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HomeMy WebLinkAbout10x12 Shed 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: B2007-0143 Date: 18-Apr-07 Map/Lot: 028/005-059 Owner ID: 5466000 Project Location: 26 PHEASANT RUN Unit: Job Description: Shed 10'x 12' Owner Name: Joseph A&Teri L Hochdorfer Tenant Name: N/A Careof: 26 Pheasant Run Oakdale CT 06370- Telephone: Contractor Name: Carefree Sm all Buildings Telephone: (860)267-7600 DBA: Lic/Reg Type: HIC Lic/Reg No: 517101 48 Westchester Rd. Exp Date: 30-Nov-07 Colchester Ct 06415- Construcion Value Permit Fees Construction Information Building Value: $2,220.00 Building Fee: $24.00 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: 0.00 Electrical Fee: _ -- �m..�..�..-�._.._ $0.00 Construction Type: IRC Total Value: $2,220.00 Penalty Fee: $0.00 Permit Code: R9 C of 0 Fee: $10.00 Comments: Plan Review Fee: $2.40 State Ed Fee: $0.36 Total Fee Paid: $36.76 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 ❑ 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 ❑ Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking_Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation Certificateo 'cc •. cy�_--�--� Building Official's Approval 7,;e e-4-- / F Town of Montville Buildinepartment 310 Ng Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.• - ,r , Tvpe of Work Occuaanc T ®New Construction V Vpe Permit Tvpe ❑Single Family ❑Addition 0 Two-Family ®PlumBuildbing ❑Alteration 0 Townhouse ❑Mechang ❑Mechanical NJ Accessory Structure 0 Electrical CRS#: Job Address: 2_ • ' GS _ (Number) (Street) Z /V ���'G Q 0 di L Job Description: D (Unit) 1 . e�� • 4 r I O X 12 - 3 Owner: 30 (Z.1 .G . cZ Address: 2 to Ah , cis N f uN City: aAi,� C State: Telephone: 3 ; 7— q r^�^L Zip Code: 0 ,3 Contractor: C• R. r-Z6E ALL._ 1. O +.0 ti- DBA: Address: V& L -+ -11 3 /'1 tl'e r- • l�-•,� � 0 A — City: 6.1 S' r State: c" Telephone: T'�b 7 Zip Code: �,i / 7 0 d License Type: License No.:_,Kf 7 j Il Expiration Date: p ,. ZOs7 I hereby certify that the proposed work will conform to the State Building Code and all other codes as adopted by the State of Connecticut and 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 work as described aber a. the Town for such ❑ By checking this box, I will follow the requird menu of the i 2005 NEC as the alternative compliance per section E3301.2.1 of the Res instead of the electrical requirements in cha�ters 3 throw.• 2 of the Residential Code. dential Code, Owner/Agent Signature: n /�_ Date: li 0 Construction Value a /. Permit Plumbing Value: �� Building Fee: / Building Value: Mechanical Value: Plumbing Fee: Electrical Value: �� Mechanical Fee: Total Value: Electrical Fee: w • • Penalty Fee: C of 0 Fee: of ,� Plan Review Fee: a p r•WState Ed Fee: f Total Fee: – ,! \i I &wired eernnEer31,2005 I I i Town of Montville Building Department File Receipt Date: 19-Apr-07 Receipt No: 2236 Received From: Joseph&Teri Hochdorfer Job Address: 26 Pheasant Run' Fees Collected State Educational Training Fee Cash: $0.00 Cash: $0.00 Check: $36.76 Check: $0.36 Check No: 1587 Short/Over: $0.00 Construction Value: $2,220.00 Demolition Value: $0.00 Received By Sandra Pandora -...7"A�`2 �.7i', 1 � State of Connecticut 2 7A 7B 7C yLL L Workers' Compensation Commission J vow: rig DIRECTIONS for FILING FORMS 7A, 78 and 7C DIRECTIONS s�snr� Building Permit Requirements •for • Workers' Compensation Section 31-286b of the Workers'Compensation Act requires anyone who requests a building permit to first submit "proof of workers'compensation coverage for all of the employees who are engaged to perform services on the site of the construction project for which the permit was issued." The only exceptions to this law are the sole proprietor or property owner who will not be acting as general contractor or principal employer. What to give to the Building Official to obtain a Building Permit: 1. The General Contractor or Principal Employer must provide a written certificate of workers' compensation insurance for all of the employees on their project. This certificate may not be for liability, disability or any other type of insurance. 2. The Sole Proprietor or Property Owner who will n act as a general contractor or principal employer is not required to have workers'compensation coverage. In order to obtain the building permit, a FRM 7A should be completed and given to the building official. 3. The Sole Proprietor or Property Owner who will act as a general contractor or a principal employer must provide a written certificate of workers'compensation insurance for all of the • employees on their project and must file a FRM 7B with the building official—OR he will sign a sworn notarized affidavit onR 7B, stating that he will require proof of workers'compensation insurance for all those employed on the job site. • 4. The Genera on rac or orrmci nmp oyer w o as property excl de ilmse Tr-- coverage using the appropriate WCC form(see NOTE below)must file the F RM 7 with the building official. This form certifies that they have properly excluded themselves, and attests that they will require proof of workers' compensation insurance from every employee that works on the designated job site. NOTE: The general contractor or principal employer may exclude himself from workers'compensation coverage by filing one of the following forms with the appropriate Workers'Compensation Commission district office: Form 6B for employees who are Officers of a Corporation or Managers/Members of an LLC Form 6B-1 for employees who are Members of a Partnership REF11 G F �dOh. @ti 11111 �,�►►►�► _- 10 FOOT �;�]� a,uu10 uuanu:au, _ SMALL BUILDINGS M CAPE MODEL "Built To Last A Lifetime" SIDEWALL ELEVATION 0100 antvilie nstr.• Towoved for e°ons ruuu 2 x 4 Trusses P1ens Ao al shall nog i'appro .,°5 nor • (16 on center) Aas a P ala er ion o{the. ,. : e — umiui, any e. 1cu �F• • r /0 '10/' oi"G/ PI 0 ° •� Double 2 x 4 Header /i/ " --------------------------- 2 x 4 Jack Stud 0 2 x 6 PT Floor Joists (12" on center) ENDWALL ELEVATION 240 LB 1/2" CDX Plyscore Asphalt Shingles7A. �, �� Metal Truss Plate Wood -� .Aluminum Dri ed e Rake Trim p g/ W' Wood Fascia Trim T1 11 Aluminum II I _ 'J - Cap 11111: 2 X 3Soffit12x122x4To PIWood Louver p ate2x4Wc StudsWood (16"oncenter) Corner Trim 5/8" 2x 4BottomPlate Texture 1-11 Siding 3/4" PTS Exterior IIIII immunamin � , Plywood Decking ,�.� if 2 x 6 PT Floor Band '►' 4 x 4 PT Foundation Runner t ` . 851/2" Center to Center — ' 10' CROSS SECTIONS CM10-1/95 NOTES: 1. THIS SURVEY AND MAP WERE PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT"AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A DATA ACCUMULATION PLAN CONFORMING TO HORIZONTAL ACCURACY CLASS D. NO PROPERTY/BOUNDARY • OPINION IS PRESENTED HEREON. THIS MAP IS INTENDED TO DEPICT THE LOCATION OF THE PROPOSED HOUSE AND GRADING. TOPOGRAPHIC INFORMATION DEPICTED HEREON CONFORMS TO TOPOGRAHIC ACCURACY CLASS T-D. 2. PROPERTY LINE AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON CLASS A-2 SUBDIVISION PLANS • .:0, ENTITLED: "ROBIN HILL ESTATES PREPARED FOR OWNER/DEVELOPER DIOLINDA AND AL:.i.E,,P. JO ORTEGA LOCATED ON BLACK ASH SWAMP ROAD, MONTVILLE CONNECTICUT' BY JOHN KOPKO JR. & ASSOCIATS, DATED JAN. 1990 AND REVISED JULY 1990. 3. THIS PARCEL IS ZONED R40. IT WAS APPROVED IN ACCORDANCE WITH SECTION 5.5 OF THE MONTVILLE ZONING REGULATIONS AMENDED THROUGH AUGUST 1, 1988 AS A CLUSTER SUBDIVISION. SETBACKS ARE GENERALLY: FRONT 40'; SIDE 12'; REAR 40'. 40 FEET 0 20 40 1% t % 40 486 160.36' S SCALE: 1"=40' 488 - - 41-...., '•W �"�--�_ 396:95' I / 490 125.00 <<TO TALC 1` 1 , _. _._ i 111.59, 494 _ = _ 1 1 �1 , Lott_ � i ' ��Q j�0 1 e a LOT 59f 1 3��o 32,500, sq.'�t.' /i 1 . _ . -3 4 Q r o / 0.746 acres ' ; v `oz s�� posed �� ' z z,�0 F' � N / :24' x 24' FUTURE otio�ZQ4ini SHED OR POOL AREA 1 wv�In10 X 12 ' i 1NW WNZ,SNEel �1 • i ���� O1r ; 1 \ WQ���1 ' 1 �- Jj O O,. ILi o e�LOT 60 ', i / N �Q�a1' 10' x,12' WOOD ''1 1. DECK & STEPSV '492 1b ulnen• 36.0' 26,.•1 11 �a$I22.0 PROPpS 1 3 0FF EDHOUSE t , 1 ' w GAR. 492.0'490,0' co 122.0' h ' • I N=� � ' �g5 ��T 58 as 1 I, 1 3 1X00 1Z 1 k to �� <g f -gyp 0p `ni' , Z125.00 �' 1 ,1T.F. ELEV. = 48466' S41•06•.4;w . . 'INV. ELEV. = 480.84' <c36 Sr42 �TOT'L) • 4'"•~482.. 1 _ (, a P14EASANT RUN - __ __ - _` _ _ D LEGEND - - - PROPERTY/STREET LINE -_ .... A YARD/SETBACK LINE - � EASEMENT LINE - 432 EXISTING CONTOUR L� PROPOSED CONTOUR DATA ACCUMULATION PLAN SF SILT FENCE PLOT PLAN LOT 59 ROBIN HILL ESTATES TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP 26 PHEASANT RUN IS SUBSTANTIALLY CORRECT AS NOTED HEREON. MONTVILLE, CONNECTICUT //� SCALE: 1 "=40' DATE: JULY 13, 1999 BY: BENNETT & SMILAS ENGINEERING, INC. MICHAEL J. BENNE R.L.S. #10831 415 KILLINGWORTH ROAD, HIGGANUM, CT DUCKBILL PERFORMANCE REVOLUTIONIZES ANCHORING TECHNOLOGY �,� i .' „ ,z THE DUCKBILL PRINCIPLE:y• '= -.1A DUCKBILL anchors,a patented labor and time savingdevice,- es-i g44,4 z toggle bolt in soil. DUCKBILLS are driven into the cund ith no holes,work like a ' ms , ta.xF vp'+s yrrt' :'. fi 'z 4, diggingand no concrete), providinga safe and environmentally sensitive no C F �.� f rw, gh, R installation.An upward pull on the anchor tendon rotates the DUCKBILL into `,¢, w . -.� ,,ri-' 4 r. a perpendicular"anchor lock"position in undisturbed soil. The result: superb r°, '" 4,41 h ' holding capacities. DUCKBILL anchor systems offer the most effective, lightweight and economical solutions to any anchoring application, large or DUCKBILL Anchors small. _ s* . a xvrai 'N.' 1. DRIVE ANCHOR TO DESIRED DEPTH: `" DUCKBILL anchors are driven into the soil 4 srV. using a hammer and drive steel.As the / / '' '� : 'ig� ' anchor•is being driven, it•is actually r compacting the soil around the anchor *•:'24-tkiiit. head. -' :Ltc'v{s�tisji �r'.N{/Ir c thel 2. SETTING ANCHORS IN THE SOIL: To set the anchor in normal soil,wrap the f ;: Driving the DUCKBILL Anchor. wire rope around the drive steel or insert • _ rod through loop in wire rope and pull \' ' upward a distance slightly longer than the ....\--..• \N �� length of the anchor body. The upward \\ '' _ P pull �� \ y .�/ on the wire rope rotates the anchor into a \,4\ .,g perpendicular anchor \`'+�� locking position in „ ''/I�'/" .� undisturbed soil. r. �� t Yl.' F z i fy df " � zY ,i 3. LARGER DUCKBILL ANCHORS: II- b il.�?�. �, ,,.�.�, �a,. ,� .�'',, To set larger anchors, use the fulcrum •f- „ y >4;,.4 4-11.4:1,4;1-g s , (lever)principle, manual or hydraulic jack, -4_'. �� winch or post puller. " ' The DUCKBILL anchor works like • ��� a toggle bolt when rotated in undisturbed soil. \ ANCHOR MODEL ANCHOR WIRE ROPE NUMBER HOLDING GALVANIZED WIRE ROPE ANCHOR STANDARD BREAKING WIRE ROPE LENGTH WEIGHT PAK AND POWER IN STRENGTH NORMAL SOIL WEIGHT Model 40-D61 300 lbs BOX (1350 lbs 480 lbs 1/16"7 x 7 GAC 20 inches 1 oz. 50/box (220 kg) (1.6 mm) g ) (0.51 m) (28 m 3.7 lbs(1.7 Model 68-DB1 1,100 lbs 1,700 lbs kg) (500 kg) 1/8' 7 x 7 GAC 2 1/2 feet 4.5 oz. 24/box (770 kg) (3.2 mm) (0.76 m) (128 gm) 7 lbs(5.0 kg) ;j ('r'r� f t t ..\! Y\:fW4\t/.,•:: :n•, i.::,.. C� ,y er;;\ • K ov '1;u. �a [ x zz CD i..Er O z ¢ � a! Z n n o O >� AO Z I i O oto p + • f`> � . ,, . .„ ,...,.._,.., ‘g 1.1.1 ,....., , „.„..,.:::.„,,.•. .e^ ' ` I�+JJ �r W r�r• z .. t Ys. „� �� O' O O� > _o yO n N 7° f ro u .. O o z rO N z } �; ..; \ �� _ �V' \��, %r� /tom•'• �i.� '`. I �\_fes �.�\ ,.�:> 01/10/2007 WED 8: 41 FAX 2033153756 the pawson group 2001/001 ACORD. CERTIFICATE OF LIABILITY INSURANCE OP ID $ DATE(MMIDDIYYYY) PRODUCER CAREE'-1 01/10/07 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE The Pawson Group HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 31 Business Park Drive ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Branford CT 06405 Phone:203-481-8898 Fax:203-315-3756 1INSURERS AFFORDING COVERAGE INSURED NAIC# ItPENNSYLVANIA LUMBERMANS MUT IPI-I IF'FR F American Guarantee S Liability Carefree Building Co. , Inc. i IPISUREG'- Pennsylvania Lumbermana Mutual 48 Westchester Road Colchester CT 06415 N;uIF''_ Westport Insurance Corp. If JSVEEP 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 MAYBE 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. Tisk AUU'L LTR NSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION - -- DATE(MMIDDIYY) DATE(MMIDDfVY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1000000 A g COMMEFCIALOENEF'ALLLAEILITr 06CO200106 07/01/06uAMA'-Enlr+trntL'07/01/07 PREML>E i'aZ urence) $50000 CLAIMS MADE X CCCLIF• — MEDEP(Anyoneperson) $5000 -- --- -- - - PERSONAL&ADV INJURY $ 1000000 GENERAL AGGREGATE 5 2 0 0 0 0 0 0 GEN'L AGGPEGAIE LIMI I APPLIE5 PER - F.R, PRODUCTS-COMPIC'PAGG $2000000 7 -JE'-T AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1000000 C X ANY AUTO BA06CO200205 07/01/06 07/01/07 (Fa ac orient) ALL OWNED AUT iG _ ;:HM II FP aI R. BODILY INJURY (Per person) X hIIPEDAUT_S ---------- ----_. X NON-OWNED AI IIS BODILY IINJURYINJURY(Per (Per accident) q PROPERTY DAMAGE (Per accident) GARAGE LIABILITY AUTO!ruy-EA ACCIDENT $ ANe ALIT'-' --------- — OTHER THAN EA ACC $ AUTO ONLY AGO $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ 10000000 B X ,..000R [ l.:LAIMSMADE AUC5327466-01 07/01/06 07/01/07 AGGREGATE $ 10000000 _ DEE!IC TIELE $ _ $ X PETENTI�Irl .10 5 WORKERS COMPENSATION AND EMPLOYERS'LIABILITY X 1T ,LIMIT I r F_R APJi F'ROF'F'IETOF';F'AF'TNEF^,E E'=LITIVE WCX0006859 01/08/07 01/08/08 EL EACH ACCIDENT $500000 OFFICER/MEMBER E%C_LUDECO If yes,describe under EL DISEASE-EA EMPLOYEE $500000 SPECIAL PROVISIONS below OTHER E L DISEASE-POLICY LIMIT $500000 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES f EXCLUSIONS ADDED BY ENDORSEMENT!SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION EVIDENC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Evidence of Insurance IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Michael Warzecha ACORD 25(2001108) ©ACORD CORPORATION 1988 Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 CONSTRUCTION PERMIT APPROVAL 2 Co Qhegsgj ivy C AKDAL C 1 Property Address euei © 4 Pre FAb 10 `x i Z 511e (.1 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 Approval Department Permit Issuance Approval Tax Collector s ,ti ,Ii �wI is Jo 7 Comments: ---6WPCA, Administrative 1 l �A��` L4 _ 10-0-7 Comments: ❑ WPCA, Operations Comments: Planning &Zoning 7 - tg rat#.Ire date Comments: �7 -d4T ❑ Health Department Signatth e' date Comments: ❑ Department of Public Works Comments: Signature,/date ❑ State Dept. of Transportation (Structures over 100,000 sq.ft.or with more than 200 parking spaces-Official copy of STC Certificate of Operation required—per CGS 14-311) Signature; date Comments: Fire Marshal 4L0 �C ' f �11.� Signature:, ete Comments: !� � ( RFvisedfugust 5,2005 REF'R&, G P NNW =tea IIIIIIIIla si —"— L. m1111111111111H10 1111 —.._ : . • r •® SMALL BUILDINGS "Built To Last A Lifetime" 4.10.07 Joe, Here is the information for the town for your permit. Montville is in a 110 MPH wind speed zone identified on the engineering report as"Wind Exposure B". No changes or modifications to our 10x12 Cape building is required. Feel free to call with any questions. John (he Clinton Colchester Newington West Haven 860-664-1620 860-267-7600 860-665-7577 203-937-1830 1-800-326-SHED(7433) • www.carefreebuildings.com • sales@carefreebuildings.com `G/G4/zuun 14:28 CLA ENGINEERS. INC. 868 267 1018 N0.184 D02 CLA Engineers, Inc. Civil • Structural • Survey ‘hilW IrliminIMminimmummaimimmEmmummilamimimminimminallimmummonmen 317 MAIN STREET • NORWICH, CT 06360 (&60J 686-1966 • (860) 886-9165 FAX February 24, 2005 Carefree Small Buildings CT Route 2 Colchester, CT 06415 Re: High Wind Review per IRC 2003 Carefree Buildings Storage Sheds CLA-3576 Via Fax(1-860-267-1018) As requested, we have reviewed the structural components of the main wind force resisting system for the following Carefree Small Buildings storage sheds: 1. 8 ft. wide Saltbox Model 2, S fl. wide Dutch Barn Model 3. 10 ft. wide Cape Model 4. 12 ft. wide A-Roof Model 5. 14 Ft. wide A-Roof Model Our review is based upon the requirements of the IRC 2003 Residential Building Code, specifically with the provisions of ASCE 7-02. A review of the gravity structural systems of the sheds is not a part of our scope of services. CLA Engineers, Inc visited the production facilities on February 4, 2005 to review the manner in which the above listed Carefree Small Buildings models are constructed. We have based our review upon the highest design wind speed for high wind regions in the State of Connecticut, which is 120 mph. We reviewed each model shed for two wind exposure categories B, and C. A wind exposure "C" is defined by ASCE 7 as open terrain with scattered obstructions having heights generally less than 30 ft. This category includes open grass lands and shore lines in hurricane prone regions. V2/24/2005 14:28 CLO ENGINEERS. INC. a 860 267 1018 NO.184 D03 Math Wind Force System Review for Carefree Buildings Storage Sheds CLA-3576 Page 2 Following are our comments and recommendations. For Wind Exposure B Locations: 1. No Change in present construction practices for all models reviewed are necessary except the 8 ft. wide Saltbox Model, 2. The 8 ft. Saltbox model because of the cave overhangs require H3 hurricane clips to connect the rafters to the single top plate at 48" o.c. , every third rafter. For Wind Exposure C Locations: ' I. Install 113 hurricane clips at 32" a.c. (every other rafter) to connect the rafters to the single top plate. 2. Install four(4) duck bill anchors, one located at each corner of the shed. 3. Increase the nail fastening along the plywood wall sheathing lap to floor rim to 6d nails at 6" o.c. All sheds located in North Stonington, Stonington, Ledyard, Groton, New London, Waterford, East Lyme, and Old Lyme are in a wind borne debris region. As such, the IRC 2003 Residential Building Code requires wood structural panels with a minimum thickness of 7/16"be pre-cut to cover all glass. Wood screws 214x" #6 shall be provided with each pre-cut wood panels. In advance of a high wind event, the Owner of the shed shall install the pre-cut wood panels over the glass openings, and fasten them to the shed with the wood screws at 12"o.c. spacing around the perimeter of the opening. Please call me if you should need anything further. Very Truly Yours, ‘7440,?# r/40,vec.e Thomas . Gillespie, P.E. i t 05/03/2005 13:23 CLA ENGINEERS, INC. 860 267 1018 NO.327 P02 r • • (Add) APPENDIX M - BASIC WIND SPEED Municipality Basic Municipality Basic Municipality Basle Wind Wind Mind Speed Speed Speed (3 sec. (3 sec. (3 sec. gust) Gust) _ ust ; Andover 100 East Lyme 110 120 New Britain �00 Ansonia 100 Easton 100 New Canaan 100 Ashford 100 East Windsor 90 New Fairfield 90 Avon I 90 Ellington 90 !New Dartford • 90 Barkhamsted 90 Enfield 90 New Haven 110 Beacon Falls 100 Essex 110 Newington 100 Berlin 100 Fairfield 110 iNew London 120 Bethany 100 Farmington 90 Now Milord 90 Bethel 100 Franklin 100 Newtown 100 Bethlehem 90 Glastonbury 100 Norfolk 90 Bloomfield 90 Goshen 90 North Branford 110 Bolton 103 Granby 90 North Canaan 90 Bozrah 110 Greenwich 100 INorlti Haven 100/1102 Branford 110 Griswold 110 (North Stonington 110 Bridgeport 110 Groton 120 Norwalk 100/1109 Bridgewater 90 Guilford 110 Norwich 110 Bristol 90 Haddam 110 Old Lyme 1101120' Brookfield 90 Hamden 100/1102 Old Saybrook 110 Brooklyn 100 Hampton 100 Orange 110 Burlington 1 90 Hartford ' 100 Oxford 100 Canaan 90 Hartland 90 Plainfield 100 Canterbury 100 Harwlnton 90 Plainville 100 Canton 90 Hebron 100 Plymouth 90 Chaplin 100 Kent 90 Pomfret 100 Cheshire 100 Killingly 100 Portland 100 Chester 110 Killingworth 110 Preston 110 Clinton 110 Lebanon 100 Prospect 100 'Colchester 100 Ledyard 110 Putnam 100 Colebrook 90 Lisbon 110 Redding 100 Columbia 100 Litchfield 90 Ridgefield 100 Cornwall 90 Lyme 110 Rooky Hill 100 Coventry 100 Madison 110 Roxbury 90 Cromwell 100 Manchester 100 Salem 110 Danbury 90 Mansfield 100 Salisbury 80 Darien 100 Marlborough 100 Scotland 100 Deep River 110 Meriden 100 Seymour 100 Derby 100 Middlebury , 100 Sharon 90 Durham 100 Middlefield 100 Shelton 100/1104 Eastford 100 Middletown I 100 Sherman 90 il East Granby 90 Milford 110 Simsbury 90 `� East Haddam 110 Monroe 100 Somers 90 East Hampton 100 Montville 110 ,Southbury 1Q0 East Hartford 100 Morris 90 (Southington 100 East Haven 110 Naugatuck _100 'South Windsor I 90 R H6Hd eis SLE 098 SR I HT T nS=;h ,-;-1HW i1 - Pc:r T QOIGI.P-T -C'Ci