Loading...
HomeMy WebLinkAboutSunroom f 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: 82005-0228 Date: 24-May-05 Map/Lot: 131/046-000 Owner ID: 73000 Project Location: 7 ANDERSEN LANE Unit: Job Description:. Sunroom on existing deck 9'6" x 127" Owner Name: Raymond T and Michele L Occhialini Tenant Name: N/A Careof: 7 Andersen Lane Oakdale CT 06370- Telephone: Contractor Name: Creative Enclosures, LLC Telephone: (860)886-7631 DBA: Lic/Reg Type: HIC Lic/Reg No: 557461 279 West Main St. Exp Date: 30-Nov-05 Norwich Ct 06360- Construction Value Permit Fees Construction Information Building Value: $5,854.00 Building Fee: $48.00 Use Group: R-4 Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1999 State Building Code Mechanical Value: $0.00 Mechanical Fee: $0.00 w/2004 Amendment Electrical Value: $293.00 Electrical Fee: $8.00 Construction Type: 5B Total Value: $6,146.00 Penalty Fee: $0.00 Permit Code: R3 C of 0 Fee: $25.00 Comments: Plan Review Fee: $5.60 State Ed Fee: $0.98 Total Fee: $87.58 It shall be the owners reosonsibility 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 ❑ Deck Piers 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 F-/~ Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation ❑ . 'ficat of Approval Ce f to of Occupancy Building Official's Approval: 05/20/05 09:56 FAX Z02 s i i 'x t i i j '!tlVCMY(i'Y.itiLWc - OCZbA25a~IRdtQr-0AS t 5120105 3b: Montville Building OfHdal, Joseph Jr. Summe s or Vernon D. Vesey ff From: Creative Enclosures Construetion Manager,~Frank Kulick sb6jec#: rAnderson an've,tkaymondand Jivichelf ©cchiaiini Alr. Ves ey Or A*. Summers' The fo'lAtowing sbould answer all questions you ha~ regarding the sunroom installation, I. The computed Uplift of the Structure is 841.5 pounds. Per Table A-3.2 pg 217 of the W'FCM 2UVI ed6n, Singfe story 136~nph 3 secondwind gust. 2. She "Dead Load" otthe structure is @31 fbs. 3. From Pier to sunroom riff anchoring as foil ws: • Fier to .Post; Anchor bolts (I per pie , S piers) Simpson SM16 (I3,64(}ibs) = 40,920 ibs total Pier to Post Base (i per pier, 3 pier ~ Simpson A.BU66 (8900fbs each] = 26,700 Ibs ti tal Post to Beams (I per pier, 3 piers} S' pson ACb (max j (I 0,t1t 0I6s each) 30,000 lbs ti~tal - Floor Joist to Beam (I per joist, fZ otaf) Simpson H2.5 (1300 Ibs each) = 15,000 Ibs total 'I I B wA Jois., vol knot wall VLuds (2 -wi "r,24"' of each odside corner, i next to house wall connection s 6 tatal) impson H6 (3983 Ibs each) = 23,898 Ibs Knee walls stems to top sill plate (2 ~ *hin 24" ofowh outside caner, I next to house wall connection = 6 t tat) Sirapson R6 (3983 lbs each) = 2-389$ M 4 We nor t*e JxL- acc vt the added ~ up-M-4 Prot an"Jon from the houst Mall vz=ec n. 5. We used Exposure " T" for wow-case ~ Q to cak4late uplift. Rectfu~~y, 1 I i L ` Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 848-3030, Ext 382 Uncasville, CT 06382 Fax. 848-7231 Residential Building Permit Application Form Permit R ❑ New Construction X .Addition ❑ Alteration ❑ Accessory Structure ❑ Single family ❑ Two-Family ❑ Townhouse Job Address 7 A yb E R $o/y L qw,~" (Number) (Street) (Unit) Job Description .2J1S74LL A 9*6"'X 7" SU/)RdoM oN AAl E'X15TIoVe, btrGl< Owner*_&ymcn,a ANbMiew Lzi OCCa4i,gt)tyi Mailing Address 7 AA/sERsoN j,0VL' City Off! KbA L z State C i Zip 6 6 3 7o Tel 860 / $1LI k/ 193 82_ Contractor eIZG,4 r yz: L-KC t oSu R tom, L L C Mailing Address .279 W L s i A,¢ t.v .Srra t ,-i City No R w l c14 State CT Zip o 6 3 b® Tel 91.0 / 88 6/ 76 3 1 Contractor's License/Registration Type & Number S S 74/6 Exp. Date 01 /3 D / o I hereby certify that the proposed work will conform to the Basic 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 thIm aut oh riz~ctapplic ikon fo t for such work as described above. Separate applications are required for electric 1, plumbing, mechanical, etc. Owner /Agent Signature ~o %s't6,t G✓C~T/a~ jtw e Date 57 Construction Value Fee Building $ f q 7 ?0. $ Plumbing $ $ Mechanical $ $ Electrical $ $ Certificate of Occupancy $ Plan Review Fee $ State Education $ Total $ (See 1fverse side for additional requirements) ftvisedSeptem6er9, 2004 r Town of Montville Building Department File Receipt Date: 06-May-05 Receipt No: 162 Received From: Creative Enclosures Job Address: 7 Andersen Lane Fees Collected State Educational Training Fee Cash: $0.00 Cash: $0.00 Check: $87.58 Check: $0.98 Check No: 10849 Construction Value: $6,146.00 Demolition Value: $0 00 Received By Sandra Pandora Permit Fee Calculation Spreadsheet MISCELLANEOUS PERMIT CALCULATION Address: Pools & Spas Above Ground Round EA $ 3,200.00 $ - Above Ground Oval EA $ 6,000.00 $ - In-Ground EA $ 20,700.00 $ - Heater EA $ 3,465.00 $ - Hot Tub EA $ 5,250.00 $ Roofing Strip & Reroof SQ $ 350.00 $ - Overlay SQ $ 250.00 $ - Plywood SQ $ 125.00 $ - Plumbing Full Bath EA $ 5,000.00 $ Half Bath EA $ 3,500.00 $ - Garages Attached, 1 car EA $ 10,775.00 $ - Attached, 2 car EA $ 18,600.00 $ - Attached, 3 car EA $ 25,810.00 $ - Detached, 1 car EA $ 13,850.00 $ - Detached, 2 car EA $ 21,100.00 $ - Detached, 3 car EA $ 28,350.00 $ Sheds SF $ 26.25 $ - Sheds with Electrical SF $ 26.25 $ - Electrical Service 100 Amp EA $ 825.00 $ - 200 Amp EA $ 1,500.00 $ - Siding SQ $ 600.00 $ Windows EA $ 445.00 $ - Doors EA $ 625.00 $ - Decks/Po rc hes/Su n rooms Open SF $ 22.31 $ Covered SF $ 62.69 $ - Enclosed 119 SF $ 49.19 $ 5,853.61 TOTAL BUILDING CONSTRUCTION COST $ 5,853.61 PERMIT FEE CALCULATIONS Fee Building $ 5,854 $ 48.00 Plumbing $ - $ - Mechanical $ - $ - Electrical $ 293 $ 8.00 N Work Commenced before permit issuance $ CO Fee $ 25.00 Plan Review $ 5.60 State Ed Fee $ 6,146 0.98 Total Fees $ 87.58 Based on 2003 RS Means Residential Cost Data 5/6/2005 J 400 ww Dam m STATE OF CONNECTICUT + DEPARTMENT OF CONSULTER PROTECT1W 1 Be it 1uiown CREATIVE ENCLOSURES LLC { 279 WEST MAIN ST NORWICH; CT 06360 is certified by the Department'bf'Coll sutrier Protection as a registered d HOME IMPROVENWNT CONTRACTOR Registration #$57461 CREATIVE ENCLOSURES LLC }~°%•a~- - - Effective: 12/01/2004 EVirat on: 11/30%2005 Ed,, hi R Rodriguez, Corm!,,., ,ncc ACORD. CERTIFICATE OF LIABIrLITY fNSURANE °~IMMIDQlYYYY) PRODUCER 07/19/2004 (860)889-7391 FAX (860)88.7-279S THIS CERTIFICATE IS ISSUED AS A.MATTER 10F INFORMATION Sumner and Sumner, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 493 West Main St. HOLDER. THIS CERTIFICATE DOES NOT AMEND; EXTEND OR Norwich, CT 06360 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Creative Enclosures LLC INSURER A St Paul Travelers Insurance 279 West Main Street INSURERS. Phoenix Insurance Co. 2S623 Norwich, CT 06360 INSURER C: Westport Insurance Company INSURER D: 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 IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR NADDYI SR TYPE OF INSURANCE POLICY NUMBER DATE MM/D DATE MM/D LIMITS GENERAL LIABILITY I-660-3261BS09-TIA-04 07/01/2004 07/01/200S EACH OCCURRENCE $ X COMMERCIAL GENERAL LIABILITY 1,000,000 CLAIMS MADE OCCUR PREMISES ooairence s 300.000 MED EXP (Any one person) $ 10 , 00 A PERSONAL d ADV INJURY = 11000.00( GENERAL AGGREGATE s 2,000,00( GEM AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP/OP AGG $ POLICY PROT- LOC 2,000,00C JEC AUTOMOBILE LABILITY I-810-2631B16A-PHX-04 07/01/2004 07/Ol/200S COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ 1,000,00 ALL OWNED AUTOS BODILY INJURY B X SCHEDULED AUTOS (Per pe-) s X HIRED AUTOS BODILY INJURY X NON-OWNED AUTOS; (Per ) S PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ H ANYAUTO OTHER THAN EA ACC S AUTO ONLY: AGG S EXCESSNMBRELLA LABILITY CUP-9248WI18-04 07/01/2004 07/01/200S EACH OCCURRENCE $ 11000.000 X OCCUR ❑ CLAIMS MADE AGGREGATE A $ l,ooo,oo s DEDUCTIBLE s X RETENTION $ 10,00 s WORKERS COMPENSATION AND WCX00234S3-0 6S/21/2004 OS/21/2005 EMPLOYERS' LIABILITY TORY 'IT' X ER ANYPROPRIETOWPARTNE N(ECUTWE E.L. EACH ACCIDENT s OFFICERJMEMBER EXCLUDED? 100,00 N describe under E.L. DISEASE - EA EMPLOYEE $ 100 , 00 SP CIAL PROVfS10NS below E.L. DISEASE - POLICY UMIT $ S00,00 OTHER DESCRIPTION OF OPERATIONS /LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT! SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ~~ss~~..~~ ~1 Victor Ebersole Jr. ext 36111E,A~1Cti-o_ VU ACORD 25 (2001/08) ©ACORD CORPORATION 1988 .y Town of Montville h Building Department 848-3030, Ext 382 CONSTRUCTION PERMIT APPROVAL /~1 ilia JZS` i.,s 1--6 N Ix Property Address 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 Permit Issuance Approval Approval ® Tag Collector Sigiik r date ❑ WPCA vS- S gnattire! cl tftiY l ❑ Planning & Zoning ?i.gnaft're/ date ❑ Health Department Sigiiattirei date ❑ Department of Public Works Signature/ chate: ❑ State Dept. of Transportation ❑ Fire Marshal `signature date. Comments/Conditions: ftvUedSeptem6er9, 2004 SYSTEM 4 GEORGIAN CONSERVATORY ISOMETRIC VIEW & ELEVATIONS s;-9M NOTE: BARS UNITS WILL USE 5 DEEP . 1 5/8 ~ v UNIT LENGTH 9/16 ~_-33M ~ 36 5/8: FOR 36' BAYS 1 5/8' ~30 5/B' FOR 30' BAYS t 4G-33M EXTERIOR SIDING 314 F ~ SHIM P 4G-24M GLAZI 4GC6 10-24 x 1 1/2' PP MS NS 10 1/2' O.C. HN2004 / GLAZING CORD 51.85 RK5NGLrJ/ 16 O 3/8' OlA STEEL FASTENERS 12' O.C. TYPE AND EMBEDOMENT INTO EXISTING STRUCTURE TO \ 7/8' INSULATED GLASS BE EVALUATED SEPARATELY f ISOMETRIC VIEW GLAZING BAR 4GBA OR 4HBA CABLE F RING EXISTING G 4G-30M RK4568 STRUCTURE 3/4' SHIM 4G-26M NO GABLE END SECTION 'A' (10-AND 15 UNITS) A UNIT LENGTH - 4G-8M t 5/8' SCREWS 18' O.C H-CHANNEL MAXIMUM A7`117 FIX M A7` 1 EXISTING STRUCTURE B 4G-aM UNIT WIDTH 3/8' D1A STEEL FASTENERS WITH WASHERS 12' O.C. TYPE AND EMSEDDMENT INTO EXISTING STRUCTURE TO MUST BE H-CHANNEL HERE E C / BE EVALUATED SEPARATELY 4G-25M 4C-BM 18 x 10 TFK SIDE ELEVATION !`G-1 IS CLOSED SILL 4G-18M 7CS 4G-14M _ 14G-17M WALL BAR DETAIL SECTION 'B' 4G-z, av-27u MUD- UNITWIDTH ~ FANEL 6 18 SCREWS INTO H-CHANNELS 3-INSIDE - T 3-OUTSIDE BOTH AT SILL AND EAVE UNIT - HEIGHT CLOSED SILL 7CS 3/8' DW STEEL FASTENERS WITH WASHERS 12- O.C. TYPE AND EMBEDOUENT INTO EXISTING STRVST4JRE T EyAtkJAT ' FOUNDATION OR DECK FR ONT ELEVATION MAY 0,5 2005 SILL DETAIL SECTION *C* A. i T. ISOMETRIC & ELEVATIONS VIEWS Lm w 410-W PAM 1 SYSTEM 4 GEORGIAN CONSERVATORY ® 230 CONSERVATORY: GEORGIAN DESIGN`__ Oqk % A fi WITH ALUMINUM ROOF AND ROOF TRUSS SYSTEM ENGINEERING & STRUCTURAL LOADING INFORMATION EFFECTIVE DATE: 6-02 LD SYSTEM 4 EX MODEL BH, ST MODEL FX, FH MODEL FT MODEL GEORGIAN TRUSS & GLAZIN RAFTER ALLOWABLE EXPOSURE EXPOSURE EXPOSURE EXPOSURE CONSERVATOR AR O.C. SPACIN BAR TYPE ROOF LOAD B C D B C D B C D B C D MODELS (psf) (mph) (mph) .(mph) (mph) (mph) (mph) (mph) (mph) (mph) Imoh) (mph) (mph) 1005 2'- 6 518" 4GSA 75 170 150 140 170 150 140 155 140 125 120 105 95 1008 2' - 6 518- 4GSA 75 170 150 140 170 150 140 155 140 125 120 105 95 1010 2'-6518- 4GBA. 75 165 150 135 165 150 135 145 130 115 120 105 91, 1013 2'- 6 518- 4GBA 75 155 140 125 155 140 125 140 125 115 115 10D 90 1015 ''-65/8" 4GBA 65 145 130, 115 145 130 115 130 115 105 110 100 90 1018 '-6578" 4GBA 60 1-05 130 115 145 130 115 120 105 95 105 95 SS 1206 '-0 518" 5L65 75 170 150 140 170 150 140 145 130 115 115 100 90 1209 3'-0 518 5LE5 75 160 145 130 1G0 145 130 140 125 115 115 100 90 1212 '-0 5LB5 75 150 135 120 150 135 120 130 115 105 110 100 90 1215 3'-0 5B- 5LB5 75 145 130 115 145 130 115. 130 115 105 105 95 85 1218 -0 518" 5LB5 65 140 125 115 140 125 115 125 110 100 100 90 80 1221 -.0 518- 5LE5 55 135 120 110 135. 120 110 120 105 95 100 90 80 1608 2'-658" 4GBA 4o 170 150 140 170 150 140 150 135 120 120 105 95 4HBA 40 170 150 140 170 150 140 150 13s 120 120 105 95 1610 2-6 cols" 4GBA 40 155 140 125 155 140 125 150 135 120 120 lo5 05 4HBA 40 155 140 125 155 .140 125 150 135 120 120 105 9 __rr _ 1613 2',658 4GBA 40 140 125 115 140 125 115 135 120 110115 100 90 4HBA 40 140 125 115 140 125 115. 135 120 110 115 100 90 nn 1615 2'-6 SM" 4GSA 40 130 115 105 130 115 105 125 110 100 110 10 / 9Qal 5 2UU~ 4HEA 40 130 115 105 130 115 105 TLS 110 100 .110 loo 90 1618 2'-658„ 4GSA 30 125 110 100 125 110 100 120 105 95 105 95 85 _ p 4HBA 35 125 110 100 125 110 100 120 105 45 105 95 85 N 162D 2'-658 4GBA 20 120 105 95 120 105 95 115 100 90 105 95 E..-- yam. 4HEA 30 120 105 95 120 105 95 115 100 90 105 95 85 1809 3'-0 518" 5LE5 70 160 145 130 160 145 130 140 125 115 110 100 90 1812 3'-0 518' 5L85 60 140 125 115 140 125 115 135 120 110 110 100 90 1815 3'-D 518" 5LB5 50 125 110 100 125 110 100 125 110 100 105 95 85 1818 3'-0518' 5LE5 45 120 105 95 120 105 95 120 105 95 105 95 85 1821 3'-058" 5LE5 35 126 105 95 120 105 95 115 100 90 100 90 80 1824 3'-05M- 5LB5 35 120 105 95. 120 1055 95 115 100 90 100 90 £0 NOTE: EXPOSURE B - RESIDENTIAL AREAS, EXPOSURE C - OPEN TERRAIN AREAS, EXPOSURE D -AREAS WITHIN 1500' OF OCEAN a ~Nx~M' . ~~o a ti A AS G 231 ALABAMA ARIZONA. ARKANSAS CALIFORNIA COLORADO CONNECTICUT DELAWARE FLORIDA GEORGIA IDAHO ILLINOIS OETTS / ry1 1 'i"ug- KENTU mnu A CKY MAINE MAF(f A MICHIGAN MINNESOTA MISSISSIPPf MISSOURI MLa~M'NNEaX cQ~E ~1.1WE :~~i 0p4 NEWS ~E~~f/S~+~ tN Er{GE F,,S~, oh •u'N G°y~ aVs. ~ X.f31CEb~ < r ",5i00 p s~ ,~!t'°'+,- Es ._.tu•/16M NENCE $ c. taxneNE •L^:~ 3~ " °4 !0 f b ly.."N9/5 * ! earnasxoNa :s` {aNA.c. s uaiiri c ~ 34 oaa ~ ervu ~ -.a ~o~'"{. 11.SOt vEaFR •rE: 'xt Exexx T ~xat E '89ftr1~ ~N4uEE ,e'•' ~",y~ ~ ~ NEEeevv- ZopyCl ptic • p V MONTANA NEBRASKA NEVADA NEW HAMPSHIRE NEW r JERSEY E NEW YORK NORTH HC Flu CAROLINA TH D `gip"` E NEW MEXICO. NORTH DAKOTA OHIO OAF y+uaal+ b /~1T3f s~,a+ / -r~aFw Cyc I WNFX~P6d¢A IN faf0/ c 1- ° k-~i NGZa~Exo 3 u0 ` NOTES: NEuCN~ ` 'F ~ ucfncyoo . N0. 4HOD s-; ~ ~ r _ uaur . a T 1) ALUMINUM ALLOY FOR GLAZING BARS & TRUSS CHANNEL IS 6D05-T5. ~hee: s~~/ ,FHw nv F. bre ti xs~° wor ~~sn~w etym v.. '0a.,,~" _ - 2) DEAD LOAD OF ROOF SYSTEM IS 7 PSF OREGON PENNSYLVANIA PUERTO RICO RHODE ISLAND SOUTH CAROLINA SOUTH DAKOTA ~h ~eFxc,,,~f. r`ti," \ eE vFgy r.'.•`"»'`a,ti M F , 3) ALL UNITS SHOWN ON THIS PAGE ARE ACCEPTABLE FOR CONSTRUCTION IN f fr`3~`"-e--9% .c~s.?_...-.i...•iy„ 3" reeve ~i•: `"x'f"`x g` '5; ,A`~~,'u' `'aw,s~ SEISMIC ZONE 4. L .~""~'"°~'-S ~ uwalalcE N.nm 1 uwren¢~ chat, xF 's•. 7Dt19 *~F.4Z •d sFyy E ,o` T fi + - ° 4) A LOCAL PROFESSIONAL ENGINEER SHOULD DETERMINE THE SITE SPECIFIC a°, as m~°r rz'"tea LOADINGAND PERFORM ANY ADDITIONAL NECESSARY CALCULATIONS, WHICH TENNESSEE TEXAS UTAH VERMONT VIRGINIA WASHINGTON MAY INCLUDE: MINIMUM DESIGN LOADS REQUIRED BY LOCAL MUNICIPALITIES, SG OR ANY DRIFTING OR UNBALANCED SNOW LOADS PRODUCED BY ADJACENT IfNarecE s STRUCTURES. Flif1Ef 5) THIS SUMMARY PERTAINS TO THE STRUCTURAL INTEGRITY OF OURUNIT UP TO ZO THE CONNECTIONS TO THE EXISTING STRUCTURE AND/OR ANY NEW WEST VIRGINIA CONSTRUCTION. THE CONNECTIONS TO THE EXISTING AND/OR ANY NEW WISCONSIN WYOMING D.C. CONSTRUCTION MUST BE ANALYZED ACCORDING TO CONDITIONS SPECIFIC TO EACH JOB, BYA LOCAL PROFESSIONAL ENGINEER. 6) ENGINEERS CERTIFICATION: I LAWRENCE FISCHER CERTIFY THAT THESE ENGINEERING SPECIFICATIONS HAVE BEEN PREPARED UNDER MY DIRECT SUPERVISION AND THAT I AMA REGISTERED PROFESSIONAL ENGINEER IN THE STATES SHOWN. MAY 1 8 2005 ~GBr~A IOtK E7(tST040 HOUSE SQ+~tw STRUCTURE p1.Yt~boP: g 13 ERan Pos?-tZr~e,r'~s:si -S~e.e 5T2~P - 2 X8. @ 16 " U.C. crosr~y HuKt~~cArt ~ (3) Z. x a !%/le a4y af?~;$jm AAtR 4USZ$ " CLI! . E Pos7- 7b- Srcc STR~rP H.Z.S' f~eeTCAP . .,6'W4 - Po 5T , . LEDGER 2 x 8 Posr S.tSB•.~,, ASAbb% %I ; ' At1GHQtt ZoLT Yi -6 fWpJ t2.` ff 6ONA' Ttt G E ' • _ /plc fool . r 50 _~s~ LT'S i ~.p a s T... __'A S r Y r W1816 FOOT ENGINEERING NOTE ^ : ~ Four Seasons is not responsible for the design of the ~ L, "~E1 IV E s connections of the room to the structure, or any associated foundations. p The design professional is also required to take into account any additional design provisions required to satisfy snow drifting and wind loads or site MAY 0 2005 N specific structural concerns. LL 9 q ~ g iy 9 g ~ a. U o \ J m U N ECG U ~n0 3 'O O u 4 E m °v z \ Oz¢ a mEE L p S O csf Qa'vv v O C O y ryeJ N '-2 ;r /8'' N-21r r""2 4 7/8 N ~G 92'-7'314" ° LL S i i O Floor plan O® a -ENGINEERING NOTE t 1 ` Four Seasons is not responsible for the design of the g connections of the room to the structure, or any associated foundations. 4 0 The design professional is also required to take into account any additional design provisions required to satisfy snow drifting and wind loads or site specific structural concerns. s a g 4 -4 H U o J m X58 tq ~ ii U !l=3~~6V ago 0 d d C CL 2 m °v r Uz¢ a d L- 7`OE o fSS o I ~ ¢O.UU V Vl C O f6 O O t^ o r € ~O Left Elevation w : ENGINEERING NOTE Four Seasons is not responsible for the design of the a 0 v- connections of the room to the structure, or any associated foundations. The The design professional is also required to take into account any additional design provisions required to satisfy snow drifting and wind loads or site specific structural concerns. E a O ~ 8 ~s U o j o M N O O r-. E °v~ a 0 O 0 # !v 0 E c 0- z¢ a U m G d N ~pp m E E ` U~rA~ N O O~ O U 0 N c0 N q C 0 15 MW2~ o U. z° i O Bottom Elevation O' 0 q ENGINEERING NOTE I` Four Seasons is not responsible for the design of the 0 connections of the room to the structure, or any associated foundations. The design professional is also required to take into account any additional design provisions required to satisfy snow drifting and wind loads or site specific structural concerns. S: U ..a m J { M ~ J rr h i'a o U \ \ c 12N ~n0 a O CL Ewa r Oz¢ a .P m E E ~ QdUC~ U CO C N 0 O m LL U O Right Elevation ~O bb' 178' t23• of -----.c~ Nc ~ lz 9,e S vNRaoM tXls7~uC, t-~o"Sr ~DRIU i 30` WCLL if +TY ? ~}nla~ RSO/V " 'fZ~ym9l+aD ~uD 1n~CNc`ZLL QCCdFr,~3LcMt MAY 0 5 2005 7 A tv t, e- 2 c .*Al 44,ur gy