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Home My WebLink AboutShed l TOWN OF MONTVILLE BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the work described conforms substantially to the requirements of the State of Connecticut Building Code and is being issued in accordance with Connecticut General Statute Section 29- 265 and the State of Connecticut Building Code and is hereby approved for use and occupancy. ~ ~ ..._LL W_.... Property Address: .8 ALLISON'S WAY__ _ _ -----Unit: Job Description: Shed10'x.16'_.W .w._......._...__._____._._.u __W..._ _ w. Permit Number: WB2005-0681 ___Map/Lot: _035/009-023_ Use Group: R-4___._ Construction Type: 5g._.._._ Code: 1999 State Buildina Code w/2004 Amendment Special Conditions: Owner: Gabriel 0 & Carla M Crawley Design Occupant Load: N/A W Automatic Sprinkler System Required: 0 8 Allison's Way Automatic Sprinkler System Provided: None Oakdale CT 06370- _Thursday~ November _02, 2006„ _m_.._ µ _ Building Official ignature: CO Issued: Town of Montville ' Buildina Department 310 Norwich-New London Tpke. Tel. 860-848-3030, E)d 382 Uncasville, CT 06382 - Fax. 860-848-7231 CERTIFICATE OF OCCUPANCY APPROVAL A ISM (J-) rcl)-L A, DA A pPr6perty Address _ 5_~ A Job Description No Certificate of Occupancy will be issued until all of the required signatures have been obtained. Required Department Certificate of Occupancy Approval Approval ❑ WPCA it„.r3f date Comments: Planning & Zoning Comments: Health Department -.tate Comments: ❑ Department of Public Works Comments: ❑ State Dept. of Transportation (All conditions of STC Certificate of Operation (if applicable) have been satisfied) Comments: ❑ Police Department Comments: ❑ Fire Marshal Comments: Revisedgugust 5, 2005 e ( 71) Field Inspection Notice Town of Montville Building Department November 2, 2006 Address: 8 Allison's Way Job Description: Shed Permit Number(s): B2005-0681 Permit Date: 18-Nov 05 INSPECTION Not Approved Approval Date: Deficiencies S ecial Conditions Date Anchors 10/19/06 DJ Framing 10/19/06 DJ • Certificate of 10/19/06 DJ Occupancy Rev. Date: 10118105 Page 1 of 1 ee 3, Town of Montville Building Department 310 Norwich-New London Tpke. Uncasville, CT 06382 Tel. 860-848-3030, Ext. 382 Fax. 860-848-7231 4/20/06 Gabriel O. and Carla Crawley 8 Allison's Way Oakdale, Ct. 06370 Dear Mr. and Mrs. Crawley During a resent review of our files it was establish that permit # B2005-0681, dated 18-Nov.-05 for a shed at, 8 Allison's Way, the required inspections have not been scheduled. In order to maintain our records and close out this permit, please contact our office to update us on the status of this structure and schedule the required inspection listed on the building permit. You may contact our office between 8:00 AM and 4:30 PM at the number listed above to schedule the required inspection(s) under this permit, in order to close out this permit. Please be informed that the use of this structure without the required inspections and issuance of a Certificate of Occupancy would constitute a violation under the Connecticut Building Code. Respectfully yours David M. Jensen Building Inspector cc: .P^. 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: 82005-0681 Date: 18-Nov-05 Map/Lot: 035/009-023 Owner ID: 55000 Project Location: 8 ALLISON'S WAY Unit: Job Description: Shed 10'x 16' Owner Name: Gabriel 0 & Carla M Crawley Tenant Name: N/A Careof: 8 Allison's Way Oakdale CT 06370- Telephone: Contractor Name: Property Owner Telephone: (860)887-4700 DBA: Lic/Reg Type: Lic/Reg No: 0 Exp Date: Construction Value Permit Fees Construction Information Building Value: $3,150.00 Building Fee: $32.00 Use Group: R-4 Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1999 State Building Code w/2004 Amendment Mechanical Value: $0.00 Mechanical Fee: $0.00 Electrical Value: $0.00 Electrical Fee: $0.00 Construction Type: 5B Total Value: $3,150.00 Penalty Fee: $0.00 Permit Code: R9 C of 0 Fee: $10.00 Comments: Plan Review Fee: $3.20 State Ed Fee: $0.50 Total Fee: $45.70 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 Certificate of Approval FV~ Certificate of Occupancy Building Official's Approval: G STATE OF CONNECT,` .UT DEPARTMENT OF PUBLIC SAFh fY DIVISION OF FIRE, EMERGENCY AND BUILDING SERVICES - OFFICE OF THE STATE BUILDING INSPECTOR -Y ~irS)4Ui / November 10, 2005 Mr. Gabriel Crawley 8 Allison Way Oakdale, CT 06370 RE: M-1898-05 8 Allison Way Oakdale, Connecticut Dear Ms. Crawley: I have reviewed the referenced request for modification of Section R301.2.1.1, of the 2003 International Residential Code portion of the 1999 State Building Code, which states in part that construction in regions where the basic wind speeds equal or exceed 110 mph shall be designed in accordance with the provisions of this section. It is my decision to approve this modification, as requested, and allow a 160 square foot accessory structure (shed) to be exempt from the above code section. This decision is based on size and use of such space. If you have any questions, please contact Daniel Tierney, Deputy State Building Inspector, at (860) 685-8310. e , Christopher R. Laux, AIA State Building 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 i STATE OF CONNECTICTT~ FILE # DEPARTMENT OF PUBL:.. SAFETY ' OFFICE OF THE STATE BUILDING INSPECTOR 1111 COUNTRY CLUB ROAD MIDDLETOWN, CT 06457 TELEPHONE: (860)685-8310 p d x ill` FAX: (860) 685-8365 /I REQUEST FOR MODIFICATION FOR OFFICE USE ONLY OF THE STATE BUILDING CODE 1. Nam ~s RLL-otm U) C)R~&LL e and Location of Building 01 6~ No. Street Town State Zip 2. Building Owner Qqk~~~- 3. Applicant's Name Telephone"~ gO Applicant's Address _S-Rimon (Include Firm Name if Applicable) No. Street Town State Zip Name of Person to Contact [ Telephone (For information if required) 4. A. Date of Application for Building Permit B. Applicable Code (Title and Date) 1 5. Use Group A. Was there a change of occupancy: ❑ Yes 9<01 B. If yes from n( to 6. Building Construction Classification t.P ) 7. Square Foot Area of Building (Total) Largest Square Foot Area per Floor ( (9 Oa-" 8. Number of Stories l 9. Che pplicable Designation: ew Building ❑ Existing ❑ Addition ❑ Other (Explain) 10. Fire Protection at subject premises (Check appropriate headings) ❑ Smoke Detection ❑ Heat Detection ❑ Extinguishers ❑ Sprinklers ❑ -Standpipes ❑ Other (identify) REQUEST FOR MODIFIC,"-TION OF THE STATE BUILDING COD'-', Page 2 11. Describe alarm system(s) at premises 12. Building Code Section that modification is requested from 13. Modification Soughtc~~- kc~ uswu \ 1 O ~-&A I" ( hn f 2 b, (f Y INIZ w rA, %,N Mo v \ v • \ 14. Reason Modification Sought 15. Applicant's Signature. Date Signed 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 ❑ The decision on this request is left to the Office of the State Building Inspector. ❑ Please contact the undersigned. Building Official's written comments, if desired. Building Official {Printed) Town -*-wilding Official ignatur Date Signed Building Official's Telephone Number Best Time to Contact MODAPP Rev. 3/24/05 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 ❑ New Construction D Addition ❑ Alteration Accessory Structure ❑ Singfe Family F-1 Two-(Family F-1 Townhouse Job Addresses <-l__l a (Number) (Street) (Unit) Job Description 16 X rp Owner 0-pv- l-R ae pA t o f !~--M Mailing Address_R__ -(.5b S U City- na,LC `E State C7 Zip Tel /8,87/ Contractor Mailing Address City State Zip Tel Contractor's License/Registration Type & Number Exp. Date 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 that I am authorized to make application for a permit for such work as described above. Separate applications are required for electrical, plumbing, mechanical, etc. Owner /Agent Signature Date! Construction Value Fee Building $ $ Plumbing $ $ Mechanical $ $ Electrical $ $ Work commencing before the issuance of a permit $ Certificate of Occupancy $ Plan Review State Education $ Total $ $ (See &verse side for additionafrequirements) 4tvisad-Fe6ruary 252005 R, -;dential Permit Requirements Check''-+ This list is to be used as a guide only and is not all-inclusive, additional information may be required for your particular project. Provided I Applicable Not Item Provided Not Item A licable Su ortin Documentation Building Section & Details Completed, signed and dated Building Permit Floor-to-floor heights Application Material type, size, andspacing Completed building permit affidavit for property owners Stair details rise, run, treads, nosing, width, headroom or sole proprietors or copy of workers compensation Handrail details insurance Guardrail details Co of Contractor Registration or license Roof ventilation Construction permit sign-off sheet signed by all Framing Plans departments Desi loads - for floors, ceilings, roofs Documentation showing compliance with the Energy Bearing partitions identified on the plan Conservation Code (www.energycodes. ov) Direction of bons framing Street address of project on all drawings and documents Sans, beam Two complete sets of construction documents Documentation showing compliance with the Wood species and grade Framed openings requirements for construction in 115 h wind zone Site Plan Wall framing size andspacing identified Sheathing type and thickness Property lines Window and door header sizes Distance from property structure Decking material, size, spacing Structure dimensions Engineering data for engineered lumber (LVL's and I- Drivewa joists) Topography (existin and proposed) Framing plan for engineered lumber Footing drain inverts, outlet and separation Engineering data for steel beams, signed and sealed by a Proposed utilities CT registered design professional Wetlands and flood zone limits and elevation Engineering data for trusses, signed and sealed by a CT Septic system shown and located on the plan registered Professional En ineer Well and piping shown and located on the plan Note: Unusual structural conditions may require that Foundation Information additional engineering back be submitted Assumed soil bearing pressure Chimneys & Fireplaces Dimensions Clearances to combustible materials Wall thickness Manufactures data for metal flues Footing sizes Exterior fresh air source for fir laces Frost protection Flue sizes Foundation anchor type, size, locations Manufacturers data and installation instructions for Window and door sizes and locations metal fireplaces Hatchways Electrical Information Columns Panel location(s with main size Drainage details Meter socket location Waterproofing details GFCI outlet locations Crawls ace ventilation size and location Smoke detector locations Crawls ace access size and location Lights and switches . Concrete stren s Mechanical Information Floor Plan Information Dry er vent Dimensions Bathroom exhaust ventilation (natural or mechanical) Door and window sizes, egress window type and size Glazing in hazardous locations Hood exhaust Garage/dwelling opening protection Type of heat oil, electric, as Garage/ Ilinseparation Heating, ventilation, and air conditioning plant location Kitchen layout Oil tank size, location, and piping Bathroom layouts, tub sizes in gallons, ace clearances LP-Gas tank location, size, and piping Indicate use of all rooms Combustion air requirements Stair location Manufacturers data for equipment Attic access location and size Heat loss, Heat gain calculations Square foots for each habitable level of the structure Plumbing Information Required light and ventilation for each habitable room Building trap location if on municipal sewer Elevations Sewer location Type of siding Domestic water location Roofm Water heater size, type, and location Other fmishes Manufacturers data for whirlpools, comer tubs, & larger Finish grades tubs Buildin hei is Height of chimne above roof Roof itch Town of Montville Building Department File Receipt Receipt No: $09 Date: 03-Nov-05 Received From: Carla Crawley l Job Address: $ A~~ISOIIS wa Fees Collected State Educational Training Fee _ $45.70 Cash: $0.50 Cash: $0.00 $0.00 Check: Check: Check No: 0 $3,150.00 Construction Value: 0.00 Demolition Value: Received By Vernon D Vesey II Permit Fee Calculation Spreadsheet _ MISCELLANEOUS PERMIT CALCULATION Address: 36 Depot Rd. Pools & Spas Above Ground Round EA $ 3,200.00 $ - Above Ground Oval EA $ 5,000.00 $ - Inflatable Pools EA $ 1,000.00 $ - In-Ground EA $ 20,700.00 $ - Heater EA $ 3,455.00 $ - 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 $ 18,500.00 $ - 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 120 SF $ 26.25 $ 3,150.00 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/Porches/Sunrooms Open SF $ 22.31 $ Covered SF $ 62.69 $ - Enclosed SF $ 123.90 $ TOTAL BUILDING CONSTRUCTION COST $ 3,150.00 PERMIT FEE CALCULATIONS Fee Building $ 3,150 $ 32.00 Plumbing $ - $ - Mechanical $ - $ - Electrical $ - $ - n Work Commenced before permit issuance $ - CO Fee $ 10.00 Plan Review $ 320 State Ed Fee $ 3,150 0.50 Total Fees $ 45.70 Based on 2003 RS Means Residential Cost Data 11/3/2005 HIGH WIND PROTECTION FOR SHEDS I DRIVE A THREE (3) FOOT METAL ROD INTO GROUND. . 2 ATTACH A 1/8" CABLE TO ROD WITH A CLAMP. 3 WRAP CABLE AROUND 4 X 4 UNDER STRUCTURE AND RE- ATTACH TO ROD. . Attention Preston Land Owners To receive a permit in the Town of Preston, for any shed or garage under 400 square feet, the following requirements must be met to bring the structure.up to High Wind Building Codes. 1) The structure must have anchors in the ground that are secured-to all. four corners of the structure. 2) Hurricane, .clips (A2.1Z) must be attached, securing each stud to the floor, . 3) Straps of coil-stock (20 gauge), must be attached, securing each stud to the top plate. 4) Hurricane clips (H2.5AZ) must be attached, securing each rafter to the top plate. Fleming's Feed and Hardware will provide these anchors and clips including installation for an additional fee. These requirements are reflected in the Town of Preston Building Department, General Information -with regard to Sheds and Accessory Structures, revised August 2005. FAG Z F ~ C- 3 0 o p,e i p e Lc: AZ i Z C01 L ^~`C0C.(- H2.5A G uAG Z2 clips secure 2x4 flat blocking between joists or trusses to support sheathing. F1 MATERIAL: Z clips-see table. A21 and A23-18 ga.; all other A angles-12 ga A21/A23 FINISH: Galvanized. Some products available in stainless steel or Z-MAX; A" g installation see Corrosion-Resistance, page 5. Installation INSTALLATION: • Use all specified fasteners. See General Notes. (A33 similar) F22, • Z clips do not provide lateral stability. Do not walk on stiffeners or apply load until diaphragm is installed and nailed to stiffeners. w' CODES: See page 10 for Code Listing Key Chart. A21 Available with. additional corrosion protection. Check with factory. i Dims64on: Fasteners a A311 Mod Cod li MEN Na W1 WI L Bolts BaNalis Belt: PQNa11F Fx' Rea Installation A21 2 11/2 j 13A - 2-1Odx 11fi j - 2-10dx V h 540 180 175 ' 245 175 4, 37, 87, W~ Moisture A23 2 j 1'h ! 231., - 4-10dx1112 - i 4-10dx114 1767 485 485 585 565 104,121 tder not _ f A33 37, 3 11h 4-1Od 4.10d 2635 A44 4a/ui 434 11h 4-1 Od - 4-1Od " 2490 A66 57.4 5'h 1'h 2 3. - 2 3• - - - - - - 170 na' . A88 8 8 2 ` 3-3/e - 3-31e - - - A24 37A 2 21h 1-1/t - 1:-Vz 2-1Qd {c E " . b' A24 Installation 11 1 14 4-1 Od A311 11 3% 2 1.1h odet 6a Dimensions fasteners', Ay > Allowable' Download C0,44 NO. W H , B TF (Total) Ul 125) Ref; 1128 and Z38 do not have nail holes. Fastener quantities are as required. Z2 20 2b/e 11h 1'/a 1%4 4-10dx11h 1507 465 170 2.Ailowabie loads have been increased Z4 Z4 12 11h 31h 21h 13/., 2-16d 1450 465 4, 37, 25% for roof loading (Z clips), 33°k r {Others and 60°/6 for earthquake or wind similar) Z6 12 11h 5~4 2 ii4 2 16d 1517 485 87, 121 loading (A angles); no further Z28 28 244, 11r[ 1'h 134 10dx 1?fz' increase allowed; reduce where# 170 other loads Z3$ 28 2V16 2 h i 3h i 13/e 10dx 1 h - govern. Z44 12 21 3'h ! 2 134 4-16 d 2$00 $65 4,37,121 3.Z4 and Z6 loads apply with a nail vq into the top and a nail into the seat, T Typical Z2 Installation RONFORCINGAND L/LS/GASKEVLIABLE ANGLES The GA Gusset Angles' embossed bend section tD2R1EICTK)N provides added strength. 2h, 134" hPTyp L-Staggered nail pattern reduces the possibility for splitting. LS-Field-adjustable 0° to 135° angles. fiMATERIAL: L-16 gauge; GA and LS-18 gauge L 90 , FINISH: Galvanized. Some products available in stainlessLsteel or Z-MAX; see Corrosion-Resistance, page 5. LTO INSTALLATION: • Use all specified fasteners; see General Notes. ' LOAD • LS-field skewable; bend one time only. 1111111 TO 1 LS y Lso 1" Te DIRECTION 1 d • Joist must be constrained against < BEND ONETIME w rotation (for example, with solid ONLY. Lan ` GAi Typical LS70 Installation 15 a blocking) when using a single LS per connection. CODES: See page 10 for LS Top View IVi5PED L90 ~F1 Code Listing Key Chart. - Nall the L Available with additional corrosion protection. Check with factory angle's wider Rpu~ €itLar adf Spruce-Pina-Fir; leg Into the Dow .t+ joist to ensure s Code ~MOjei L Fasteners Avg Alio*ab)eload A1lovcableLoad table loads No. tilt ` Floor. .BpovWt,F3oof1 1331, Floor Snow Roof , 1331 Ret• and allow I {100) (115}I 120` 1,0 (100) (115) (125) 160 correct nailing. GAi 23/., 4-1Od 612 i85 185 1$5 185 160 160 160 160 F2 GA2 31/., 6-1Od 1600 335 385 415 490 290 335 335 335 33,122 0 L30 3 i 4-1 0-d 758 220 240 4r1j'' 24Q 190 205 205 205 Typical L50 Installation L50 5 6-1od 1983 335" 385 420. 445 ; x290 335 360 j 3.39, 88,104,121 L70 7 8-10d 19433 4d5 510 555 S65 380 435 475 485- 3, 28, 39, 88,104,121 L90 9 10-10d 4667 555 64c 695 740 480 550 604 640 3,39,88,121 LS30 33/a 6-1Od 1933 335 385 420 420 290 335 335 335 LS50 4'/a 8-1Od 2180 450 520 560 600 390 450 485 520 790 121 140 `r. LS 70 63/e 10.10d 4233 560 645 675 675 485 560 580 580 ° `r` LS90 71/a 12-10d 3233 670 770 840 890 580 670 730 770 1. L angles-loads are for condition Fl or F2; LS angles-loads are for condition Ft only. 2. GAt and GA2 angles table toads are F1 - loads for F2 are 220 and 335 Ibs (100) and 280 and 415 Ibs (125), respectively. I nom.., .nro, s oi..,.. ,,...~„a ti.... Tvnleal GA Inetalinlinn HURRICANE TIFS The H14 is the high uplift hurricane tie. It can be installed with rafter INSTALLATION: " Use all specified fasteners. See General Notes: nailing flanges facing inwards or outwards. " H1 can be installed with flanges facing inwards The H2.5A is designed for easy installation, with higher uplift loads to (reverse of H1 drawing number 1), meet new code requirements. H5A has installed cost benefit, it only requires " H2.5, H3, H4, H5, H5A and H6 ties are only shipped in 6 nails, to meet lower uplift requirements. equal quantities of rights and lefts. MATERIAL: See table FINISH: Galvanized. H7Z and H11Z-Z-MAX. Some models " Hurricane Ties do not replace solid blocking. available in stainless steel or Z-MAX; see Corrosion-Resistance, page 5. CODES: See page 10 for Code Listing Key Chart. ar 1 ~h!~ 44 2 i k' 3~ a 06 lei" 60 1 2 I z 5A H4 ~ H5 U.S. Patent U.S. Patent H1 H2 H2.5 H3 4,714,372 4,714,372 19h°• H2.5A H7Z 1.2) FOUR H10-2 4,714,372 H8 H9 ~r. U.S. Patent 4A H10 H6 (IHOR similar) - Available with additional corrosion protection. Check with ladwy. Fasteners d ' SPF/HF Loaid . model tlpllit JIQ~p caw.,. With Allowable Laads With Code r~. No. To To To U Avg Uplltf~ grater}F Uplift Lateral' Max11/2' Ref. Rafters/ Plates Studs 033j3 (1331160) (133 & H11 Z muss (13~} (160„'~.: (133) (160) F7 F' 160) ilyfi H1 18 6-8dxi'h 4-8d - 1958 490 585 485 165 455 400 400 415 140 370 2,40, 6 y H2 18 5-8d - 5-8d 1440 335', 335 I = °35 ` 230 230:- = 230 82,121, ? H2.5 18 5-8d 5-ad - 1300 41 d' 5 150 150:' q15 . 365 365 130 130 365 140". aEi H2.5A X18 5.8d 5-8d 1193 ,804 60 t0 110 11tl,F ,+~80" S20 535; 110 110 480 122 : H3 18 4-8d 4-8d T 1433 455 4~ - ,125 160 415 320 320 105 140 290 240, S H4 20 4-8d 4-8d 1144 360 t0 165 160 360 235 235 140 135 235 82,121, z H5 18 4-8d 4.8d 1485 465 1( rSa,,> 265 265.100 170 265 - 140 H5A 18 3-8d 3-$d K 1500350 410 T1~f~, 2pOti '246 245 100 120 170 10 H6 16 8-8d $ 8c1 3983 915s 7115, 82D : 560 5, 41, r - H7Z 16 4 Bd 2-8d 8-8d 2991 930 985 400 - - 800 845 345 - - 121,140 51st, fl s<' H8 18 5-1Odxl1/2 5-10dx11h - 2422 620 745 - - - 530 565 - - - 125 H14 H9KT 18 4•SDS1/.x11/2 5-SDS1/~x11/a - 2812 875 875 680 125 755 755 680 125 - 170 13n6 H10 18 8-8dx11h 8.84xtlh 3135 846„- < 2rs,a 780 60 X05 46 9,121 a 'H16R 18 8-8618-8dxi'h 3135 105 990 585 5n', r1 780 850 505 450 1-110-2 18 6-10d 6-144 - 2447 11 7GQ; 'rc 14,55 3,.,,; 655 655; 990 340 6,121 43tr H11Z 18 6-16dx2Vz 6.16dx21/z - 5097 830 830 525 760 - 715 715 450 655 - 170 H14 18 IF I] 13-8d - 4197 1350 1350 515 265 - 1050 1050 480 245 - 125 a 7318' P012-8dx11A 15-8d - 4380 1350 1350 515 265 - 1050 1050 480 245 - 1. Loads have been increased 33% and 60% for earthquake or wind loading 4.Whan cross-grain bending or cross-grain tension cannot be avoided, H14 with no further Increase allowed; reduce where other loads govern. mechanical reinforcement to resist such forces should be considered. 2.Allowable loads are for one anchor. A minimum rafter thickness of 214* 5. Hurricane Ties are shown installed on the outside of the wall for clarity. Profile must be used when taming anchors are installed on oath side of the Installation on the inside of the wall Is acceptable. For a Continuous joist and on the same side of the plate. Load Path, connections must be on same side of the wall. 3.Allowabie uplift load for stud to bottom plate installation is 400 ibs (1-12.5); 6.3outhem Pine allowable loads for H14:1465 IN (1331160), 142 390 lbs (H2.5A); 360 ibs (1-14) and 310 Ibs (HB). 560 ibs (F) Lateral 1331160) and 285 IN (F2 Lateral 1331160). -1314.1- J- 1 r Town of Montville pF Building Department 848-3030, Ext 382 RESIDENTIAL SWIMMING POOL CONSTRUCTION PERMIT APPROVAL Ol~~`76 t4q-~ )~i 5 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 u o ~~a5 t Cis WPCA f/ Planning & Zoning Health Department Comments/Conditions: wPira9warc61, 200f