (A - EACH SIDE VERTICALLY V) 8 0 . ACTUAL DESIGN OF THESE CONNECTIONS EXCEPT @TOP 9' Q z • MUST BE DETERMINED BY OTHERS. - - ;I NOTE: PLAN VIE PROVIDE 3 1'ACH SIDE W ° re o f r/j i - - - I I. SEE v DETAI ALTERNATE (SPACE VI o 1 I ../ .4 LS @ 3' O.C.1 z . 2X6 JOIST @ 16' O.C. , 1 EXTRD ALUMINUM G® .42 (MINIMUM) WINDOW JAMB (A7' 13 I U) M • (TO BE EVALUATED BY OTHERS) E. FRONT OF e GABLE ATTACHMENT AT HOUSEWALL w/WINDOW 0 ° Am' 'j I NO7 TO sw1E W • 2X BLOCKING I ROOM r . - G. .42 (MINIMUM) Y�'1, IF REQUIRED FOR LAGS. `; ( I % _— • j j is (TO BE EVALUATED BY OTHERS) � � , , „,_•. „. „•••••• • 1 , / -� / :i --� "mil C. • ---3 112' EXPOSED EXTRD ALUMINUM I - U N I T WIDTH /LENGTH S - H.CHANNEL ALUMINUM I I) __,) INSIDE ROOM - - NOTE: B PLAN VIEW MINIMUM CONNECTIONS ARE SHOWN ( \ \ -^ ) I. SEE IN FOR ALTERNATE IN THE SCHEDULE ON PAGE 1. ill ._' :) DETAILS (H ACTUAL DESIGN OP THESE CONNECTIONS p8 x 1/2- TEK SCREW � i`I MUST BE DETERMINED BY OTHERS. h I LLJ 7 @16' O.C. hi hl Z A SILL TO DECK CONNECTION DETAIL e CORNER POST CONNECTION AT SILL MAX VERTICALLY 2 7�8° THK WALL PANEL V7 6 NOT TO SCALE NOT TO SCALE PLAN VIEW FOR DETAILS © _ (n W NOT SHOWN SEE v uJ ul- 0 UTILITY W -- 2 1!2' MIN. —I -z W OUTSIDE I j INSIDE _ GABLE ATTACHMENT AT HOUSEWALL w/SOLID PANEL LU NOT TO SCALE M O L Q OF / G LJ ROOM ROOM z NOTE: U1 (� �” ) z CONNECTION co E I j 1I 0 NOTE: 2 7/8' THK. WALL PANEL 1 EAVE SIMILAR (5 �1o�• STRUCTURAL CONCRETE SLAB EAVE SIMILAR CONNECTION EXTR'D ALUMINUM W _ @ ,tom MINIMUM OF 2000 psi COVER (A SGT) INSIDE ROOM i 2 1/4' #8 I /2 "TEKSCREW ° n ° I 1 ° (To BE EVALUATED BY OTHERS) d8 x I /2• TEK SCREW (H7' 150) (hl7' 150) Six AT ( 1 ) n FLASHING BY OTHERS) ° I I, ° I UTIUTYC SIX AT EACH COLUMN EACH COLUMN INSIDE ROOM Z I _ .4 111111111111 2 7/8' THK WALL PANEL N a ° e I I 1 ° MINIMUM CONNECTIONS ARE �; _ _ _ = — L__ .- - -- -- — �— EXTR'DALUMINUM p \ \ \�`�• Sir, H -COLUMN (A7 145) E7(TRD ALUMINUM 1� 1 1 I DRAWN BY:JP a 1 I ° ° • SHOWN IN THE SCHEDULE I ��� STD. H -COLUMN (A7' 1 1 1 ) • m ° ° I7 c ON PAGE I .ACTUAL DESIGN �� �� EXTRD NDOW AL JAMB UMINUM ° ° OF THESE CONNECTIONS MUST BE DETMINED J Jt ; W (A7' 131 U) MINIMUM CONNECTIONS ARE REVIEWED BY: AS i a BY OTHERS. ` I G_ ' SHOWN IN THE SCHE 7 .1' . 1 / j iT=� MINIMUM CONNECTIONS ARE SHOWN ON PAGE I I. ACTUAL DESIGN DATE: 4/13/04 13/4° 3/4• N�I ) I I }' %/. IN THE SCHEDULE ON PAGE I. OF THESE CONNECTIONS } }1 • FOUNDATION UNIT WIDTH / LENGTH a '�� ACTUAL DESIGN OF THESE CONNECTIONS MUST BE DETERMINED t f � � V+, REVISION DATE PROJECTION FOR DETAILS D �?LII \\, 1_ L_;_ .1M MUST BE DETERMINED BY OTHERS. BY OTHERS. ' 1 1 I'M. A 4 -13 -04 NOT SHOWN SEE 0 PLAN VIEW CONT. EXTR'D ALUMINUM PLAN VIEW CLOSED SILL (A•7GS) B SILL TO CONCRETE SLAB CONNECTION DETAIL D UTILITY H- CHANNEL CONNECTION AT SILL e H- CHANNEL CONNECTION AT SILL 6 NOT TO 50UE G NOT TO 5011E NOT iO SCALE DRAWING NAME: 2305M 5T1Z EV -06 0 2004 Fac Seasons Bola Products LLO. AO rights reserved PAGE 6 OF 7 I • • r EXTR'D ALUMINUM . y 4° SNAP -ON GUTTER o (A'74GC) (SHOWN) z OR 3° SNAP -ON GUTTER (A'73GC) CA COUNTER FLASHING #8 x I /2' TEK SCREW (117'150) (BY OTHERS) y @ 12' O.C. MAX. 1 OUTSIDE FACE OF C..) I S0 1 } EXISTING WALL a o # 14A x 5° ROOF SCREW #8 x 1/2• TEK SCREW (H7' ' _ sr cu WITh WASHER (HK2135) SIX ON TOP 4 BOTTOM OF i ( STRUCTURAL FRAMING) A 3 - a SIX SCREWS PER PANEL @5' O.G. PANEL (MINIMUM) —= j O U re re . MINIMUM CONNECTIONS R+ = 0 (USE #I 4A x 3 3/4' ROOF SCREW 1 . i ARE SHOWN IN THE a, < C O (HK2 1 34) FOR 3' PANEL) SCHEDULE ON PAGE 1 . p/, cS r c i ACTUAL DESIGN OF Q IlL i = % � �� O ,r� 1 _ I_ DCTRD ALUMINUM \ O �^ Z • 1 % 4° RIDGE (A'74RR) �� ( r c _ _1 (SHOWN) V z . I / OR 3° RIDGE (A'73RI� f —UNIT WIDTH OR 7 R IDGE (A'77RR) �" v • NOTE: O • o — 1. SEE POR ALTERNATE w • Z - I APPLY STRUCTURAL v DETAIL , SEALANT • 3/1 G' WEEP HOLD RIDGE DETAIL '< ' (AT ROOF PANEL SEAMS) EXTR'D ALUMINUM e x I EAVE COVER (A'SGT) NOT TO Stitt #8 I/2 TE K �_ SCREW I, � - IxTR'D ALUMINUM 0 0 (1'2020) ©12' O.G. MAX. r 7 I., UTILf1Y EAVE (A7' I44) �; - ��� - - - #8 x 1/2" TEK SCREW • NOTE: B © FOR ALTERNATE 1-'1 EACH COLUMN AT . - vv DETAIL EXTR'D ALUMINUM #8 x 1 /2' TEK SCREW (1 0 z • T RANSOM HEAD (A'7TTN) @ 12' O.G. MAX. Q 4111 FRONT SAVE ROOF CONNECTION F • 3'. 4 1/4' OR TM:. BY OTHERS T1 N w . NOT TO 5C ROOF PANEL (USE PROPER GUTT FASCIA ' FOR HIGH WIND LOADS USE 4 RIDGE PARTS TO SIZE) MATCH ER PANEL Z W FOUR TNRUBOLTSPER PANEL � TO ACCOMMODATE EXTR'D ALUMINUM a O W .!? 3' ROOF FASCIA (A'74RF) (SHOWN) j i m 4 1 /4' FASCIA (A'73RF) 1 VA. . 1 SCUD BLOCKING N = I. { Il T FASCIA (A'77RF) �' ,- BY OTHE 1 I - 1E SECURED @ 1 O.G. W I l D SAVE FASCI ON GABLE / = w I 7 NOT TO 5u1t W t U") n • II II { I t�, ie DRAWN BY: JP ` • { I #8 x 1 /2• TEK SCREW m7 11 .. L. - ' . • y� / ) @ DE O 51ST STAGGERED -- • REVIEWED BY: AS I7� r--- - _ ' #8 x i/2' TEK SCREW (ON TOP 4 BOTTO _ _ - � - SEALANT (EXTERIOR ONLY) t- UUNIT WIDTH I (H ISO) @ 12" O.G. DATE: 4/13/04 ' FOR DETAILS I: 1 REVISION DATE Q NOT SHOWN SEE v Silk A 4 -1304 �. __ f. 2 � -_ 1. _ EXTR'D ALUMINUM FOR DETAILS EAVE TOP (A'7E E9 NOT SHOWN SEE v I,. - - 1 EXTR'D ALUMINUM EXTRD ALUMINUM 3' ROOF BEAM (A'73RB) e ALTERNATE RIDGE DETAIL ; '% 7 EAVE BOTTOM (A'7E6) (SHOWN) EPS FOAM NOT TO SULLE a 4 1/4" ROOF BEAM (A'74RB) I 1 , � ` 7' ROOF BEAM (A•77R8) I DRAWING NAME: B ALTERNATE RONT EAVE $ ROOF CONNECTION ROOF PANEL TO ROOF BEAM BOTH 1SIDE S KIN 230 Sh 5TR EV -07 7 NOT TO SCALE NOT TO Suet PAGE 7 OF 7 0 2004 Four Seasons Solar Prod= L10. AD rights reserved \ ! ......,, ,.,,,_rvi_ yr um" I I -27 -06 I AS U SEE SCHEDULE TYP. �j a TYP. ■ � ® (� 1 • TYP. U En 1 ����������� / /���� / /�� / /�� / /���/ �� DENOTES CONSERVADECK PANEL r: • 0 AND TY SEE DETAILS O 5 r- cn FOR SPLICE AND CONNECTION 0. z - a Ij REQUIREMENTS a o 0 0 DENOTES CONSERVADECK PANEL 11 j I AS REQ'D N F AND TYPE SEE DETAILS a ° o FOR SPLICE AND CONNECTION II w m "� REQUIREMENTS I PANEL SPLINE Z W o z 11 (TYP.) C z • , � II , �� PANEL SPLICE DROP i 8 z ® �■ I ® (TYP.) GI (TYP ) �� I i z TYP. jj j 0 � , o II 6 1,1111111 FOOTING (TYP.) w © (BY OTHERS) 4 .t. ; 1 p II ®1 � I DROP GIRDER ® / N � DROP GIRDER /� 1 ' L I 1 (BY OTHERS) - 1 / (BY OTHERS) I - I, ■ i WM i i 6" X G' POST ®� _z J I I (MIN.) Q 1 i 1 ' TYP. w I , , .i FRONT FOOTING II I I I I OF ROOM (BY OTHERS) U Z j 1 . o O I 1 jI > W II I jj N Z Z �� II O O II Ij - B� PARTIAL CATHEDRAL ROOM @ RIDGE SUPPORT 0 0 • jI I II S I SCALE= N.T.S. I � NOTE: I, DROP GIRDER / � I DROP ER DRAWN BY: DB `r z _ (BY P GIRDER / _ _ I DROP L- GIRDIRD _ _ / / � , I I. FOR INFORMATION NOT SHOWN SEE S DRAWINGS. - —_ —_ — - _ _ — - __ - _ — — —' . REVIEWED BY: DB I 1 I 4A2k I I DATE: 9- I.2 -05 q GIRDER $ FTC. ®® ( GIRDER $ FTG. ( GIRDER $ FTG. TYP. 51M. REV DATE A I -27 -06 A TYPICAL CONSERVADECK PLAN 5I NOTE: • I. FOR INFORMATION NOT SHOWN SEE SUNROOM DRAWINGS. 2. SEE ENGINEERING CHARTS FOR MAXIMUM PANEL SPAN. FOUR I SEASONS SOLAR PRODUCTS RECOMMENDS 1 -0" MAXIMUM SPAN FOR 6" NOMINAL PANELS 4 DRAWING NAME: 12' -0" MAXIMUM SPAN FOR 8" NOMINAL PANELS.. CONSERVADECK 3. MAXIMUM FABRICATED PANEL SPAN LENGTH 15 10-0". , 4. GIRDER AND FOUNDATION DESIGN BY OTHERS. 0 o. t TRUFAST SIPLD8000 (6" NOM. PANEL) '�� TRUFAST SOLD 1 0000 (8" NOM. PANEL) V? 0 SCREW @ 16" O.C. CONSERVADECK PANEL 1 3/8" 0 LAG BOLTS (P /N: 11N8000 OR 11N 1 0000) BOTTOM LIP 15 REMOVED 3/8" 0 LAG BOLT a o @ 12" O.C. WITH IN FIELD FOR INSTALLATION @ 12" O.C. (MIN.) Q 3 _ • 3" MIN. EMBED. CONSERVADECK PANEL ONTO FLUSH GIRDER. WITH 3" MIN. EMBED. 0 = -7 cu (SEE NOTE I ) (SEE NOTE I ) a _ _ o FOR FLUSH GIRDER ��� - a o IN- I CONDITION (2) 2x CONTINUOUS EIES SEE DETA IL o o W 3 z BAND AROUND ENTIRE B O Y F FLOOR PERIMETER I `j2 a (MIN F12=850 PSI) — (2) 2x 10 GIRD MI N. (6 PANELS) V) m CO 1■11 z (2) 2x 12 GIRDER M ( 8 " PANELS O .-- o Q ISOLATOR TAPE •� (ACTUAL DESIGN OF THESE Q g z FASTENED WITH 6" ISOLATOR TAPE (P /N: HN3 130) MEMBERS MUST BE (2) ROWS I Od (MIN) (MAX) (P /N: 11N3 130) DETERMINED BY OTHERS) 51-11<c: � ce NAILS @ 12" O.C. 3/8" 0 LAG BOLT (MIN. fb =850) z POST CAP (ACTUAL DESIGN OF THESE CONNECTIONS MUST BE O c DETERMINED BY OTHERS) W POST BEYOND DROP GIRDER (ACTUAL DESIGN OF THESE TRIM AS REQUIRED (BY OTHERS) � � MEMBERS MUST BE POST (1/2" MAX.) `! CI DETERMINED BY OTHERS) (BY OTHERS) �� POST CAP 0 * NOTE: NOTE • I . ALL FASTENERS TO BE STAINLESS STEEL. I . ALL FASTENERS TO BE STAINLESS STEEL. \ J A TYP FRAMING CONNECTION AT EXTERIOR DROPPED GIRDER 52 B TYP CONNECTION AT EXTERIOR FLUSH GIRDER NOT TO SCALE NOT TO SCALE Z J -f Q FLASHING AS W REQUIRED ug a EXISTING 8d NAILS © 8" O.C. Z U Z STRUCTURE 1 Q (BY OTHER FOR DETAILS `� NOT SHOWN u-) Q ~ > U CONSERVADECK SEE A w Z NOTE: PANEL CONNECTION CONSERVADECK Z Z TO EXISTING HOUSE FOR T .���s ® PANEL O Z LATERAL SUPPORT SHALL 1 BE DESIGNED AND :�'' - ' CD 0 EVALUATED BY OTHERS. r' I °-' s ,,f �4 IF 'cn' '` qt. 4S '1� 8d NAILS @ I G" O.C. DRAWN BY: DB h le 111 I I I- ISOLATOR TAPE S i .. REVIEWED BY: DB EXISTING HOUSE BAND 2X4 LEDGER ATTACHED W/ 3/8" 0 LAG BOLTS. DATE: 9 12 -05 IF EXIST FLOOR FRAMING IS (ACTUAL DESIGN OF THESE CONNECTIONS MUST REV DATE PARALLEL PROVIDE BE DETERMINED BY OTHERS) A I -27 -06 SOLID BLOCKING AS REQ'D NOTE: FOR ADEQUATE CONNECTION 2x I 0 LEDGER FASTEN TO EXISTING STRUCTURE I . ALL FASTENERS TO BE STAINLESS STEEL. - (2x 12 LEDGER FOR 8" PANELS) _ WITH ROW G 0 LAG BOLTS. (ACTUAL DESIGN N OF THESE CONNECTIONS D TYP CONSERVADECK CONNECTION AT GABLE WALL MUST BE DETERMINED BY OTHERS) 52 NOT TO SC ALE - DRAWING NAME: C TYP FRAMING CONNECTION AT LEDGER TO EXISTING STRUC CONSERURDECK S 2 NOT TO SCALE a 3/4" LIP AS PROVIDED CONSERVADECK PANEL ` BY FACTORY POST TO TOP z O DECK OR BEAM COLUMN U ;:I:: I' (2) 2x6 CONTINUOUS BELOW BELOW RIDGE >. z ....G..:•a.... BAND � :I' := �,;•.; SHEATHING BEAM POS a ; .... I ,.,.�... FOR ADDITIONAL O N DETAILS NOT SHOWN x ............................. i ::: i::: SEE 0.i 5 0 ........ ............................... __ G "X6" POST TO PUNCH THRU D o o APPLY SEALANT PRIOR TO CONSERVADECK @BEAM POST i3 w a INSTALLATION OF SPLINE = ® O z (POST AND FOUNDATION TO BE z o DETERMINED BY OTHERS) o a 8d NAILS @ 8" O.C. STEP I : u a STAGGERED EACH : �:: ::a ::: O z ::....1..i... 2x4 LEDGER ATTACHED SIDE OF SPLINE 2x SPLINE t .t W / (2) 3/8" O LAG BOLTS. ,I 1d _ o ° :.....:�.... ISOLATOR TAPE z CONSERVADECK I.....I.. • • (ACTUAL DESIGN OF THESE , �, W �� PANEL CONNECTIONS MUST BE z DETERMINED BY OTHERS) v PLAN VIEW g ELEVATION TU CONSERVADECK @ BEAM POST POST MAY GO TO BOTTOM OF TOP CO APPLY SEALANT TO EDGE OF LAYER SHEATHING OR STEP 2 055 PANEL ONCE SPLINE HAS BEEN INSTALLED BUT EXTEND ALL U WAY E. PRIOR TO INSTALLATION OF (POST AND FOUNDATION ON T TO O BE a -.0 DETERMINED BY OTHERS) SECOND PANEL. B TYP RIDGE BEAM COLUMN SUPPORT ` J 53 NOT TO SCALE A TYP CONSERVADECK CONNECTION AT SPLINE o S3 NOT TO SCALE Z J cri Q lid W _ VINYL SILL I I ' BEAM COLUMN BELOW RIDGE SEAM POST `. `! FOR ADDITIONAL DETAILS NOT SHOWN w LU 0 .0111111111101 (r) o `■i■■N SEE (2) FOUR SEASONS POST CLIPS. N < I CONTRACTOR TO BUILD ∎: -. fi SEE ROOM DRAWINGS W ; , G-3)15 _ FOR A DDITION INFORMATION Iu OUT AS REQUIRED Z 1 z (2) 2x CONTINUOUS - (2) 2x CONTINUOUS 8 0 1 ' 11 BAND BEYON BAND AROUND ENTIRE 1 ;11 FLOOR PERIMETER 4" G' - \ • 0 4 � °� (2) 3/8 P3 LAG BOLTS W/ MINIMUM 3" EMBED. (TYP) (MAX) CONSERVADECK PANEL � . PER CLIP (4) TOTAL.(ACTUAL DESIGN OF THESE e CONNECTIONS MUST BE DETERMINED BY OTHERS) DRAWN BY: DB • , REVIEWED BY: DB FOR DETAILS ISOLATOR TAPE 2X4 LE DGER NOT SHOWN DATE: 9- 12 -05 SEE G "X6" (MIN.) POST TO PUNCH THRU CONSERVADECK @ A 3/8" 0 LAG BOLTS. BEAM POST. REV DATE ® (ACTUAL DESIGN OF THESE (POST AND FOUNDATION TO BE A I -27-06 CONNECTIONS MUST BE DETERMINED BY OTHERS) DETERMINED DY OTHERS) s C TYP CONNECTION FOR VINYL SILL D TYP RIDGE BEAM COLUMN SUPPORT DRAWING NAME: 53 NOT TO SCALE 2 NOT TO SCALE (SECTION VIEW) CONSERUAECK L) ■.- 0 0 • 8c1NAILS 8 0.0 >.. z TRUFAST 5IPLD8000 (6" NOM. PANEL) < 0 @ " . STAGGERED ACH TRUFAST SIPLD 10000 (8" NOM. F'ANEL) E 0 3 F Di SID OF SPLINE SCREW @ 1 6" O.C. STAGGERED E EACH 5ID E OF SPLINE FOR FLUSH GIRDER (P/N: HN8000 OR1 0 0 CONDITION DTAIL ).- S 1 L .4 z it ommi■ol i ell iimtijo ra■tiom EE E Ai CON5ERVADECK I I / 2" 0. 1 1 / 2" PANEL C/D z ° U 11■1■ iimmil■I g ° < 54 ni 3/4" LIP 3/4" M LIP CI) E- -1 Z L.J 0 z -.....-- --.... iii: . w ISOLATOR TAPE - - 2 X SPLINE V) (P/N: 11N3 I 30) 1 I / 2" .,L. ..„.„,_•,„,,,l/IIII.. I I / 2" C4 Z (7 DROP GIRDER 111111111m c73 w (ACTUAL DESIGN OF THESE FIELD CUT HATCH PORTION FIELD CUT HATCH PORTION 0 MEMBERS MUST BE TO CREATE I 1/2" LIP TO CREATE I 1/2" LIP I DETERMINED BY OTHERS) STEP I 0 D 8cI NAILS @ 5" O.C. STAGGERED EACH 0* A TYP CONSERVADECK CONNECTION TO INTERIOR DROPPED GIRDER @ SPLINE SIDE OF FLUSH GIRDER \ I 54 NOT TO 5CALE IIMM■■••11■11■■ CD n liii . .: . :: : '...: 1 ' .._.!....:.‘:'. ':.::.'.:, . . . , . . . ••.. ,.. . ;........ •.: A .• .• A. • .•,•. • Z' __, 2 - .C - . . ‘.... . • . TRUFAST SIPLD8000 (G" NOM. PANEL) I- Ill TRUFAST SIPLD 10000 (8" NOM. PANEL) CON5ERVADECK PANEL • ',..... ...:.:'..: -.*.:. :;:- :: NZ D SCREW @ 1 6 O.C. CONSERVADECK PANEL BOTTOM LIP IS REMOVED ■■■■■ MINIS■111■11 (P/N: HN8000 OR HN10000) (CONTINUOUS OVER IN FIELD FOR INSTALLATION Ala- 0 DROPPED GIRDER). ONTO FLUSH GIRDER. >_ ......,-.. > u ISOLATOR TAPE (2) 2x 10 GIRDER MINIMUM (6" PANELS) (P/N:1-11\13130) 12Z LL.1 (2) 2x 12 GIRDER MINIMUM (8" PANELS) LLJ (f) Z (ACTUAL DESIGN OF THESE z z BIM STEP 2 MEMBERS MUST BE 0 0 ...A.......m..■ TRIM AS REQUIRED DETERMINED BY OTHERS) Q.) L.) (1/2" MAX.) ISOLATOR TAPE • (P/N: HN3130) 11 DROP GIRDER RA C TYP CONSERVADECK CONNECTION AT INTERIOR FLU51 GIRDER \...5_4 NOT TO SCALE ( R WE DE) DATE: 9- 12-05 REV DATE 4 (ACTUAL mD rt mt BR mR si D E 1 u 0 A I -27-06 TYP CONSERVADECK CONNECTION TO INTERIOR DROPPED GIRDER 54 NOT TO SCALE D DRAWING NAME: CONSERVADECK CITY OF TIGARD - SITE PLAN REVIEW RECEIVED 1 g 1 ' 3 -- MAY AWNING AND PATIO CO. BUILDING PERMIT NO.: , 'aoerz -aCr 2 filly/ 5220 NE Columbia Blvd PLANNING DIVISION: AUG � �OQ� I E Portland, OR 97218 Required Setb s; �Approveoj ❑Not A pproved CITVC TI CAflp Side: `( Street Side: D m Front. lS - t DJNOppitsi(N f i Garage: Rear: BUI I 1 �* Visual Clearance (S ❑ Ap ❑ Not Approved Maximum Building Height s2 feet �,'S ae�vrc s Pl o�gder Ltte u' fix' aw l.er trr R En Yes ❑ No • B • �- die4� ❑ Received Date: 9 (710 7 1 ENGINEERIN t� DEPARTMENT: Actual Slo ; _ , € y e: • a' p �• �Ap ' oved ❑ Not Approved ppve S r i Y S 13 f : pP 'ved ❑ Not Approved Date: - ° ° p.c.- � — o J Notes: I z ite Pla� , ''�-' m s' 8 • r [ (-21 CITY OF TIGARD - SITE PLAN REVIEW Z _ _ I BUILDING PERMIT NO: _ 9007 - 0Oc(2 -6 — i J Street Trees: ❑ A �, Approved ❑Not Approved 7'; n�.. B otected Trees: ❑ Approved L 0 Not Approved ` �� L _ Id Y Date. "hcau- Notes: I v �^ O g 5 ZO ' • 1 a . • 9 E v o 'L O 2 a d E m E E E P�5 1+� gJ ` Qa aa �� e9� _ �tiv ��no Sy�t.rzccn.� - • o — — — — i2x 2 ,` o en Do / Conc�' 0 ( a 5 I a 6c 1 0) I�' a) U g m m m ` a E N �y 0 o _ o 1 V� 3 w CC O O Q _ N N N t M O LL g 2 e N CD p , I e% - Z_ __t!_ -_