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Home My WebLink About10x22 Sunroom 2007 TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860) 848-3030 X382 FAX. (860) 848-7231 BUILDING PERMIT Permit Number: B2007-0436 Date: 02-Aug-07 Map/Lot: 039/070-000 Owner ID: 5512000 Project Location: 28 PIRES DRIVE Unit: Job Description: Sunroom Owner Name: Douglas R Pepin Tenant Name: N/A Careof: 28 Pires Dr Oakdale CT 06370- Telephone: (860)848-1464 Contractor Name: Creative Enclosures LLC Telephone: (860)886-7631 DBA: ._._.._.. _,...._ Lic/Reg Type: HIC Lic/Reg No: 557461 279 West Main Street Exp Date: 30-Nov-07 Norwich CT 06360- Construction Value Permit Fees Construction Information Building Value: $20,805.00 Building Fee: $168.00 Use Group: IRC Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 2005 State Building Code Mechanical Value: $0.00 Mechanical Fee: $0.00 Electrical Value: $645.00 Electrical Fee: $8.00 Construction Type: IRC Total Value: $21,450.00 Penalty Fee: $0.00 Permit Code: R3 C of 0 Fee: $10.00 Comments: Plan Review Fee: $17.60 State Ed Fee: $3.43 Total Fee Paid: $207.03 It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. BUILDING PERMIT INSPECTIONS PLUMBING,MECHANICAL,ELECTRICAL PERMIT INSPECTIONS Footing - Prior to pouring concrete ❑ R Plumbing and leak test r Deck Piers ❑d R Electrical ❑ Backfill - Footing drains and waterproofing ❑ Elec Trench-with conduit installed ❑ Concrete Slab- Prior to pouring concrete ❑ Pool Bonding • Anchor Bolts-with sill plate and prior to floor framing ❑ Electrical Service CRS No: 0 El Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking_Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation ❑ Certificate of Approv.l Cert' • upancy Building Official's Approval ` Town of Montville Building Department 310 Norwich-New London Tpke. TeL 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: Type of Work c u anc T e New Construction ermit T e Single Family Building Addition Two-Family IDAlteration El Plumbing ❑Townhouse ❑Mechanical ❑Accessory Structure pfElectrical CRS#: Job Address: 7--1 ‘f j '�� 01 k(1)Al-g. c e� (Number) (Street) C• Job Description: C4-ru At... A (Unit) �- S S�4 �O� S car.�ccv1"- �tPic VA E.0 (A-Ltc AAA:CAL c Owner: v, t/ tom_ `c 1IJ Address: n 226 Th`-t 5 City: 0 AV._ LZ 7S1(151- State: l - Zip Code: 3'Yj Telephone: %PO + S(151- . 1 1(9 Contractor: C-tA1 t . ENCL.c )1 L_ DBA: Pt-1V , r./ • Address: W MA( City: OCCA) t .44 State: �� Zip Code: OCI;UDG Telephone:$4 3• 1(0 •1(.3 Licenser e:it1C Srj"'_`r(� ' Type: License No.:_ �[ Expiration Date: kl 3O 6'7 I hereby certify that the proposed work will confonn to the State Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. ❑ By checking this bo will folio e requirements of the 2005 NEC as the altemative compliance per section E3301.2.1 of the Residential Code, instead of the ele 'cal requirem in chapters 33 through 42 of esidentiai Code. Owner/Agent Si /� 9 Signature: Co 'LA NJU Date: Z Co• . O, Construction Value Building Value: 2.14 OCC/ Permit Fees Plumbing Value: Building Fee: Mechanical Value: Plumbing Fee: Electrical Value: Goya Mechanical Fee: Total Value: Z5 UdU Electrical Fee: Penalty Fee: C of 0 Fee: Plan Review Fee: State Ed Fee: Total Fee: jvita Deum6er31,2005 Town of Montville Building Department File Receipt Date: 06-Jul-07 Receipt No: 2511 Received From: Creative Enclosures,Inc. Job Address: 28 Pires Drive Fees Collected State Educational Training Fee Cash: $0.00 Cash: $0.00 Check: $207.03 Check: $343.00 Check No: 1281 Short/Over: $0.00 Construction Value: Demolition Value: $0.00 Received By Carmen Roberts VVV-9- �1 I Y \ , 0-0 645b Address: ITEM QTY S/UNIT TOTAL Building Plumbing Mechanical Electrical BUILDING AREA New Construction : SF $ 114.17 $ - $ Basemen(Finished SF $ 20.87 $ - $ _ Basemen(Unfinished SF $ 11.28 $ $ _ Crawl Sapce SF $ 8.46 $ - Interior Renovations SF $ 31.90 $ - $ - $ MANUFACTURED HOMES Ground Anchors SF $ 5.86 $ - $ - $ _ Basement SF $ 11.28 $ - $ - $ Crawl Space SF $ 8.46 $ - $ - $ - AMENITIES KitchenEA $ $ $ Full Bathroom EA $ $ Half-Bathroom EA $ $ GARAGE Attached I SF $ 49.41 $ - $ Detached s SF $ 63.21 $ - $ Under SF $ 9.12 $ - $ _ Carport SF $ 18.08 $ - MECHANICAL Warm-Air Y a YM - Hot Water N '< YM $ $ - Electric N YM _ Air Conditioning N YM $ ELECTRICAL SERVICE Upgrade Amps $ - Overhead,new Amps $ Underground,new Amps $ Subpanel EA $ 545.00 $ - Gen Set EA $ 3,500.00 $ _ SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 5,907.00 $ - Masonry w/lfireplace EA $ 6,451.50 $ - Masonry w/2 fireplaces EA $ 10,087.00 $ - Wood Stove,free standing FA S 2,447.50 $ - Wood stove insert EA $ 1,690.70 $ - DECKS,PORCHES,SUNROOMS Deck SF $ 39.16 $ - Porch SF $ 135.80 $ - Sunroom 242 SF $ 85.97 $ 20,804.74 $ 644.20 POOLS&HOT TUBS Hot Tub EA $ 7,287.50 $ - $ _ Inground Pool EA $ 19,430.40 $ - $ _ Above Ground Round EA $ 4,635.88 $ - $ _ Above Ground Oval EA $ 5,472.50 $ - $ - Pool Heater EA $ 8,167.50 $ - Infatable Type Pool EA $ 1,542.42 $ - SHEDS wo electrical SF $ 18.50 $ - welectrical SF $ 18.50 $ - $ - RENOVATIONS Roofing,Overlay SF $ 3.38 $ - Roofing,Strip&reroof SF $ 3.76 $ - Roof Sheathing SF $ 1,19 $ - Siding SF $ 2.30 $ - Wndows EA $ 423.50 $ - Skylights EA $ 955.54 $ - Doors,Exterior EA $ 401.50 $ - Oil Tank,275 Gallon EA $ Oil Tank,550 Gallon EA $ MISCELLANEOUS CALCULATIONS TOTALS $ 20,804.74 $ - $ - $ 644.20 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 20,805.00 $ 168.00 Plumbing Y $ - $ Mechanical Y $ - $ Electrical Y $ 645.00 $ 8.00 Working before Permit Issuance N $ _ Certificate of Occupancy Fee $ 10.00 Plan Review Fee $ 17.60 State Education Fee $ 3.43 TOTALS $ 21,450.00 $ 207.03 Figures are based on the 2006 RS Means Residential Cost Data Town of Montville Building Department File Receipt Date: 06-Jul-07 Receipt No: 2511 Received From: Creative Enclosures,Inc. Job Address: 28 Pires Drive Fees Collected State Educational Training Fee Cash: $0.00 Cash: $0.00 Check: $207.03 Check: $3.43 Check No: 1281 Short/Over: $0.00_ Construction Value: +9111110.i Co rrt.c e cL Demolition Value: $0.00 See 4'GI Received By Carmen Roberts , Town of Montville Building Department Customer Receipt Date: 06-Jul-07 Receipt No: 2511 Received From: Creative Enclosures,Inc. Job Address: 28 Pires Drive Fees Collected Cash: $0.00 Check: $207.03 Check No: 1281 Received By Carmen Roberts a - t � 7±:\ �1 A `-k t �, ?r• : /` v l,, 4, f ' f1 ,9" f;11 ', ,,,',. i --$0,‘,., r % G 18: aGl ? t f :\ , STATE OF CONNECTICUT + DEPARTMENT OF CONSUMER PROTECTION ;:. . '' Be it known that v r 32 x CREATIVE ENCLOSURES LLC 279 FEST MAIN ST I NORWICH, CT 06360 m;.. e. v . : > w is certified by the Department o`,fCons mer P tection as a registered . -:. HOME IMPROVEMENT CONTRACTOR Registration # 557461 :::;"::::::;) � RANS--1''� 'fit 3 4 CREATIVE ENCLOSURES LLC _ � Effective: l2/01/2006 mgr Ex ration: 11/30/2007 c i p I 30- Edwin R Rodriguez,Commissioner y ' :t ‘‘•-,,'"4"r", A~ '-..410.*:, 9r. t111,,,..,4" ff�r +,;:t"wfj r\•`.. j J�y�,�;%:.*�f,4,/,:,%,,:*,%,0 x,37? 7,, r .. a '� L i , �,r'_____I lie, 1 ..". .��¢\,tie S� y,• '/ _`:: )h� ,!• L'�k':4,'v,*'�,,,, Q14�`a• \ r ye;: �,i,k,,, '{+, n ..,`, "A ,: yti ti�,;�„`r. 4A.,iy,`��` .v'y�i�'�,`.�tr 'f o.„ti83,b ,-% w.: -- /l '__''� 't '..'rk^ `t. ..rte ',./ •',:,:,..'4. ^':%\," - _ ,.i,• : ✓i�,`'... rt•„�:�'� "j' s'• Town of Montville © opy Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 CONSTRUCTION PERMIT APPROVAL 2,t ?(- __s c, Q PtkAAL-t___ Property Address /0 "Y' Z Z"" C-Gt\SATU A t n A L{ -S Sc4Z-- Su nRao V." --3 e, --tck. \-b, 1 c,,,s m 4'r L eb, , Job Description The applicant is responsible for obtaining all of the required approvals checked off on this form. No building permit will be issued until all of the required signatures have been obtained. Required Department Approval Permit Issuance Approval • t� • Tax Collector ' / A,. 7/W6 7 Comments: ❑ WPCA, Administrative Comments: ❑ WPCA, Operations Comments: ❑ Planning & Zoning CdavQ _ Comments: auk- t 3-s, ❑ Health DepartmenthW4i.-.<GuOv,16. . l '' 27- c 7 Comm -iJF L_U f; (3t<:. ents: ❑ Department of Public Works el i-11t1, Comments: ❑ State Dept. of Transportation Comments: • � Fire Marshal \ ,0�.�. ICS F1 Comments: A ( cy 2.jvisei)4ugust 5,2005 JUL. 6. 2007 3 : 20PM SUMNER&SUMMER N0, 6047 P1 M. UKL) CERTIFICA°I E UI- LIABILITY INSURANCE P. IMM/DO 07/06/2007007 PRODUCER (860)423-7733 FAX (860)450-7240 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Sumner and Sumner, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 757 Main Street HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P. 0. Box 187 Willimantiic, CT 06226 INSURERS AFFORDING COVERAGE NAIC# INSURED Creative Enclosures LLC INSURERA: Travelers Indemnity of America 25666 279 West Main Street INSURERS: Charter Oak Fire Ins. Co 25615 Norwich, CT 06360 INSURERC: Travelers Indemnity Company 25658 INSURER 0: AIG INSURER E'. COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 1S SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ApD'L TYPE OF INSURANCE POLICY EFFECTIVE POLICY EXPIRATION LTR NERC _ POLICY NUMBER BATF IMM/DD/YD DATE(MMl� LIMITS GENERAL LIABILITY I-660-32618509-TIA-07 07/01/2007 07/01/2-0-088EEACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE ORNrTEr0anPI $ 100,000 CLAIMS MADE I I OCCUR MED EXP(My one person) 5 5,000 A PERSONAL&ADV INJURY S 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP Add $ 2,000,000 POLICY 7PRO - - JECT LOC AUTOMOBILE LIABILITY BA2631B16A 07/01/2007 07/01/2008 COMBINED SINGLE LIMIT $ T ANY (Be accidonl} 1,000,000 ALL OWNED AUTOS BODILY INJURY s B X SCHEDULED AUTOS (Per person) X HIRED AUTOS — - BODILY INJURY $ X NON-OWNED AUTOS (Per ace aenp PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ HANY AUTO OTHER THAN EA ACC S AUTO ONLY: AGG S EXCESS/UMBRELLA LIABILITY CUP9248W118 07/01/2007 07/01/2008 EACH OCCURRENCE $ 1,000.000 EOCCUR n CLAIMS MADE AGGREGATE.... $ 1,000,000 C DEDUCTIBLE X RETENTION s 10,000 S $ WORKERS COMPENSATION AND 6879957 07/01/2007 07/01/2008 —WC STATU•5 ER I 0TH• EMPLOYERS'LIABILITY TORY I IMIT D ANY PROPRIETOR/PARTNER/EXECUTIVEE,L EACH ACCIDENT 3 500 000 OFFICER/MEMBER EXCLUDED? I e L DISEASE-EA EMPLOYEE $ 500,000 If yos,do$Grlbe Lnder _ SPECIAL PROVISIONS below E L DISEASE•POLICY LIMIT S 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Re Job: 28 Fires Drive Oakdale, CT 06370 . : I ICATE HOLDE' 1. _ •1 SHOULD ANY OF THE A13QVE DESCRIBES POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL Town of Montville 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Attn: Vern BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 310 Norwich/New London Turnpi k OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. Uncasville, CT 06382 AUTHORIZED REPRESENTATIVE �/ Victor Ebersole Jr. ext 236i Y + / ACORD 25(2001108) FAX: (860)848-7231 @)ACORD CORPORATION 1988 I/ -�4 4 111: • ii CREATIVE ENCLOSURES Date Attn: Health, Building & Zoning Departments Dear Sir/Madame: This letter states that any Creative Enclosures, LLC Team Member (employee) has our permission to act as our agent in applying for the necessary permits needed for us to complete the project as described in our agreement date "/mil . Our street address is '. QCtrtfk ee9i 02$ Or _ f3aL)c k, C-7 C6.33-0 If you have any questions, please do not hesitate to contact Creative Enclosures at 860-886-7631. Creative Enclosures, LLC's contractor number is 557461 (CT) and 17284 (RI) Sincerely, yolt_ Signature mil 6 S gnature _ Aa . P•4- .( \-'34\(\Q\G, , Printeme Printed Name 4 N ' ` DEPARTMENT OF PUBLIC SAFETY 1.1.4Z tt , OFFICE OF THE STATE BUILDING INSPECTOR .f 1111 COUNTRY CLUB ROAD MIDDLETOWN, CT 06457 TELEPHONE: (860) 685-8310 FAX: (860) 685-8365 iP) \c1 REQUEST FOR MODIFICATIONq / FOR OFFICE USE ONLY OF THE STATE BUILDING CODE 1. Name and Location of Building 2$ l r(..S 1)r N CI.E- - 0 to 3`I O o. Street Town State Zip 2. Building Owner tOLc nnnn t 3. Applicant's NameQit cr1U1 t LL.L Telephone ( O '7100 -1(.03 I Applicant's Address Z1Ck L)42:141' W41a 'CS-_ OclrcJlC(A ( a . OCs,3(4 (Include Firm Name if Applicable) No. Street Town State Zip Name of Person to Contac:—.*)c b No E Telephone W ''5116- 1(0.b (For information if required) -C�j 4. A.Date of Application for Building Permit 1 .Co., 01 B. Applicable Code(Titletand Date) 700 5 ! ec T E �q Cocix Zoe,J TQC 5. Use Group <---? — l A. Was there a change of occupancy: 0 Yes ,E No B. If yes from to 6. Building Construction Classification —141---e-6 7. Square Foot Area of Building(Total) Z4 z Largest Square Foot Area per Floor 8. Number of Stories l 9. Check Applicable Designation: 0 New Building 0 Existing 'Addition 0 Other(Explain) 10. Fire Protection at subject premises(Check appropriate headings) xi Smoke Detection 0 Heat Detection ❑ Extinguishers 0 Sprinklers 0 'Standpipes 0 Other(identify) rage 2 11. Describe alarm system(s)at premises 12. Building Code Section that modification is requested from - 14c 13. Modification Sought USE O F WELA 01._ —CF ckk No wA€z{L CC--1- SL t cg 1{ - SSA-- •3A1 'S 01�( o a v►ti 14. Reason Modification Sought i,C� T�tip,.3 lV k n .4..‘erl S S e CM.) kVY6 t EA) 0 {,ALU - 1 15. Applicant's Signatur- .6 /-- 4-- IL i le 4, ctei g� mu Date Signed r (p 16. Important Requirement Failure to provide the following information will delay modification process. The Building Official must comment below on the modification request as per Connecticut General Statute 29-254(b). *Note: Must be signed by Chief Building Official,Acting Building Official or Provisional Building Official. ❑ Support Request ❑ Do Not Support Request tThe decision on this request is left to the Office of the State Building Inspector. lease contact the undersigned. Building Official's written comments, if desired. ,404-1 Cil AJ T At 'tIfJ/fk D i(JG/iU,E�l�CitiC c- 0517/9 % S�,PCW r,4 e - eaC-7/7i---IF dtC___ZEI_ -_:________:/ -,51/ZIS A, ,ir k-,600/tr �S�C /17°3170 4- �' ��A mseBuildin Official Printed) Town :aiding Office., "i, ature Ate Signed 660-9'118—30_30 A'33 c 4rii -- % Building Official's Telephone Number Best Time to Contact MODAPP Rev.3/24/05 FF �[M .k 49x. silt* ''' . 0 #04 • , ,,i.' t. { $ a t a # '' 41 111111 ,. j ` iosimpwitcsir `3 a '' _._ ,,..4 f#S ''' . •. .. ,., . i "` . .' • K 230 SUN & STARS ROOM: STRAIGHT EAVE ., (2 in 12 ROOF PITCH) ENGINEERING & STRUCTURAL LOADING INFORMATION 5005 VETERANS MEMORIAL HWY. HOLBROOK N.Y- 11741 EFFECTIVE DATE 6-02 LD ROOF ROOM GLAZING BAR RAFTER LIVE EXPOSURE B EXPOSURE C EXPOSURE 0 ROOM GLAZING BAR RAFTER ROOF EXPOSURE B EXPOSURE C EXPOSURE D MODEL O.C.SPACING TYPE LOAD WIND LOAD WIND LOAD WIND LOAD MODEL O.C.SPACING TYPE LOAD WIND LOAD WIND LOAD WIND LOAD (Ps`) (mph) (mph) (mph) (Psf) (mph) (mph) (mph) SW-6DH 2-6 sir 5LB3 15C 155 140 125 S"N-150H 2'-6 5/8" 5LE3 20 125 110 100 3-05/8" 5LB3 130 140 125 S-M-7DH 2'-6 5/8" 55E3 105 155 140 115125 3-6 5/8' 5L85 15 125 110 100 1 3-65/8" 5C85 68 125 110 100 3-0 518" 5L83 90 140 125 115 5CB5 3-6.5/8" 57 125 110 100 SW-9DH 2'-6 5/8' 5L63 70 155 140 125 SW-t6DH 2'-6 5/8' 5L63 15 955 120 105 3-0 5/8" 5LB3 60 140 125 115 3-0 5/8' 5LB3 10 110 S'M-10DH 2'-6 5/8' 5L83 55 155 140 125 105 90 3-0 sir 5L83 45 140 125 115 36 5CB5 60 120 105 95 S"M•11DH 2'-6 5/8' 5L83 40 150 135 120 3-0 5/i8't 5CB5 48 120 105 95 N-t 7DH 2'•6 5/8' 5LB5 25 115 100 90 3-0 518' 5583 35 140 125 115 3-0 5/8' 5L135 20 115 100 90 2'.6 5/8" 5H93 70 150 135 120 3-0 5/8" 5HB3 58 140 125 115 3.6 " 5C85 52 115 100 90 3-65//88" 5CB5 43 115 100 90 S"M-12DH 2- 6 518" 5LB3 30 140 125 115 S'M-18DH 2'-6 5/8" SLES 20 11C 100 90 3-0 518' 5L83 25 140 125 115 3-0 5!8" 5LB5 15 110 100 90 2'-6 5/8" 5HB3 56 140 125 115 2'-6 5/8" 5C95 46 110 100 90 3.0 5/8' 5H63 47 140 125 115 3-0 5/8" 5CB5 37 SW-13DH 2'-6516' 5L63 - 110 100 90 25 130 115 105 S•M-19DH 2'-6 5/8' 5L85 15 105 95 85 3.0 5/8" 5L83 20 130 115 105 3-0 5/8' 5LB5 10 2'-6 5/8' 5H83 48 105 95 85 130 115 105 7•6 5/8" 5CB5 4` 105 95 85 3-0 5/8' 5HB3 40 130 115 105 3-0 5/8" 5CB5 34 105 95 85 NOTE:EXPOSURE B-RESIDENTIAL AREAS,EXPOSURE C-OPEN TERRAIN AREAS,EXPOSURE D-AREAS WITHIN 1500'OF OCEAN Yy 0`�?+ 4■\.1NEI/ / yT ....,-.-t,..1(1,-7, 'tet^` �.,y`-. /4,1.).-14-m- -�. .S \. 2 �. J G�a F E N...- f O R Ci: �YK y '� Y.�. a�clsi aE\ ! '- C t S 'S..;k� .,„,...t.,,,,....., k a -s 1 4 ter.[ r■ rccsl\NNL ! . ti:[>.+{n . - -1�' Y+ 3 r', <7. s�i t /_ .4.-.:7-- ‘y...4...).4. cacaua �`�•• .?31,t,� i ""'�`w C' " n .-. N;• �'„ ,.:.,,n `y s !n �uaE - g/ I3 1 r1.•(,,,.. .; A n 4,. 5.:;--111,-, e,. �'�6•" F T• y,,,,i,-,-,,,---;,,--,' -cWf'" k:.':477,./.sy, \fkCE s i' c,5,.................!/), '1•mss) 'E 'Mm� �rs. �J` ALABAMA ARIZONA ARKANSAS CALIFORNIA COLORADO CONNECTICUT DELAWARE FLORIDA GEORGIA IDAHO ILLINOIS q�0 5. �q�\NF FE///�/,,,/J 1,k/ .1�� N ENCE c. i „,,,ss raw • . I 1 \ .�• #` .4.G• 'z! v /r /:., nl /JNcr kt. f <.. W �-'li� a r. want' , ., IOWA KANSAS KENTUCKY LOUISIANA MANE "-" +�',-,.........- -,,,,,x.' MARYLAND MASSACHUSETTS MICHIGAN °r N cs. MI rU I yN T .a [" MINNESOTA MISSISSIPPI MISSOURI p w e T t' ,A„.„,.. e y S C,,,,,,,._. „seveb �. br a f N++��y � 1`.( 3// /s.. s�s .y It ` r 4r' '"/ �?J3.t2 . 1 c F ' "� ,. ! ryi.�T v 4*•It9h . .. xoa•ssro. L" ¢rTJ a4, ♦ F 1 '� • �� E.al p CINu / �'".��i `-r'Y' _�+K�\..�.a:.cs '"yrs.:vd 'aq. P cp �'g, i]" • rdk �k/�/[�./ Z fN E-♦ .r+. :I MONTANA NEBRASKA NEVADA NEW HAMPSHIRE NEW JERSEY NEW MEXICO NEW YORK NORTH CAROLINA NORTH DAKOTA OHIO OKLAHOMA „s» '.....,-.:-.“-,.:-:•,,, u 7"7'7'nsuc r a '..-,a......—...52-4— E_ t / :.=',..,..,;:..),1. c: i • �. f f., NOTES: 4—,,,,,,,.f.:17.- "` a,,;,; y {/)�1 1 ) ,1-4?-4 -,,--4..)._c1) 5L63=3'LITE BAR,5LB5=5"LITE BAR,5CB5=5"HEAVY BAR * r �:1.-I/ I'''''''''.We''''I '' 'a - F-� �'�'2,! 2)ALUMINUM ALLOY FOR GLAZING BARS IS 6005-T5. r �' OREGON PENNSYLVANIA PUERTO RICO RHODE ISLAND SOUTH CAROLINA SOUTH DAKOTA �;.,ti 3) DEAD LOAD OF ROOF SYSTEM IS 7 PSF S e .ta'1 �*r.-.24,4A /"a .�-N` WNE rE ...4,...........".. ''1 .. 1-....-. 1.7.i...........) v /f d I o w,. 4)ALL UNITS SHOWN ON THIS RAGE ARE ACCEPTABLE FOR CONSTRUCTION IN `G x.i_ 4. _ is.4y;}2. : s�. .. -,..t..,;•,_ 44•` SEISMIC ZONE 4. �'" a,ta..,+s'f 1 5)A LOCAL PROFESSIONAL ENGINEER SHOULD DETERMINE THE SITE SPECIFIC TENNESSEE TEXAS UTAH VERMONT VIRGINIA LOADING AND PERFORM ANYADDITIONAL NECESSARY CALCULATIONS,WHICH WASHINGTON MAY INCLUDE MINIMUM DESIGN LOADS REQUIRED BY LOCAL MUNICIPALITIES, / Nom. a E if�`'��•i7..��/`,� - �� `Oiw 'c o<v OR ANY DRIFTING OR UNBALANCED SNOW LOADS PRODUCED BY ADJACENT f,,,tfc ' ^- --fi.. .. fli2 1— *`„_„yam STRUCTURES. * Nom '• '' •� ; 6)THIS SUMMARY PERTAINS TO THE STRUCTURAL INTEGRITY OF OUR UNIT UP 7D .,t JS � taer fi .J+srF • �rOi"M� �•°""` THE CONNECTIONS TO THE EXISTING STRUCTURE AND/ORANY NEW WEST VIRGINIA WISCONSIN WYOMING D . CONSTRUCTION. THE CONNECTIONS TO THE EXISTING AND/ORANY NEW CONSTRUCTION MUST BE ANALYZEDACCORDING TO CONDITIONS SPECIFIC TO EACH JOB,BY A LOCAL PROFESSIONAL ENGINEER. 7)ENGINEERS CERTIFICATION:I LAWRENCE FISCHER CERTIFYTHAT THESE ENGINEERING SPECIFICATIONS HAVE BEEN PREPARED UNDER MY DIRECT SIIPFRVISION AM"THAT I AM ARFRI.CTFRF11 D1:/f1PPCCIrIMAI FP4I IMFFp IN TNF • OURSEASONS1 SMART DECK INSULATED FLOORING SYSTEM SUNROOMS > f3 .. 1 .T' ALLOWABLE LIVE LOADS I TR< •a.w c , EFFECTIVE DATE 10/C REV'S ON:0 8-04 Li RECOMMENDED ALLOWABLE MAXIMUM ALLOWABLE PANEL TYPE SPAN LIVE LOAD LIVE LOAD DEFLECTION= L/600 DEFLECTION= L/360 PSF KG/M2 PSF KG/M2 6 FT [ 1.83 M] 203 991 203 991 7/16" OSB 7 FT [ 2.13 M] 159 776 174 849 5 5/8" EPS (1LB PER CU/FT) 8 FT [ 2.44 M] 108 527 152 742 7/16" OSB 9 FT [ 2.74 M] 76 371 130 635 10 FT [ 3.05 M) 55 269 95 464 NOTE: FOR HARD SURFACE FLOORING 11 FT [ 3.35 M] 41 200 71 347 WE RECOMMEND PLYWOOD, 12 FT [ 3.66 M) 31 151 54 264 OR WONDERBOARD,BE 13 FT [ 3.96 M] 24 117 42 205 STAGGERED ON TOP OF OSB SURFACE 14 FT [ 4.27 M) 18 88 33 161 USING GLUE AND SCREWS 15 FT [ 4.57 M] 14 68 27 132 USE U600 DEFLECTION LOAD VALUES 16 FT [ 4.88 M] 11 54 21 103 7166i TI1ICK ORIENTED STRAND GIRDERS SHOULD BE BOARD TOP AND BOTTOM SPACED AS NECESSARY TO ACHIEVE REQUIRED LOADING '74-6. -- '---- --- -- 5-5/8" ;, - _ 2 x 6 JOISTS A7 PANEL SEAMSL -.4 '-',...?1,11,..,-'1,:i (NOT SUPPLIED) 1tt CWFT EPS FOAM AVAILABLE WITH ALUMINUM SKIN . " FLOOR PANEL ONONESIDE '—LEDGERS r-1L� FLOOR PANELS MAILABLE IN x - ,, y;1-{, 4'x8'OR4'x16'. CROSS SECTION ..�._ -- _ LOCALLY ENGINEERED UNDER STRUCTURE GIRDER DESIGN BY OTHERS'--` l-_ 1 (POSTS AND GIRDERS) /4 7t•- may^ / 4.1_445-,t',1&`% fficift P B44•y E J,.1,., e, �1 ;Ai ".q4.....--....1,*.. :p Q Y'� -.40,` he .' 3 .. y.•..,, //E(/`�%\ , .•.. ( v,f..,rR '. .,ir tE l's`n- -)f4 a• .fie 't".7'.---.1-.!"4.1-- "n (-(, ).. '�+ 'C� ',.,„'"'"w_,.." '"1 sa .b(""= ,ii• - 1 ;_ .a a!"•o r, >_-' i .4tYr'31 .:.....:.. :y/ ,` .. 3acc .c sf/eY M,. \f&.-6;•.4...>" E :if +�;; ,•+�t_'"z' '�. \e aLr' *�-,: i�•f NCE P+ ALABAMA ARIZONA ARKANSAS CALIFORNIA COLORADO CONNECTICUT DELAWARE FLORIDA GEORGIA IDAHO ILLINOIS y..Y i npp ) t,4.L.�' :: \lop, ,pF KEy7� 4 Y/,, fwM' %w,.�e ...--7::::7,-, /"...' y f / tel' tl4F/E / %-�; J j-�. t i„.,,,k,. YB LL If fief , ..:` #4.1 +�.K... t •� �.-. U T ... /nN,.,:.. +. ,. yt ,`�' - �" ',,-....7 ,,,,,..41e;F =r-_. . , w -INDIANA IOWA KANSAS KENTUCKY LOUISIANA MAINE MARYLAND MASSACHUSETTS MICHIGAN MINNESOTA MISSISSIPPI .#114Y= .4. f?ywT�,...�- 4?C H 'QS' !fE`\ !� �� 4 /Jt' pyHCC RJ,,,,, 1�' ..... ,MNLN f' A Tyr 16r\s p +1" 1a�\f :61Sr,.e. •y .. ;., � liMR vw4yet sxir ;1 .yc•e, °1 f" �x d r �'�'',„ _ - 01 isc[ i1 w i -Z=.-- t E1 11.41.44 eAcrtswu, Wit,!1nit„,- , - .e � L. c wt P--1 ,` , 2F,"EQ, i Tt :r� - // CN 'v. w c� -••-•••+`� '""iy. > ,,„.,t j'R a...1' O• 4".i R ,• c,2 MISSOURI CA • OHIO MONTANA NEBRASKA NEVADA NEW HAMPSHIRE NEW JERSEY NEW MEXICO NEW YORK NORTH CAROLINA NORTH DAKOTA /'`",;):*-4,,,. f -, t r - F _ M1WTERIA.LS: I f'' \ . S I'_, . . POLYSTYRENE CORE i •'- VCT ti 4` . '1;1' (( f -TENSILE STRENGTH=16-20 psi c4,. }` /. .--.4.vt-.4.- ,c'4 -, r a -SHEAR-18-22 Psi. . \ W - -SHEAR MODULUS(Gc)=280-320 psi. ...✓' �� ). •,_i \ ^-•- ' ....J. -MODULUS OF ELASTICITY=180-220 psi OKLAHOMA OREGON PENNSYLVANIA PUERTO O RICO RHODE ISLAND SOUTH CAROLINA ORIENTED STRAND BOARD(OSB). ,r N �.: • ,.-- ry`,• F44,4 ��v+.+i i'•y NODULUS OF RUPTURE=644 psi. tM ` rr -MODULUS OF ELASTICITY=72381C psi Yitk- - 44----JGF+. �i 'I .ci,� J T `'i1 +� ,/ • 9 MOR-ADM-600 SERIES ADHESIVE: ,-.4-- y,st 2 rx, 2 , L j • - Too ii,s...,,,,,,,,,"+'+ .TENSILE SHEAR BOND=30 psi. f sii<f 54 i� - •I s, .--,.•, NOTES: ...!..;-50":7 '8 i _ • ,S-.;,?•,;!•4_,..7,..• 11 ADDITIONAL_DADS APPLIED TO BEAM FROM WIND FORCES MUST BE EVALUATED SERWRATELF SOUTH DAKOTAFOR EACH JOB .v-+. TENNESSEE TEXAS UTAH VERMONT VIRGINIA 2i ALUMINUM ALLOY FOR GLAZING BARS IS 6063-T6 .. ':r e'" pE - -.•' uE 4�, 3i DEAD LOAD OF FLOOR SYSTEM IS 13 5 PSF PANEL CONSTRUCTION. 4 ry 11$i '�"1'ei; eE KA •-+' ; i 4. 4)!.__UNITS SHOWN ON THIS PAGEARE ACCEPTABLE FOR CONSTRUCTION IN SEISMIC ZONE 4. 51 DEAD_OAD OF FLOORING MATER,A_S MUST BE SUBTRACTED FROM LOADS 'y i�,xy „y" -.�` `,,"' -ss SHOWN IN CHART ABOVE k- 4 -es` -42F _ - ,. 61THIS SUMMARY PERTAINS TO THE STRUCTURALINTEGRITY OF OUR UNIT UP TO,BUT NOT INCLUDINr• :_ '�'i;'„,i.E • ��s.y„i iH' THE CONNECTIONS TO THE EXISTING STRUCTURE AND(OR ANY NEW CONSTRUCTION.ALL WEST VIRGINIA WISCONSIN WYOMING SUBSTRUCTURE DESIGN REQUIREMENTS AND CONNECTIONS TO THE EXISTING STRUCTURE AR' WASHINGTON D.C. NOT INCLUDED IN THESCOPE OF WORK FOR THE FOUR SEASONS PRODUCT AND MUST BEDESIG. BY OTHERS 71 THE ENGINEERING DESIGN SCOPE FOR THE FOUR SEASONS PRODUCT DOES NOT ACCOUNT OR SPECIAL LOAD CONDITIONS CREATED BY ATTACHMENT TO THE EXISTING STRUCTURE THESE MAY INCLUDE SNOW DRIFTING OR UNBALANCE SNOW LOADING.ANY SPECIAL LOADING CONDITIONS MUST BE EVALUATED BY OTHERS. FILE:FLORENG1.CDR 8)ENGINEERS CERTIFICATION I CERTIFY THAT THESE ENGINEERING SPECIFICATIONS HAVE BEEN REFERENCE NUMBER 0400 PREPARED UNDER MY DIRECT SUPERVISION ANDTHAT I AMA REGISTERED PROFESSIONAL ENGINEER IN THE STATES SHOWN. 9-2 z 0- D- p z v -v -v 77 v -0 -0 - - -0 -0 -10 -0 -0 -U 0 A A A w w w CO w w N N N N N N = p) -D i 1 s (o ( w O G) O O G) G) 0 0 O 0 0 0 G) O O G) 0 O O G7 x D '" g,. (7 v C N CD 00 =,DJ .� CO N.) -4 -, Co -, .-- Co Cr) .-a . .a CO Cr) �. 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N N N NJ N N N N N 0 r ::.,..„ ` . 0. ' C ) r) M a q le ,, .1.,."%,,,,,,,.4: °lino utt:.,,,.---, :,‘... ;p-'7.1 ,:,'''":-. .0 0 SHOP DRAWING MODEL - P2 .--,.--_ Supporting plate (Dimension of the plate are variable) Norm: CSA G40 .21 -steel i ASTM A36 [rt Circular section ,:. Model P2 : 2.375w x 0.154' .. Norm : ASTM A500 grade C- circular steel section Exclusive polyethylene sheath protect from the frost • 1 Variable , --'�_._._ Helix welded a the plant on both sides Thickness : 5116" Norm: CSA 640.21 - steel ASTM A36 FNM FOUR SEASONS' •USUNROOMS � Four Seasons Solar Products LLC February 21,2007 '1ttqf' Bob Noe Creative Enclosures 279 West Main Street Nonvich,CT 06360 Tel:860-886-7631 Fax:860-886-6219 Re:230 Sun and Star Straight Eave attachment to base structure. Dear Bob: Per your request please find the type and number of fasteners required to support the standard Sun and Star Straight Eave designed by Four Seasons Sunroom(16 ft projection and 18 ft front wall)with design load of 30 psf roof load 120 mph wind speed exposure C as per 2003 International Building Code. This design is valid only for the concrete(fc=2500 psi or stronger)or wood base(Douglas fir, Larch or stronger)where the sunroom will be supported. Concrete base: Use 3/8"diameter Hilti Kwik 11 Expansion Anchors with 4-1/4"minimum embedment or 3/8"diameter Titen HD Anchors with 3-3/4"minimum embedment. a.All 7BP post to foundation:4 anchors b.All other posts to foundation;2 anchors(one at each side of the post)and 16"on center max. c.Rafter to existing concrete structure. 3 anchors. d. Wall column to existing concrete structure: (2)anchors at top and 30"on center vertically. Wood base: Use 1/2"or 3/8"(as noted)diameter Lag screws with minimum 2"thread engagement to the base. a.All 7BP post to foundation:(4)3/8"diameter with(2)3/8diameter on each side of Utility-H b. All posts to foundation:(4)3/8"diameter(two on each side of the post)and 16"on center max. c.Rafter to existing wood base structure:(3) 1/2"diameter Lag screws. d. Wall column to existing wood base structure:(2)3/8"diameter Lag screws at top and 30"O.C. vertically. Please note that the capacity of existing concrete or wood base structure that supports the sunroom has to be investigated locally by other professionals. Please feel free to contact me with any questions. Sincerely, toottn o„rw. u l F CON !; Lawrence Fischer,PE - '�` •* Four Seasons Sunrooms Consulting Engineer =9No. 137e5 :- • • � 441 • ``. LAWRENCE FISCHER ��Sr��A%%% to�� CONSULTING ENGINEER -2177.)07 PHONE# 1(407)482-6841 FAX# 1(407)482-6841 ,097., National �� ASK ABOUT Sunroorn e {�,�� yp�g EWERGYSTAR Association (10 Illil� '+ .n'• 5005 Veterans Memorial Highway • Holbrook, NY 11741 • Telephone(631)563-4000 • Facsimile(631)563-4010 • www.FourSeasonsSunrooms.com 6,2/14/07 17:49 FAX 07]10 .cr-16-06 1' 4Q rn Flom•-Four 5882c06 Solar 6312189070 T-744 F 00i/005 :-1,52 . • is ri i � ', •'• .;i;.i' '`-r'•;:•' • : :; ^3..i' .. �•" Y ,.. , • :,: S6MPSON • ^i • .�. �ti: '':a •k' .4.4 . } �: `y:/_, •}itiftti.ii•''e• :•!' �:w, i -fit• •..k. _ ---- �� .. • 1 f!..4. � a :;• .�.o . . • Heavy;DI Rty'Screw•Anchor`fOr;conciiSes*"jyM isp.i'.cy.: ._ .;..;; :: : •. 1`a:ion Loads la Normal-WeIUtit Concr9ie ' '=,� ! Critical, , '..Crllici! __.__T- �- ,-----r- I i • i1 a e4. "� I 1'0•a-4000 pcl'.(27.6 il1P6) I u.onr.it.r I size Dntl 81t '_••EOQe: 'Spaeln0•;, ' •Pei=2000•pt((1'3.6,iY1P:).. t'c a=:30U0 pa ;: • I. Dia. Dann' I Dist. . 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Irmo, y',a!inur wrJe'or in:nen rl'rr:v r:cr^y."•..:l Lf.-r;:n;. trze:::wry;et ie•s'iri taxes :rht'9 perp:re0 try..oc. *II';,tu1•',n:aracu:•,'ewe':::.n,,0,34,.Allcrr.•0:e',;a0:1:1;:e:flr,p 1.1140 •1 ;tic!:o:•i.v,ii:oa ,p,ehnt't^or for sprsnc i:u1 tape :or ca.',r^.u'cnni:n..;,rvr cur'):n:lrv::en 2003 ac:3,r.400_piI yp ::tWec a on aCio...01•i02 02/14/07 17:49 FAX CJ11 \ Job No Sheet No Rev ,C�i 6afware licensed to Four Seasons Sunrooms Part Job Title Rel By Date20-Dec-02 Chd Client File SWM-16DH 5CB5 5CBI Dateli'n'e 08-Jun-2006 09:03 s Ag- 5 TAIa HT M.-1(9A)2a) T T taD \ :' \20 tG 28 51 •47 43 \ \ 81 _\3s \ _\ es 0 _. 35 48 33 __ 25 \\ \\ 64 \ 42 \` 59 \ t \ 45 \� N s8 N •\. \ \ \ \ . 52 °�\\\\ \\.\�1\\ \ \\ 44 \ 6 N ` \ 40 \. \ 16 ." 2. 36 23 \� \ pg 11 N. b8 11 „,\N 16 . 22 7 \Zp 6 3 \ \\ �`\ 13 `d\g 4 Z �\ 77 \\ \\N L 12 '\16 N• \ \. 2 8 \ Load 5 • 1 02/14/07 17:49 FAX Cj12 • Job No Sheet No Rev 0 1 Part Software ficansed to Four Seasons Sunrooms Job Tule Ref ev D te20-Deo-02 Chat Cin File SWM-16DH_5CB5_5CBI Date/Time 08-Jun-2006 09:03 tgov I28 `1 47 43 61 34 39 85 ` \ 50 35 \ \ \ 37 \ \ , 46 __ 25 \ " \ 64 \ 42 \ \\53 N. �\1 38 \ \9 \ \\.\ 58 31 \45 \60 32 _ 24 \ 41 \ \ \ 27 ...-------C„37 \ \- • \ 5.48 \ \i, `� \ \ 44 -\ \N W 21 \ \ \ 8 \\•\. \ 40 N 16 • \ \ 28 38 — __\ ,29 11 \ se \ 10 \� 22 7 55 20 6 \ 3 ‘cx 17 40 ' IlkAr ifilau` 9 b �o ' 15 10Om • e tr..."....rtles. F X AV... \ lik., Load s 00.1 4 AI -- ZIGO 02/14/07 17:49 FAX CU13 Thursday, June 08, 2006, 09:20 AM SUN AND STARS: STRAIGHT SAVE DESIGN -- PAGE NO. 5 •MODEL NUMBER: SWM-18DH SUPPORT REACTIONS -UNIT POUN INCH STRUCTURE TYPE = SPACE JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 1 5 4.06 670.52 -0.10 0.00 0.00 0.00 6 -472.88 -828.77 -277.74 0.00 0.00 0.00 7 246.77 -242.86 294.64 0.00 0.00 0.00 8 -351.75 -161.16 -208.37 0.00 0.00 0.00 9 187.99 278,27 220.92 0.00 0.00 0.00 4 5 -11.29 696.59 -0.11 0.00 0.00 0.00 6 -407.10 100.77 -277.24 0.00 0.00 0.00 7 -227.39 -294.60 294.64 0.00 0.00 0.00 8 -313.46 554.79 -207.99 0.00 0.00 0.00 9 -178.67 258.27 220.91 0.00 0.00 0.00 8 5 -2.91 2064.98 0.00 0.00 • 0.00 0.00 6 -468.40 -1777.90 -649.48 0.00 0.00 0.00 7 53.59 -1538.94 691.38 0.00 0.00 0.00 8 -353.40 130.30 -487.11 0.00 0.00 0.00 9 38.09 309.52 518.54 0.00 0.00 0.00 12 5 6.05 1996.94 0.00 0.00 0.00 0.00 6 -468.39 -1700.73 -649.49 0.00 0.00 0.00 7 -28.91 -1483.16 691.39 0.00 0.00 0.00 8 -346.93 139.11 -487.11 0.00 0.00 0.00 9 -17.32 302.28 518.54 0.00 0.00 0.00 16 5 0.00 756.21 1.20 0.00 0.00 0.00 6 -677.71 -177.57 -49.22 0.00 0.00 0.00 7 636.63 -158.43 48.93 0.00 0.00 0.00 8 -508.29 392.26 -36.06 0.00 0,00 0.00 9 477.47 406.62 37.55 0.00 0.00 0.00 19 5 0.00 792.37 1.73 0.00 0.00 0.00 6 -762.23 -170.35 -6.61 0.00 0.00 0.00 7 716.03 -173.46 4.94 0.00 0.00 0.00 8 -571.68 418.74 -3.73 0.00 0.00 0.00 9 537.02 416.40 4.94 0.00 0.00 0.00 22 5 0.00 9.78 0.58 0.00 0.00 0.00 6 -85.56 5.41 -0.64 0.00 0.00 0.00 7 80.38 6.13 0.24 0.00 0.00 0.00 8 -64.17 9.45 -0.08 0.00 0.00 0.00 9 60.28 9.98 0.59 0.00 0.00 0.00 23 5 0.00 36.22 0.88 0.00 0.00 0.00 6 -304.80 19.72 -2.08 0.00 0.00 0.00 7 286.34 20.44 0.83 0.00 0.00 0.00 8 -228.60 34.95 -0.94 0.00 0.00 0.00 9 214.76 35.49 1.24 0.00 0.00 0.00 24 5 0.00 38.37 1.55 0.00 0.00 0.00 6 -326.38 22.14 -3.17 0.00 0.00 0.00 7 306.61 22.34 0.75 0.00 0.00 0.00 8 -244.78 37.83 -1.27 0.00 0.00 0.00 9 229.95 37.96 1.67 0.00 0.00 0.00 25 5 0.15 231,05 48.74 0,00 0.00 0.00 6 -265.58 51.39 -960.04 0.00 0.00 0.00 7 156.70 -138.21 155.23 0.00 0.00 0.00 I 02/14/07 17:49 FAX Ej14 Thursday, June 09, 2006, 09:20 AM SUN AND STARS: STRAIGHT EAVE DESIGN -- PAGE NO. 6 *MODEL NUMBER: SWM-18DH SUPPORT REACTIONS -UNIT POUR INCH STRUCTURE TYPE = SPACE JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 8 -199.08 204.99 -684.80 0.00 0.00 0.00 9 117.63 62.79 151.65 0.00 0.00 0.00 28 S 0.58 233.39 34.95 0.00 0.00 0.00 6 -230.06 -108.40 -19.91 0.00 0.00 0.00 7 -152.41 -137.43 150.64 0.00 0.00 0.00 8 -172.12 86.83 10.35 0.00 0.00 0.00 9 -113.89 65.06 138.26 0.00 0.00 0.00 35 5 • 0.66 895.69 -150.37 0.00 0.00 0.00 6 -344.36 -778.04 -163.95 0.00 0.00 0.00 7 138.98 -783.28 -133.41 0.00 0.00 0.00 8 -257.79 63.96 -231.47 0.00 0.00 0.00 9 104.71 60.03 -208.57 0.00 0.00 0.00 39 5 0.67 839.74 180.89 0.00 0.00 0.00 6 -298.71 -624.24 -1069.45 0.00 0.00 0.00 7 70.96 -839.81 195.96 0.00 0.00 0.00 8 -223.55 138.94 -671.54 0.00 0.00 0.00 9 53.70 -22.74 277.51 0.00 0.00 0.00 43 5 0.68 897.50 -158.51 0.00 0.00 0.00 6 -276.75 -773.68 -191.89 0.00 0.00 0.00 7 4.75 -790.29 -94.38 0.00 0.00 0.00 8 -207.07 ---59.54 -258.32 0.00 0.00 0.00 9 4.05 56.08 -185.19 0.00 0.00 0.00 47 5 0.72 842.43 165.13 0.00 0.00 0.00 6 -282.89 -629.18 -1040.49 0.00 0.00 0.00 7 -61.67 -843.13 215.38 0.00 0.00 0.00 8 -211.65 137.18 -661.19 0.00 0.00 0.00 9 -45.73 -23.29 280.71 0.00 0.00 0.00 51 5 0.71 892.67 -132.32 0.00 0.00 0.00 6 -312.43 -768.71 -219.25 0.00 0.00 0.00 7 -130.15 -777.60 -167.06 0.00 0.00 0.00 8 -233.81 68.79 -259.93 0.00 0.00 0.00 9 -97.10 62.12 -220.78 0.00 0.00 0.00 55 5 -0.02 755.95 1.13 0.00 0.00 0.00 6 -531.55 -172.16 -47.77 0.00 0.00 0.00 7 -633.75 -158.40 48.95 0.00 0.00 0.00 B -398.67 396.14 -35.03 0.00 0.00 0.00 9 -475.32 406.46 37.51 0.00 0.00 0.00 59 5 0.00 9.78 0.57 0.00 0.00 0.00 6 -67.41 5.46 -0.63 0.00 0.00 0.00 7 -80.37 6.13 0.24 0.00 0.00 0.00 8 -50.56 9.49 -0.07 0.00 0.00 0.00 9 -60.28 9.98 0.59 0.00 0.00 0.00 60 5 0.00 36.21 0.86 0.00 0.00 0.00 6 -240.14 19.95 -1.72 0.00 0.00 0.00 7 -286.34 20.45 0.B4 0.00 0.00 0.00 8 -180.11 35.12 -0.68 0.00 0.00 0.00 9 -214.76 35.49 1.23 0.00 0.00 0.00 61 5 -0.03 38.35 1.51 0.00 0.00 0.00 ' 02/14/07 17:49 FAX 1j15 Thursday, June 08, 2006, 09:20 AM SUN AND STARS: STRAIGHT EAVE DESIGN -- PAGE NO. 7 *MODEL NUMBER: SWM-18DH SUPPORT REACTIONS -UNIT POUN INCH STRUCTURE TYPE = SPACE JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 6 -257.13 22.35 -2.29 0.00 0.00 0.00 7 -306.59 22.35 0.77 0.00 0.00 0.00 8 -192.87 37.98 -0.64 0.00 0,00 0.00 9 -229.96 37.98 1.66 0.00 0.00 0.00 62 5 -0.01 792.39 1.70 0.00 0.00 0.00 6 -600.54 -172.64 -6.41 0.00 0.00 0.00 7 -716.02 -173.40 4.97 0.00 0.00 0.00 8 -450.42 417.04 -3.60 0.00 0.00 0.00 9 -537.02 416.47 4.93 0.00 0.00 0.00 END OF LATEST ANALYSIS RESULT 136. PRINT JOINT DISPLACEMENT S IA/ 4d : i - CXiSTalC -1/$ LuAr..:A TOCK NOUSE as,T✓ STRUCTURC 6 1/16' g011 _ 601C.0 QTS M loq� �� X11► 11. 4-_----7-. "c,(0Z. ?t) IA: CUT 601Tou 1 O. S. B. a (-). Lccar, : X 10 T� 4 j. 10 (pX 1 { Supporting plate (�, (Dimension of the plate are variable) v CAtE Norm:CSA G40 .21 -steel ASTM A36 Circular section • Model P2: 2.375'x 0.154' Norm: ASTM A500 grade C-circular steel section ti Exclusive polyethylene sheath 7. protect from the frost Variable Helot welded a the plant on both sides • Thickness: Norm: CS4 G40.21 - steel ASTM A36 ., soNs 230 SUN & STARS ROOM: STRAIGHT EAVE , :J ID R C•13 (2 in 12 ROOF PITCH) ENGINEERING & STRUCTURAL LOADING INFORMATION 5005 VETERANS MEMORIAL HWY HOLBROOK N.Y. 11741 EFFECTIVE DATE 6-02 LD ROOF ROOM GLAZING BAR RAFTER LIVE EXPOSURE B EXPOSURE C EXPOSURE 0 ROOM GLAZING BAR RAFTER LIO EF EXPOSURE B EXPOSURE C EXPOSURE D MODEL O.C.SPACING TYPE LOAD WIND LOAD WIND LOAD WIND LOAD MODEL O.C.SPACING TYPE LOAD WIND LOAD WIND LOAD WIND LOAD (Psf) (mph) (mph) (mph) (psf) (mph) (mph) (mph) S"M-6DH 2'-6 5/8' 5LB3 150 155 140 125 S'M-15DH 2'-6 5/8" 5L83 20 125 110 100 3-0 5/8" 5LB3 130 140 125 115 3.0 5/8" 5LB3 15 125 110 100 S'M-7DH 2'-6 5/8" 5LB3 105 155 140 125 2'-6 5/8" 5C135 68 125 110 100 3-05/8' 5L83 90 140 125 115 3-0.5/8" 5CB5 57 125 110 100 S-M-9DH 2'-6 5/8" 5L83 7C 155 140 125 S'M-16DH 2'•6 5/8" 5LB3 15 120 105 95 3-0 5/8" 51.83 60 140 125 115 3-0 5/8" 5163 10 110 100 90 S'M-10DH 2'-6 5/8" 5LB3 55 155 140 125 3.0 5/8" .5LB3 45 140 125 115 3.6 " 5CB5 60 120 105 95 3,0.5/188" ..5C85 48 120 105 95 S'M-11DH 2'-6518- 5LB3 40 150 135 120 S'M-170H 2'•65/8• 5LB5 25 115 100 90 3-05/8" 51.83 35 140 125 115 3-0 5/8". 5LB5 20 115 2'-6 5/8" 5H83 70 150 135 120 100 90 3-05/6' - 5HB3-3 58 140 125 115 3.665/8"/8" 5CB5 52 115 100 90 5CB5 43 115 .. 100 90. S'M-12DH 2'-65I8" 5LB3 30 140 125 115 S'M-18DH 2'-65/8' 5185 20 110 100 90 3-0 518' 51.83 25 140 125 115 3-0 5/8' 51135 15 110 100 2'-6 5/8" 5H83 56 140 125 115 290 -6 " 5CB5 46 110 100 90 3-0518' .5HB3 47 140 125 115 3-0.518/8', 5C85 37 110 100 90 S-M-13DH 2'-6 sir 5LB3 25 130 115 105 SW-19DH 2'-6 5/8" 5LB5 15 105 95 85 3-05/8' 5LB3 20 130 115 105 3-05/8' 5LB5 10 105 95 85 2'-6 5/8' 5HB3 48 130 115 105 2-6 5/8" 5C85 41 3-0 5/8"' 5HB3 40 130 115 105 105 95 85 3-05/8' 5CB5 34 105 95 85, NOTE:EXPOSURE B-RESIDENTIAL AREAS,EXPOSURE C-OPEN TERRAIN AREAS,EXPOSURE D-AREAS WITHIN 1500'OF OCEAN Far 2 "„: ow..._.'?".:;\ a14. at a ss .YS+� Ji.Q477-77:7*it / i ,�,. fi' # dw '�,�'i• f 1,.tE t ti � a,{y. e, Nc! ¢(k�R Cts r Y..-:,� r :'•} 77 sse'''. [Eats&BEI ".sto1,,_w y 4 �H"" - �+-r 7 .. . »' r"1 !' nM\'.9�t 11 -.7':./74..o.,-2-4,,,,, N [t r[sslr[as t p itaum _ .. 7 e 1 9 N tt>� - s"...[rn - �4_4, �t19073 t �s R '`" ._• MMO Ric "fir �,.s'' Ftp " ,""' +WZ� ty, /- L ..twl on:t �' uf<'s=v'c' 4�+�.�°, 17' r,,.. aur k� \ SQ tF s��ALABAMA ARIZONA ARKANSAS CALIFORNIA COLORADO CONNECTICUT DELAWARE FLORIDA GEORGIA IDAHO ILLINOIS,Q-9�ako uktr�/ 1 ,,,..,...•,,, a•'''''w � 4,‘,---,,W0.- ~ f.:::„.--,,,,711.N". �S�y ,./o.... \ t• " .,._:....ti� t ... ,. o-s.-,r:<:. IOWA KANSAS KENTUCKY LOUISIANA MAINE MAFf1•LAND MASSACHUSETTS MICHIGAN MINNESOTA MISSISSIPPI MISSOURI a"'tar `,ram - -7„,r`04r, -v..Pjs `� �,...ti♦ NCE F rz- g ^ .' f `y^. s >•�wr Y '`� rc��.,�i r ,...4.,,,„.„4....,4:\ gpF'iST�G. �a a.o t�z+`";•a. e Lro:.ea I .�.. & t� ut•FFlrC_* /� 4 z'p, ' /".5a.. ' f •' '+.•\1. 6 . Aig tr irjEnt II'? IC.[y,. I.:!"""E'er•1= E` m. ♦ t `•; 1 • i/ (.�Na 1•T J�,v70 2.“ [� . '. !- �s 8 PIM i of f 'a• __ `& 4..4..J` ,;+:fq[`Y!/< V ZpEpCftl tir �y . [ �•r tic(y... re` '♦i" '4`FE 'r'jw y:r rt: N Dt C MONTANA NEBRASKA NEVADA NEW HAMPSHIRE NEW JERSEY NEW MEXICO NEW YORK NORTH CAROLINA NORTH DAKOTA N. " OHIO OKLAHOMA (e1 :—... . y N. t iii1® ',/ y ``• NOTES: r-...-..,i.,..1... !7.: ' .'...:.:�� : / &muse - I i /E+:,:.a,.t t """"t. s a I "`':''',,,,-,1:_,,, C 4a:::1 444,-wit {f{t; "'•E( 1) 5LB3=3'LITE BAR,5LB5=5"LITE BAR,SCBS=5"HEAVY BAR ik t" sem-j- -,tw&:i.. \ / 2) ALUMINUM ALLOY FOR GLAZING BARS IS 6005-75. OREGON PENNSYLVANIA PUERTO RICO RHODE ISLAND SOUTH CAROLINA SOUTH DAKOTA d. o-y 3) DEAD LOAD OF ROOF SYSTEM IS 7 PSF .r4•,',I `�At' % r ; \\ '1I'`" " 4)ALL UNITS SHOWN ON THIS RAGE ARE ACCEPTABLE FOR CONSTRUCTION IN ?4... .- Ia s"9,,+„tj. cam..,'; 1. SEISMIC ZONE 4. .r o'..1,�,�,r" ""`+.- 'LZ ? •r . 5)A LOCAL PROFESSIONALENGINEER SHOULD DETERMINE THE SITE SPECIFIC LOADING AND PERFORM ANYADDITIONAL NECESSARY CALCULATIONS,WHICH TENNESSEE TEXAS UTAH VERMONT VIRGINIA WASHINGTON yENLEF '�� ♦ E Or MAY INCLUDE:MINIMUM DESIGN LOADS REQUIRED BY LOCAL MUNICIAALITIES, �:`h5% • "" `E ` ",F OR ANY DRIFTING OR UNBALANCED SNOW LOADS PRODUCED BY ADJACENT ,.,4's,,,;,......"4-Z% s" as 'f max o�'4 r�`se.v `s?F r F—s.= a-.Hkyn + STRUCTURES. -•�smu,p�',`:'- ---`�_ slip, '•.a. r,s.,.f 6)THIS SUMMARY PERTAINSTO THE STRUCTURAL INTEGRITY OF OUR UNIT UP TO ."`TMs` room '... THE CONNECTIONS TO THE EXISTING STRUCTURE AND/ORANY NEW WEST VIRGINIA WISCONSIN WYOMING D . CONSTRUCTION. THE CONNECTIONS TO THE EXISTING AND/ORANY NEW CONSTRUCTION MUST BE ANALYZEDACCORDING TO CONDITIONS SPECIFIC TO EACH JOB,BY A LOCAL PROFESSIONAL ENGINEER. 7)ENGINEERS CERTIFICATION:I LAWRENCE FISCHER CERTIFYTHAT THESE ENGINEERING SPECIFICATIONS HAVE BEEN PREFiARED UNDER MY DIRECT RLJPFRVI.SION ANI1 THAT I AM ARFQIRTFRFf PP IFFCCIfIMAI FMrIMFFP IN Tuc •,-'+e4t i+.r.....:.,r:T-rzi:�tc:".,,,,....x'n.r,... �.�. BE FOUR SEASONS FLOORING SYSTEM SUNROOMS ALLOWABLE LIVE LOADS ommom. *z d ' EFFECTIVE DATE 1a: ufrliareaxE f e :>�`-' REV!S!ON:B 8-04 LI RECOMMENDED ALLOWABLE MAXIMUM ALLOWABLE PANEL TYPE SPAN LIVE LOAD LIVE LOAD DEFLECTION= L/600 DEFLECTION = L/360 PSF KG/M2 PSF KG/M2 6 FT [ 1.83 M] 203 991 203 991 7/16" OSB 7 FT [ 2.13 M] 159 776 174 849 5 5/8" EPS (1LB PER CU/FT) 8 FT [ 2.44 M] 108 527 152 742 7/16" OSB 9 FT [ 2.74 M] 76 371 130 635 10 FT [ 3.05 Mj 55 269 95 464 NOTE: FOR HARD SURFACE FLOORING 11 FT [ 3.35 M] 41 200 71 347 WE RECOMMEND PLYWOOD, 12 FT [ 3.66 M] 31 151 54 264 OR WONDERBOARD,BE 13 FT [ 3.96 M] 24 117 42 205 STAGGERED ON TOP OF OSB SURFACE 14 FT [ 4.27 Mj 18 88 33 161 USING GLUE AND SCREWS 15 FT [ 4.57 M] 14 68 27 132 USE U600 DEFLECTION LOAD VALUES 16 FT [ 4.88 M] 11 54 21 103 -7,1,3"Ti'F OPE N 1ED Sir= ',- GIRDERS SHOULD BE BOARD TOP AND BOTTOM SPACED AS NECESSARY TO ACHIEVE REQUIRED LOADING -� vim. -- "— --- ..._._. ' -Iv 5-5/8" 2X6JOISTS AT ) \R Ai PANEL SEAMS L tri CWFT EPS FOAM `AVAILABLE WITH a (NOT SUPPLIED) ALUMINUM SKIN '` J, FLOOR PANEL ONONESIDE `LEDGERS �- / :'"% FLOOR PANELS A/AILABLE IN xl; =jam y,ij, 4•x8.OR4'x1E CROSS SECTION 4-._ �'--4^ __ LOCALLY ENGINEERED UNDER STRUCTURE GIRDER DESIGN BY OTHERS'--`' %�- (POSTS AND GIRDERS) 6" ''''PF6 •,.. £ Nm- A• yX91 Rt '. iT.. k- /r(Q FC� �jR./.ate ~ _p $ . d 4.-Fitt I f� p i (1�, ''.7:," ■[G ST.[f 'Ff55.5i.f�� - {5 Y',,g1- %��\�. y.1 • \::%,,----' ,�[\GI\[[ f 23! ...1Ft �/+J+..t}t�',;f�j h i� � ( f3Uf2 •i36, :' - `-- i •-,.«, tom, • a s sx s F- f �f-r .wJ 4``Rt+cE - '�Suxs •�.'' `�., .:"%r� '*._ ,�. • 'S—"':177: �'��.vcE 4s?2j �"\°,tiex �� ALABAMA ARIZONA ARKANSAS CALIFORNIA COLORADO CONNECTICUT DELAWARE FLORIDA GEORGIA IDAHO ILLINOIS J '^".Ti gyp[Kif II! Li BLI �D",+.+'F'M^�. r"�•� _, s - '..�_ 5 ..' qa s;%�a,...Pfi ..MVE o ..`,.„ti (:,!.1,,- ,;,�� e _a'-;1'il--41Q.:-\\ 44.42:\''' !`�'*r �h�a , .w..7,,.:. - a Gs-i INDIANA IOWA KANSAS " s ;' KENTUCKY LOUISIANA MAINE MARYLAND MASSACHUSETTS MICHIGAN MINNESOTA MISSISSIPPI 4.,."N.Q. *:,. .3i' o, ,`a'utt','• :m• ei` �` '',, 4/;{/..•44iVy•sy +`�siii''c -r`? azz-[ _ - i 6_4 1 t g� p 7� 33 „, r`+\ -• jfe.a s e,"' c"�Sry.s.7- "4C.,. i. ,'rCr R�Ia 1p,,,,,,,,:k-c 9 •;F 2r� 3 - t ^n¢rei PA ' °e:MR"o+T'.: ,x ar:[;.ns.. 8.,1___Rst/ n.ad�r`::;:- -c ^' qTM DN.-- ,,r=y MISSOURI MONTANA NEBRASKA NEVADA NEW HAMPSHIRE NEW JERSEY NEW MEXICO NEW YORK NORTH CAROLINA NORTH DAKOTA OHIO r ." i, "K s. I POLYSNRE"lE CORE "•---<R3.- d I y3J �. .;)` I 'fir t ; .~' -TENSI'_E STRENGTH=16-20 psi etw r ...a.q�.k ,.04.. :, r ' -SHEAR-18-22 psi. .•. _+ _Y1. •`•., i ` / '"--;;•'.= ��`tr 4ti-• ' -SHEAR MODULUS(GO=280-320 psi. 'kc s'55.:::-..:;-, ,55_5,1-5=>- __I '-"C -MODULUS OF ELASTICITY=180-220 psi OKLAHOMA OREGON PENNSYLVANIA PUERTO RICO RHODE IS_AND SOUTH CAROLINA ORIENTED STRAND BOARD(0081: f,, .':'.,!:•':-.,.!. -.?:"-'T ti [� r.��,;.'• -MODULUS OF RUPTURE=W4 psi_ a _ ,1./ -4f`y �y 4- 4 �ic� l '� it -MODULUS OF ELASTICITY=723810 Gsi. t I r��},*� _ / I t c MOR-AD M-600 SERIES ADHESIVE: �-,....= �-•i- l'..-7.,,,... "7" -TENSILE SHEAR BOND-30 psi. \''..;,-,Li- I 6'! 4 -. I J I -i1/4-,;,.; c '' NOTES'. �*••,.•-.✓ ``-- u, r 5 K?yY,_ YL .�';• r 1)ADDITIONA__ORDS APPLIED TO BEAM FROM WINO FORCES MUST BE EVALUATED SEPARATELY SOUTH DAKOTA FOR EACH JOB TENNESSEE TEXAS UTAH VERMONT VIRGINIA 2)A UMiNUM ALAI FOR GLAZING BARS IS 6063-T6. ,.....r4-5 .15 4° 1 F .d• E spy s ..,.G... f�i ur 3)DEAD LOAD OF FLOOR SYSTEM IS 13.5 PSF PANEL CONSTRUCTION ;y = fy"Fo Fy� •y z-- & -`i 4)ALL UNITS SHOWN ON THIS PAGEARE ACCEPTABLE FOR CONSTRUCTION IN SEISMIC ZONE 4. 1 'y^'eafr f,J..i p. 5)DEAD_OAD OF FLOORING MATERIALS MUST BE SUBTRACTED FROM LOADS r ,,. ,-' --�' __ „� _ SHOWN IN CHART ABOVE +�'t -ys • s 1A° `-.r +� 61THIS SUMMARY PERTAINS TO THE STRUCTURALINTEGRITY OF OUR UNIT UP TO,BUT NOT INCLUDINI" .++d" ,.7' _ s,„G,T$' THE CONNECTIONS TO THE EXISTING STRUCTURE AND/OR ANY NEW CONSTRUCTION.ALL f I WEST VIRGINIA WISCONSIN WYOMING SUBSTRUCTURE DESIGN REQUIREMENTS AND CONNECTIONS TO THE EXISTING STRUCTURE AR, WASHINGTON D.C. NOT INCLUDED IN THESCOPE OF WORK FOR THE FOUR SEASONS PRODUCT,AND MUST BEDESIG. BY OTHERS 71 THE ENGINEERING DESIGN SCOPE FOR THE FOUR SEASONS PRODUCT DOES NOT ACCOUNT OR SPECIAL LOAD CONDITIONS CREATED BY 'TACHMENT TO THE EXISTING STRUCTURE. THESE MAY INCLUDE SNOW DRIFTING OR UNBALANCE SNOW LOADING ANY SPECIAL LOADING CONDITIONS MUST BE EVALUATED BY OTHERS. FILE:FLORENG1.CDR 6)ENGINEERS CERTIFICATION I CERTIFY THAT THESE ENGINEERING SPECIFICATIONS HAVE BEEN REFERENCE NUMBER 0400 PREPARED UNDER MY DIRECT SUPERVISION ANOTHAT I AMA REGISTERED PROFESSIONAL ENGINEER IN THE STATES SHOV•'IN. 9-2 1 CXISTi;IC r-1%..41;te,:rt 4ot1C HOUSC ) SGtfu STRUCTURC f ) 6 ;/16'- .. 1 CANSCQ\11\bZ,C- / WAIL ok 1C4(r• - � / fir• �(,r�I1 6X10 \):1; �VA M �'fj CUT BOTTOW 11 O. S. B. �t T 4 (-�1 1 / �COCCR : z I0 T, 6 \ i It 1 i f 6 t Fyf. t T -i ^--- supporting plate (Dimension of the plate are variable) E �rAbE' I Norm:CSA G40 .21-steel it, ASTM A36 r` [7 Circular section Model P2: 2.375'x 0.154' f Norm: ASTM A500 grade C-circular steel section 1 F.__ gf is Exclusive polyetfrytene sheath protect from the frost 5` Variable $ -F�- Helix welded a the plant on both sides Thickness:5li6' Norm: CSA G40.21 - steel ASTM A36 CO CT D o z v - l 3 v 13 v -o v - v v v 13 -v v v v v _- O 0 A . • W (D C.) .) .) C.) NJ IV IV NJ IJ IJ 1 5 (D T N to O y..) 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A A A A A A A A A A A A A A A A A A A A CD �\� O 33S\ V V V V V V V V V I V V V V V V V V V V V N �� O O O 0 0 0 0 O O ICD O O O O O O O O O CD 0) 0) O) a) C7) 0) a) a) 0) I0) 0) C) 0) 0) 0) 0) 0) 0) a) 0) O Iiep CO Co Co Co CO CO Co CO CO CO Co Co CO CO Co CO Co Co CO Co ' ^.> `iCy .JC I i ti - N. C �.. V V J V V V V V V V V V V V V V V V V V NJ i 44. CO CO COCOCO CO CO C.) r CO CO C0 CO 00 •9 i.. y Co CO CO CO CO CO Co CO0 CO CO CO CO CO CO CO CO Co CO CO CO p p < rs •).',•a C _ x a) a) a) a) 0) 0) a) a) a) 0) a) a) a) a) a) 0) a) 0) a) a) o �;• ^ i X IIfOUR SEASONS r e..A.ss fi r SeaSo s SUNROOMS Four Seasons Solar Products LLC -&' ��5 -"-'R�,�..-., -'--------."—'—'- "'"''"–""'D .4 February 21,2007 Bob Noe Creative Enclosures 279 West Main Street ,2 Nonvich,CT 06360 Tel:860-886-7631 Fax:860-886-6219 Re:230 Sun and Star Straight Eave attachment to base structure. Dear Bob: Per your request please find the type and number of fasteners required to support the standard Sun and Star Straight Eave designed by Four Seasons Sunroom(16 ft projection and 18 ft front wall)with design load of ,_= 30 psf roof load 120 mph wind speed exposure C as per 2003 International Building Code. This design is valid only for the concrete(fc=2500 psi or stronger)or wood base(Douglas fir, Larch or stronger)wherethe sunroom will be supported. Concrete base: Use 3/8"diameter Hilti Kwik 11 Expansion Anchors with 4-1/4"minimum embedment or 3/8"diameter Titen HD Anchors with 3-3/4"minimum embedment. a. All 7BP post to foundation:4 anchors b. All other posts to foundation;2 anchors(one at each side of the post)and 16"on center max. c.Rafter to existing concrete structure. 3 anchors. d. Wall column to existing concrete structure: (2)anchors at top and 30"on center vertically. Wood base: Use 1/2"or 3/8"(as noted)diameter Lag screws with minimum 2"thread engagement to the base. a.All 7BP post to foundation:(4)3/8"diameter with(2)3/8diameter on each side of Utility-H b.All posts to foundation: (4)3/8"diameter(two on each side of the post)and 16"on center max. c. Rafter to existing wood base structure: (3) 1/2"diameter Lag screws. d. Wall column to existing wood base structure: (2)3/8"diameter Lag screws at top and 30"O.C. vertically. Please note that the capacity of existing concrete or wood base structure that supports the sunroom has to be investigated locally by other professionals. Please feel free to contact me with any questions. Sincerely, f. CON .. _s_ive,,,,..c..,:- .4,.„.9.____ 0.. ;tea • PSN �tOtt Sc.. �• C,,, S c0 Lawrence Fischer,PE *:-4 73;* Four Seasons Sunrooms Consulting Engineer =-o • °. i = Si3 ' No. 13745 (j 0.:4((•,••CENSE.• :` LAWRENCE FISCHER ,''la fUNA1`tto``� CONSULTING ENGINEER Zl 2 ! 7 PHONE# 1(407)482-6841 / FAX# 1(407)482-6841 t(`:: FM National >: enztn AS ABOUT Sunroorn _ 1411) ,. =. �/�/fit o FNERGYSTAR Association -t . ° MR I1 Veterans Memorial Highway • Holbrook, NY 11741 • Telephone(631)563-4000 • Facsimile(631)563-4010 • www.FourSeasonsSunrooms.com r-' ULTRA%R A M E PLC . _ :.. 02/14/97 17:49 FAX ' iqn-;5-06 0,40:m Ftom-Four 5eisons Solar a 10 6312189076 T-740 P 103/005 F-10 . . .. • . . • .. ..., . • .• .... • . . , . . .• • . , . . . .. . . , -•-. . • . •-. . . ' ,'. . . • .. . .. ' ..IIT11-)1592-, • TITER-HD Heavy Platy Screw Anchor for toricrpte....Er 41144.0iniry-.4/- ..y.'".;.'-f, ' • -:-- ''••'. • - . •.:,,:- . •,...- ;: •..•• i• .?.,:- -.• ,;. •,,.. •. ::;:.;..:•,... 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Load 5 1 X 02/14/07 17:49 FAX Z13• STARS: June 08, 2006, 09:20 AM S SUN AND ARS: STRAIGHT EAVE DESIGN 'MODEL NUMBER: SWM-18DH PAGE NO. 5 SUPPORT REACTIONS -UNIT POUN INCH STRUCTURE TYPE = SPAC3 JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 1 5 4.06 670.52 -0.10 0.00 0.00 0.00 6 -472.88 -828.77 -277.74 0.00 0.00 0.00 7 246.77 -242,86 294.64 0.00 0.00 0.00 8 -351.75 -161.16 -208.37 0.00 0.00 0.00 9 187.99 278.27 220,92 0.00 0.00 0.00 4 5 -11.29 696.59 -0.11 0.00 0.00 0.00 6 -407.10 100.77 -277.24 0.00 0.00 0.00 7 -227.39 -294.60 294.64 0.00 0.00 0.00 8 -313.46 554,79 -207.99 0.00 0.00 0.00 9 -178.67 258.27 220.91 0.00 0.00 0.00 s 5 -2.91 2064.98 0.00 0.00 • 0.00 0.00 6 -468.40 -1777.90 -649.48 0.00 0.00 0.00 7 53.59 -1538.94 691.38 0.00 0.00 0.00 8 -353.40 130.30 -487.11 0.00 0.00 0.00 9 38.09 309.52 518.54 0.00 0.00 0.00 12 5 6.05 1996.94 0.00 0.00 0.00 0.00 6 -468.39 -1700.73 -649.49 0.00 0.00 0.00 7 -28.91 -1483.16 691.39 0.00 0.00 0.00 8 -346.93 139.11 -487.11 0.00 0.00 0.00 9 -17.32 302.28 518.54 0.00 0.00 0.00 16 5 0.00 756.21 1.20 0.00 0.00 0.00 6 -677.71 -177,57 -49.22 0.00 0.00 0.00 7 636.63 -158.43 48.93 0.00 0.00 0.00 0 -508.29 392.26 -36.06 0.00 0,00 0.00 9 477.47 406.62 37.55 0.00 0.00 0.00 19 5 0.00 792.37 1.73 0.00 0.00 0.00 6 -762.23 -170.35 -6.61 0.00 0.00 0.00 7 716.03 -173.46 4.94 0.00 0.00 0.00 8 -571.68 418.74 -3.73 0.00 0.00 0.00 9 537.02 416.40 4.94 0,00 0.00 0.00 22 5 0.00 9.78 0.58 0.00 0.00 0.00 6 -85.56 5.47. -0.64 0.00 0.00 0.00 7 80.38 6.13 0.24 0.00 0.00 0.00 8 -64.17 9.45 -0.08 0.00 0.00 0.00 9 60.28 9.98 0.59 0.00 0.00 0.00 23 5 0.00 36.22 0.88 0.00 0.00 0.00 6 -304.80 19.72 -2.08 0.00 0.00 0.00 7 286.34 20.44 0.83 0.00 0.00 0.00 8 -228.60 34.95 -0.94 0.00 0.00 0.00 9 214.76 35.49 1.24 0.00 0.00 0.00 24 5 0.00 38.37 1.55 0.00 0.00 0.00 6 -326.38 22.14 -3.17 0.00 0.00 0.00 7 306.61 22.34 0.75 0.00 0.00 0.00 8 -244.78 37.83 -1.27 0.00 0.00 0.00 9 229.95 37.98 1.67 0.00 0.00 0.00 25 5 0.15 231,05 48.74 0,00 0.00 0.00 6 -265.58 51.39 -960,04 0.00 0.00 0.00 7 156.70 -138.21 155.23 0.00 0.00 0.00 I1Ntfsserver41Structural Engineerin4lStandard Enaineerino\STAADIMode]_s1230 STARS .STRATnRT1a0-79nrk SWM-7Fnu SrPS cner 02/14/07 17:49 FAX al4 Thursday, June 08, 2006, 09:20 AM SUN AND STARS: STRAIGHT EAVE DESIGN *MODEL NUMBER: SWM-18DH PAGE NO. 6 SUPPORT REACTIONS -UNIT POUN INCH STRUCTURE TYPE = SPACE JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 8 -199.08 204.99 -684.80 0.00 0.00 0.00 9 117.63 62.79 151.65 0.00 0.00 0.00 28 5 0.58 233.39 34.95 0.00 0.00 0.00 6 -230.06 -108.40 -19.91 0.00 0.00 0.00 7 -152.41 -137.43 150.64 0.00 0.00 0.00 8 -172.12 86.83 10.35 0,00 0.00 0,00 9 -113.89 65.06 138.26 0.00 0.00 0.00 35 5 0.66 895.69 -150.37 0.00 0.00 0.00 6 -344.36 -778,04 -163,95 0.00 0.00 0.00 7 138.98 -783.28 -133.41 0.00 0.00 0.00 8 -257.79 63.96 -231.47 0.00 0.00 0.00 9 104.71 60.03 -208.57 0.00 0.00 0.00 39 5 0.67 839.74 180.89 0.00 0.00 0.00 6 -298.71 -624.24 -1069.45 0.00 0.00 0.00 7 70.96 -839.81 195.96 0.0D 0.00 0.00 B -223.55 138.94 -671.54 0.00 0.00 0.00 9 53.70 -22.74 277.51 0.00 0.00 0.00 43 5 0,68 897.50 -158.51 0.00 0.00 0.00 6 -276.75 -773.68 -191.89 0.00 0.00 0.00 7 4.75 -790.29 -94.38 0.00 0.D0 0.00 8 -207.07 . _98.54 -258.32 0.00 0.00 0.00 9 4.05 56.08 -185.19 0.00 0.00 0.00 47 5 0.72 842.43 165.13 0.00 0.00 0.00 6 -282.89 -629.18 -1040.49 0.00 0.00 0.00 7 -61.67 -843.13 215.38 0.00 0.00 0.00 8 -211.65 137.18 -661.19 0.00 0.00 0.00 9 -45.73 -23.29 280.71 0.00 0.00 0.00 51 5 0.71 892.67 -132.32 0.00 0.00 0.00 6 -312.43 -768.71 -219.25 0.00 0.00 0.00 7 -130.15 -777.60 -167.06 0,00 0.00 0.00 8 -233.81 68.79 -259.93 0.00 0.00 0.00 9 -97,10 62.12 -220.78 0.00 0.00 0.00 55 5 -0.02 755.95 1.13 0.00 0.00 0.00 6 -531.55 -172.16 -47.77 0.00 0.00 0.00 7 -633.75 -158.40 48.95 0.00 0.00 0.00 8 -398.67 396.14 -35.03 0.00 0.00 0.00 9 -475.32 406.46 37.51 0.00 0.00 0.00 59 5 0.00 9.78 0.57 0.00 0.00 0.00 6 '67.41 5.46 -0.63 0.00 0.00 0.00 7 780.37 6.13 0.24 0.00 0.00 0.00 8 -50.56 9.49 -0.07 0.00 0.00 0.00 9 -60.28 9.98 0.59 0.00 0.00 0.00 60 5 0.00 36.21 0.86 0.00 0.00 0.00 6 -240.14 19.95 -1.72 0.00 0.00 0.00 7 -286.34 20.45 0.84 0.00 0.00 0.00 8 -180.11 35.12 -0.68 0.00 0.00 0.00 9 -214.76 35.49 1.23 0.00 0.00 0.00 61 5 -0.03 38.35 1.51 0.00 0.00 0.00 \\Ntfsserver4\Structural Enoineerina\Standard Enoineerinnl.STAAnIMnrda1 \2.90 STARS STRAr rT19n-19nrkcwm-1F17H crnc c!`Or 02/14/07 17:49 FAX Z15 Thursday, June 08, 2006, 09:20 AM SUN AND STARS: STRAIGHT EAVE DESIGN -- PAGE NO. 7 *MODEL NUMBER: SWM-18DH SUPPORT REACTIONS -UNIT POUN INCH STRUCTURE TYPE = SPACE JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 6 -257.13 22.35 -2,29 0.00 0.00 0.00 7 -306.59 22,35 0.77 0.00 0.00 0.00 8 -192.87 37.98 -0.64 0.00 0,00 0.00 9 -229.96 37.98 1.66 0.00 0.00 0.00 62 5 -0.01 792.39 1.70 0.00 0.00 0.00 6 -600.54 -172.64 -6.41 0.00 0.00 0.00 7 -716.02 -173.40 4.97 0.00 0.00 0.00 8 -450.42 417.04 -3.60 0.00 0.00 0.00 9 -537.02 416.47 4.93 0.00 0.00 0.00 END OF LATEST ANALYSIS RESULT 136. 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O. _ i $ r,;--- ! f - I LEDGER : X 10 Ti i . 1 .X CO ?at -Vc'57 ktovic I V fficpfrr • I541PP°6rICI Ph" rh t� (Dimension of the Tate are variable) # "��uE Norm:CSA G40. 1-steel ASTM A36 • Circular section I Model P2: 2.375'i 0. 154' - Norm: ASTM A50p grade C-circular steel sedan - F ' i 1 I Exclusive po sheath prottCt from the fro I 1 I Variable r i 111 1 Hdoc welded a e plant on both sides r ' '�` Thidasess:511 i Norm: CSA G40.21 - steel ASTM 07/12/07 18:13 FAX Z03 E. .. .10..,f , • . Okti, - . , elk- A - Ad ,2-'• - • t r N (( • u P4 1 t �r.:, ...:- a # ' .1101111111.111110#::'' tl r 41 ` -9 ..'Zel%,? - .il• PM=• • li i �+ 4YYYY- .k " F iy s: - f .: 4 r-; , t 3 t r 7111146111400444004104014040 '4,''..4.•'I'V.17.4,.0.2.l''''.'0* t ; } Town of 11f-' Building D( Residential Accessory Stru Date: 7/0?f/D 7 Job address: P Ate 5 v V '' `/Yl t2 7 C 7 e Job Description: Cons f'ai c/ r / J P4 f o o� Your permit application is being rejected for the items checked off or commented G to s are required) (C.G.S.29-252a.) This list is offered as a guideline only. It is not meant to be all- p e ce of the State Building Code. SUPPORTING DOCUMENTATION Permit applicationnot completed 71/42/o-7 Permit foe due$ Permit fee to be calculated - Worker's comp.affidavit or worker's comp.certificate to be submitted atelt . Copy ofcontractor's permit registrationolicense with appropriate Construction permit sign-off sheet required with appropriate approvals,it shall be the applicant's responsibility to obtain the required signatures Affidavit required from the holder of the registration or license authorizing you Utilities not provided(electrical,phone,cable,sewer,water,gas) to apply for a permit with their information Delineation of flood hazard areas and design flood elevation is required per Provide supporting documentation to show compliance with the 2003 IECC sectionR106.1.3 (www.energycodes.gov)OR u Private sewage disposal system to be identified along with all technical and soil • One-and Two-Family Dwellings with<15%glazing area to conform to the data as per section R106.2.1 requirements of section NI 102.1 Grading is to slope away from the building,provide more detailed information • Townhouses with <25%glazing area to conform to the requirements of Plan submitted is not the same plan that has been approved by the Zoning section NI102.1 Department and/or Health Department Two sets of construction documents required,this includes all engineering Retaining wall—construction documents required data,calculations and all other documentation(RI06.I) Retaining wall documents required to be stamped and signed by a Connecticut Documents are copyright protected,provide original plans or a letter from the Registered Professional Engineer designer authorizing the duplication of the plans Field set of the approved construction documents are required to be picked up FOUNDATION from our office and must be available on site during all inspections No plans submitted or insufficient information Construction documents shall be of sufficient clarity to indicate the location, Dimensions required nature and extent of the work proposed as per section RI06.1.1 Wall thickness not identified Construction documents do not match the orientation of the structure on the Footing size not identified site plan Frost protection not identified or is insufficient Column type,size,spacing not identified or insufficient WIND LIMITATIONS Waterproofing details not provided or insufficient. Submit supporting data to show conformance with the wind limitations(3 Pier type,size and anchor details not provided or insufficient second gust 110 mph) Engineered foundation plan required Design publication needs to be identified(WFCM,chapter 3;WFCM,chapter Crawl space ventilation,location, 2;ASCE 7-2002;SSTD10-99) P type and size not provided or insufficient Documents reaired to be slam Crawl space access,location and size not provided or insufficient q ped and signed by a CT registered Professional Engineer Documents must be designed to either WINDOWS&DOORS • Wood Frame Construction Manual,2001 edition Door sizes not identified Window size&type not identified • ASCE 7—2002 edition Window header size not identified or insufficient • SSTD 10—1999 edition Door header size not identified or insufficient Documents required to be stamped and signed by a CT registered Professional Engineer if based on ASCE 7-02 or WFCM chapter 2 GARAGE and CARPORTS Shearwalls not identified on the construction documents or are insufficient No plan submitted or insufficient information provided Shearwall calculations required Building section required Ridge connection not identified or insufficient Opening protection between the garage and residence is not identified or Roof-to-wall connection not identified or insufficient insufficient per section R309.1 Wall-to-wall connection not identified or insufficient Separation between the garage and the residence is not identified or insufficient Wall-to-sill connection not identified or insufficient per section 8309.2 Provide engineering data for the piers to resist gravity,lateral,shear and uplift loads,stamped and signed by a CT licensed design professional ELEVATIONS. Hold-down devices,location and type not identified or insufficient No plans submitted or insufficient information Foundation anchor spacing not identified or insufficient Plans do not match the floor plans Construction documents do not match the engineering data submitted Finish grade not identified or does not match the site plan Cold-formed steel framing shall be designed in accordance with COFS/PM- Building height(s)not identified 2001 edition Dimension height of chimney Roof pitches not identified r[jevirei lfay 4,2007 Town of Montville Building Department STAIRS SHEDS Stair not shown Structure has an area of more than 400 square feet– frost protection is Riser height not identified or insufficient required,provide details(R403.1.4.1) Tread depth not identified or insufficient Eave height is greater than 10 feet–frost protection is required,provide details Nosing required for closed riser stairs (8403.1.4.1) Riser opening can not allow the passage of a 4"sphere Ground anchors are required–provide information and details Winder stair–detailed plans required Spiral stair–detailed plans required POOLS/HOT TUBS Stair width required to be minimum of 36"above the required handrail height Provide information and details for barrier Handrail detail not provided or insufficient detail Gate can not swing out over stairs Guardrail detail not provided or insufficient detail Gate required to swing away from the pool area Headroom height not identified or insufficient Sidewall support brackets required to be protected by a barrier, provide 36"landing required at the bottom of the stairs information and details 36"landing required at the top of the stairs Gates to self-closing and self-latching Frost protection required,provide details and connections Doors from residence required to be alarmed OR self-closing,self-latching Pool pump receptacle dimension from the pool wall is required–show location FRAMING on plan Stud size and spacing not provided or insufficient General purpose receptacle required(min. 10 ft,max 20 ft from pool)–show- Sheathing type not provided or insufficient location on the plan Plans required showing joists,beams and openings Wiring type not identified or unclear Bearing partitions not provided or indicated Wiring method not identified or unclear Framing direction not indicated or unclear Burial depth not identified or unclear Beam span&size not provided or insufficient Bonding requirements not identified or unclear Joist span,size&spacing not provided Light fixtures–manufacturers installation instructions required Joist's over-spanned Electrical plan required for pool Beam over-spanned Provide design data for all unaligned wall and floor bearing points FLOOD-RESISTANT CONSTRUCTION(R323) Point loads not identified on beam data Documentation required to be submitted for the connection,anchored to resist Framing less than 18"to grade to be pressure treated or decay resistant flotation,collapse or permanent lateral movement Steel beam–must be stamped and signed by a Connecticut Professional Delineation of flood hazard areas,floodway boundaries,and flood zones and Engineer the flood design elevation to be identified on the site plan(8106.1.3) LVL's–engineering data required Elevation of the proposed lowest floor,including basement;in areas of shallow I-joists–engineering data required flooding (AO nines), the height of the proposed lowest floor, including Design loads not provided or insufficient basement above the adjacent highest grade shall be identified(8106.1.3) Electrical systems,equipment and components, and heating,ventilation, air DECKS/PORCHES conditioning and plumbing appliances,plumbing fixtures,duct systems, and Construction documents required other service equipment shall be located at or above the design flood elevation. Dimensions required ELECTRICAL INFORMATION Framing direction not indicated Plansrequired showingpanel locations, Beam span&size not provided or insufficient GFCI switches,lights and receptacle Joist span,size&spacing not provided locations Panel location not identified Joist's over-spanned Receptacle locations not identified or insufficient Beam over-spanned GFCI receptacle locations not identified or insufficient Ledger–show attachment and flashing detail Lights and switches not identified or insufficient Post size or spacing not indicated Location of time clock not identified Height of deck above adjacent finished grade not provided Connections not identified or insufficient Plans do not match site plan FUEL GAS INFORMATION LP-Gas tank size and location not identified on the plans Trench detail not provided or insufficient Piping diagram not submitted or insufficient Comments: Xr I h S / f/1 "t b/Vli► ce' f —b • Permit application reviewed by: e4/6' Vernon D.Vesey II David M.Jensen Charles Corell Building Official Deputy Building Official Building Inspector f virer'Afay 4,2007 .- ,;, STATE OF CONNECTICUT �E_ DEPARTMENT OF PUBLIC SAFETY 44ts 9 DIVISION OF FIRE,EMERGENCY AND BUILDING SERVICES AF;., ..' -„•� ,– • • OFFICE OF THE STATE BUILDING INSPECTOR === - -`\ N. July 11, 2007 �`-- Robert Noe, Project Manager Creative Enclosures LLC 279 West Main Street Norwich, CT 06360 RE: M-847-07 28 Pires Drive Oakdale, Connecticut Dear Mr. Noe: I have reviewed the referenced request for modification of Section R403.1, of the 2003 International Residential Code portion of the 2005 State Building Code, which states in part that all exterior walls shall be supported on continuous solid masonry or concrete footings or other approved structural systems which shall be of sufficient design to support safely the loads imposed as determined from the character of the soil. It is my decision to approve this modification, as requested, to utilize the submitted Techno Metal Post System to support a 242 square foot sunroom on a single family dwelling, with the stipulation that the installation of such system complies fully with the CCMC Evaluation Report. If you have any questions, please contact Daniel Tierney, Deputy State Building Inspector, at (860) 685-8310. Regards, Christopher R. Laux, AIA State Building Inspector By: - , •,..mi le- - Daniel Tierney Deputy State :uilding Inspector CRL:DT:pm cc: Vernon Vesey, Montville Building Official Telephone(860)685-8310 1111 Country Club Road Middletown, CT 06457 http://www.ct.gov/dps An Equal Opportunity Employer