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HomeMy WebLinkAbout12x40 Deck and Pad for Hot Tub 2003 M - O — g NN O (1) rip kr)N r., a" a) ° a) O A o -� t ► ° a 7 a, tt a; >' o H 04 wr 6 ^O r.+ W �' ° � C4, 01 eel "f, cn C ^C 4.0 '4 14 P4 O. N C7 0 N (1) O ti O GO ^C U '0 ¢ _a ppq .-4 Q. OEN,,,, to loU cd M N U W " al C 01 CCI tr) ° Wr:0 • I � cr> ,-, 0 a t. Ea4 V O toE C1. ,O v) ° O ¢ `'' c7 a n O a U C_) O c rroti 1 Town of Montville caj Building Department Date q / / Fi ld Inspection Notice Permit it jeg,24517 Job Location , • / / / r 1-91‘proved Type of Inspection (Te_ c k c/0 Not Approved - Please call for re-inspection when the following corrections have been completed: 1 1 /,,,,/_vti,ter.t Build' / Official Town of Montville r.• Building Department viort 848-3030,Ext 82 ONE&TWO FAMILY CERTIFICATE OF OCCUPANCY SIGN-OFF SHEET ________________/ L5-- 5---- —Pi-- ,,,, e__ d p_z___„,... Property Address Job Description: (i)e .r /(45-- bi fa— 1 The owner/agent shall be responsible for the completion of the form, no certificate of occupancy will be issued until all signatures below have been obtained. HEALTH DISTRICT 848-3030-339 Approved O Permit#: KNot Applicable Septic System Date Approved O Permit#: Not Applicable Private Well Date (� WPCA DEPARTMENT 848-3030,Ext.376 Approved ❑ Permit#: g Not Applicable Municipal Sewer Date House Trap 0 Outside 4 Inside Approved ❑ Permit# t Not Applicable Municipal Water Date DEPARTMENT OF PUBLIC WORKS 848-7473 Approved Director Date ❑ Permit#: ►i, Not Applicable PLANNING & ZONING DEPARTMENT 848-3030.Ext.379 21-fucta FSI /, In-Compliance 0 V0.71 Permit#: ZO'y-7 3 9 ❑ Not Applicable Zoning Date In-Compliance / i 0 Permit#: jyi Not Applicable Inland-Wetlands Date *visa(6/28/2002 Town of Montville Building Department Date ' / O/ Q 3 Field Inspection Notice Permit #/%f 07,6 Job Location / r-5� 0, - �/ Par � I.� Approved Type of Inspection / ,� y Not Approved - Please call for re-inspection when the following corrections have been completed: Building Official Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Turnpike Uncasville,CT 06382 (860)848-3030, Ext. 382 Building Permit Permit Number: B2003-0447 Date: 19-Aug-03 Map/Lot: 001/004-L00 Owner ID 121528 Job Location: 155 PRUETT P ACE Unit Job Description: Deck 12'x 40'&pad for future hot tub Owner: Contractor: Joan E Paskewich and James G Ramos Scott D. Pierce 308 Giants Neck Road 155 Pruett PI Niantic Ct. 06357- Oakdale CT 06370 Telephone: (860)857-4348 Lic/Reg Type/No. HIC 579387 Exp Date: 30-Nov-03 Tenant: Self Telephone: Construction Values Permit Fees Construction Information Building Value: $7,483.00 Building Fee: $46.00 Use Group: R4 Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1995 CABO Mechanical Value: $0.00 Mechanical Fee: $0.00 Construction Type: 5B Electrical Value: $0.00 Electrical Fee: $0.00 Permit Code: R10 Other Value: $0.00 Other Fee: $0.00 Comments: Total Value: $7,483.00 CO Fee: $10.00 Plan Review Fee: $4.60 State Ed Fee: $1.20 Total Fees: $61.50 It is the owners responsibility to schedule the following inspections(minimum 48 hours notice required; d❑ Footing-Prior to pouring concrete ❑ Rough HVAC ❑ Backfill-Footing drains and waterproofing ❑ Fireplace Throat 0 Concrete Slab-Prior to pouring concrete ❑ Chimney-One flue above thimble ❑ Rough Framing ❑ Firestopping/draftstopping ❑ Rough Electrical ❑ Insulation ❑ Electrical Service ❑ Final Inspection ❑ Rough plumbing and leak test ❑d Certificate of Occupany ❑ Gas piping and test Building Official's Signature: 'y S'K'ATE OF CONNECTICTIT fi , DEPARTMENT OF PUBLIC SAFETY *-_.e;, DIVISION OF FIRE, EMERGENCY & BUILDING SERVICESAlk .,,., OFFICE OF THE STATE BUILDING INSPECTOR / ^ ,I, ,,,j tk___1_. `'_rI °5„... January 7, 2004 Sese. - t,.___4,„ Mr. Scott Pierce 308 Giants Neck Niantic, CT 06357 RE: M-15-04 155 Pruett Place Montville, Connecticut Dear Mr. Pierce: I have reviewed the referenced request for modification of Section 315.1, of the 1995 CABO One and Two Family Dwelling Code portion of the 1999 State Building Code, which states in part that handrails shall be provided on at least one side of stairways of three or more risers. It is my decision to approve this modification, as requested, to utilize Section R311.5.6, of the 2003 International Residential Code, which requires handrails on one side of a stairway with 4 or more risers. This decision is based on the approved language of the model document. If you have any questions, please contact Daniel Tierney, Deputy State Building Inspector, at (860) 6858310. R;. .. i . SII 6-4opt - R, Laux, AIA State Building Inspector CRL:DT:pm cc: Vernon Vesey, Montville Building Official Telephone (860) 685-8310 1111 Country Club Road P.O. Box 2794 Middletown. CT 06457-9294 http://ww'v.state.et.us/dps/dfebs An Equal Opportunity Employer i Town of Montville Building Department Permit# ::'':: 310 Norwich-New London Tpke. Tel. 848-3030,Ext 382 Uncasville, CT 06382 Fax. 848-7231 One & Two Family Building Permit Application Form 0 New Construction 0 Addition 0 Alteration 0 Accessory structure , e L(t7t<lii 1J 1=C. !' Job Location 1 3.3 II\UE .1 J L fie b Job Description/Materials 1 2 )C tip li✓0OD (PT) DCC K j / Cpe✓C R C--7h 1.10 1-OR f-U7vi?e. tfbr ivia Owner J tvh R OS Mailing Address /SS ?t?c %/ >L City 1•A DAT t/t (-1--6 State C 1 Zip Tel / / Contractor �+ '' JC 0-17- .Q pf f-c?C 6 Mailing Address C�Qj G 1ef"-115 /t/ECk- P D City Ai i 4'-'Ti e C! d/ State Zip Of�3 S 7 Tel r>(�0/ 6'''-'7/ t(3 V Contractor's License/Registration Type&Number H 5-2 9 387 Exp. Date I/ / 3 J / Z 003 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. Owner/Agent Signature5.--- / �- ]Date / / 03 Construction Value Fee Building $ 7'/' r- $ -- Plumbing $ $ Mechanical $ $ Electrical $ $Other $ $ Certificate of Occupancy $ Plan Review Fee $ State Education $ Total $ tll(See Reverse side for additionairequirements) liiii,! STATE OF CONNECTICUT WORKERS' COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn. Gen. Stat. § 31-286b) Property located at; l _---- - t�J t TT -- In the town of 11`'l eN-1-1 V �- �- Name of building permit applicant: _SCOTT P ! elRe Please check one: 1. I am the owner of the above property. 2. X. I am the sole proprietor of a business. 2A. Name of business: ?E 4+— HA-A.4)Y wt 4N• c 0-1 2B.Federal Employer Identification Number(FEIN) 0(a 5-2 2`f .3 Pursuant to § 31-286b, "a property owner or sole proprietor [who) intends to act as a general contractor or principal employer" may provide either a certificate of workers' compensation insurance or a "sworn affidavit...stating that he will require proof of workers' compensation insurance for all those employed on the job site in accordance with this chapter." Please check one: 1. I do not intend to act as a general contractor or principal employer. [Sign and stop here] Signature of applicant 2. I intend to act as a general contractor or principal employer. Applicant must either provide a certificate of workers' compensation insurance or sign the affidavit below. — — ------- Affidavit -- ------ - -----___— I hereby swear and attest that I will require proof of workers' compensation insurance for every contractor, subcontractor, or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to § 31-275 C.G.S., officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office; and that a sole proprietor of a business is no e o have cove ss he files his intent to accept coverage. Signature of applicant Subscribe. • d s .rn to before me this lam- day of , 2O. (Notary Public/Commissioner of the Superior Court) CHARYL FLEENER NOTARY PUBLIC MY COMMISSION EXPIRES 9/30/2004 Town ofontville Building Departmt Receipt Date 1r / ) 3 / o3 No. 03061 From: Job Address: /lj 5 P12-va-TT PLAN Amount $ (t/ . '7 0 Cash Illegib Check # /y 3 Circle one) Received by y cI�m P �� 3_ � Permit # o 04'/47 C ,Permit Fee Calculation Spreadsheet • MISCELLANEOUS PERMIT CALCULATION Pools&Spas Above Ground Round EA $ 3,150.00 $ - Above Ground Oval EA $ 5,250.00 $ - In-Ground EA $ 18,900.00 $ Heater EA $ 3,465.00 $ - Hot Tub EA $ 5,250.00 $ - Roofing Strip&Re roof SQ $ 207.20 $ - Overlay SQ $ 127.05 $ - Plywood SQ $ 101.85 $ - Sheds SF $ 26.25 $ - Electrical Service 100 Amp EA $ 816.43 $ - 200 Amp EA $ 1,519.19 $ - 400 Amp EA $ 6,039.29 $ - Breezeway/Decks ................ .. Open 480 SF $ 15.59 $ 7,483.20 Enclosed SF $ 94.76 $ - Porches Open SF $ 62.69 $ - Enclosed SF $ 123.90 $ - TOTAL BUILDING CONSTRUCTION COST $ 7,483.20 PERMIT FEE Building $ 7,483 $ 46.00 Electrical $ - $ $ - $ - CO Fee $ 10.00 Plan Review $ 4.60 State Ed Fee $ 7,483 $ 1.20 Total Fees $ ( 61.80_.-- Based on 2003 RS Means Residential Cost Data 8/13/03 711010 A001110 4 ;:.-ti:;- i *. '`',r,:.'swaaY< •,.p4p�y'..+ �®*e. .4.44. ..q♦ q i "q .�_,,.,:to toy :fkoriaIt.,N,-... 4,4::-'^.-^-',4"..........0, ;.1 " s 10w,,N''G -'hits +,0a.,,'ftr,,Z. NZ4.1,s.„Arr.%a 7"n�� faef to yd m��'` 44,'4 •i( ' ate,, t..41,4,47,1',,,, ami • ' ;!'R•`''",t. ..$01#9r*a"Y••,•''•'' a""'s'il14,* 'A+-"A wi:. 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N'1 D o t_4_1. /2}r �/7�c�l .s. 7, c O The owner/agent shall be responsible for the completion of the form, no certificate of occupancy will be issued until all signatures below have been obtained. HEALTH DISTRI .T 848-3030-339 blt 1,)• ' ' _ ApprovedNot Permit £, ivi / lj Pprrnit#; Re i.Permit S S i `ys Date 11 Approved Not Permit ❑ Permit#: ❑ Required Private Well Date •‘mn ► r1r.r A raT' rr.w 3 3 30.36' E 3A . ....�d'I' cryo--�v�v,cti J t5 Approved Not Permit 0 Permit#: ❑ Required Municipal Sewer Date House Trap ❑ Outside ❑ Inside Approved Not Permit ❑ Permit# ❑ Required Municipal Water Date r DEPARTMENT OF PUBLIC WORKS 848-7473 Approved Not Permit u Pe. ..it#: ❑ Required Director Date PLANNING &ZONING EPARTMENT 848-3030.Ext.379 Approved Not Permit "lemeetv0 0VC) FYI Permit#: Z03 Z,3 7 ❑ Required Zoning Date 2 .._._.1______ Approved Not Permit ❑ Permit#: ra Required Inland-Wetlands Date i • ustom Environments "building America one deck at a time" I Wooden Deck I I Town of Montville ons ruc ion Plans Approved for Construction Approval shall not be construed I as a permit for, or approval of, any violation of the provisions Details of the Connecticut Building Code I DI ` Copy cg File Copy Includes Stair Guide I I Decks USA .�. Master Iwww.DecksUSA.com —qv mib I CUSTOM ENVIRONMENTS File Post Office Box 6217 Youngstown,OH 44501-6217 (330) 788-7882 I FAX (330) 788-7868 www.DecksUSA.com L Duplication or reproduction is prohibited without Ithe expressed written consent of Custom Environments k Decks USA These details are intended only as a reference DESCRIPTION: I for the construction of certain common elements of a particular CONSTRUCTION DETAILS building project. Due to differences in local regulations and building codes, and specific site conditions; modification to Decks USA these details may be necessary by the builder to comply with Post Office Box 6217 Revision Date: 04-25-02 Iany such regulations and/or local codes,or site conditions. Due Youngstown, OH 44501-6217 to the common nature of these details,certain items contained (330) 788-7882 rilliii�iiiice iii,ia/iii�i/i/ of in these details may not be intended for use in a specific project. www.DecksUSA.com % •%�% %�% K' 1. copyright© 1994-2002 Custom Environments, All Rights Reserved. Unauthorized duplication is a violation of all applicable laws. allkeelli Is mai 1100.1.010.11110401.iliraNSA )0 loorapp Is pi OMR se ONO ihnewino0 tom to "p0 0Il1 O topx* woo 1 t 1 I Decks USA ........=-": Post Office Box 6217 N IYoungstown,OH 44501-6217 www.DecksUSA.com (330)788-7882 I Thank you for purchasing a complete deck construction package. We hope this information will help you build your dream deck. If we can be of any further assistance, please don't hesitate to Icontact us. Our quickest response is by Email: Support@DecksUSA.com I Please find enclosed: the Complete Deck Construction Package you have requested: ' Deck Plan View Style: Stock 0 REGULAR ❑ Modify ❑ CONTENTS: REVERSE ❑ Custom 0 IMaterial Takeoff Material Order List I Scaled Structure Plan Scaled Rendered Plan 3-D Structure Views: front, left and right I 3-D Rendered Views: front, left and right Elevations Print: front, left and right Deck Construction Details IStair Guide Kit w/Stringer Cut Chart I Additional Identical Prints: ITotal Number of Print Sets: I Additional Detail Books: ITotal Number of Detail Books: IDeck Accessory Kit Enclosed: El I Technical Support (Optional): ❑ I Once again, thank you for your patronage. You may also contact us by fax at(330) 788-7868. Also, we would love to see pictures of your completed project. They may be included on our Web Site. Finally,we welcome any comments, suggestions or criticisms you may have. We value your input and look forward to Ihearing from you. Sincerely, IThe Decks USA Team i i i i i stom Environments "building America one deck at a time" I Wooden Deck Construction Details Includes Stair Guide I DecksUSA (. www.DecksUSA.com ~ CUSTOM ENVIRONMENTS • ' Post Office Box 6217 I e Youngstown, OH 44501-6217 (330) 788-7882 FAX (330) 788-7868 www.DecksUSA.com I Duplication or reproduction is prohibited without the expressed written consent of Custom Environments L Decks USA These details are intended only as a reference DESCRIPTION: for the construction of certain common elements of a particular CONSTRUCTION DETAILS building project. Due to differences in local regulations and building codes, and specific site conditions; modification to Decks USA these details may be necessary by the builder to comply with Post Office Box 6217 Revision Date: 04-25-02 any such regulations and/or local codes,or site conditions. Due Youngstown, OH 44501-6217 to the common nature of these details,certain items contained (330) 788-7882i 'ii//ice/i/aii/a//i/ iii in these details may not be intended for use in a specific project. www.DecksUSA.comP%:;44 ' copyright© 1994-2002 Custom Environments, All Rights Reserved. Unauthorized duplication is a violation of all applicable laws. I 1 I 111HOUSE WALL I I 5/4 X 6 RAIL CAP I ( 1 v) 2 X 4 or X 1 X 4 RAIL TRIM I2X4RAIL I FLASHING 2 X 2 PICKET 2X 10 HOUSE BAND 2X4RAIL ' 5/4 X 6 DECKING IL 4 X 4 RAPOST I1 1low ��� 5/4 X 6 DECK TRIM A 2 X 4 HOUSE BLOCKING ' _ I2 X 2 LEDGER =.�,�,.,," 1,1 -_, 2X8EDGEBAND — (2) 2X10 BEAM 4X4, 4X6, I 6 X 6 COLUMN TOP OF GRADE I 4 I ° ° 12" X 12" X 8" FOOTING MIN. ° A I - • . Decks USA This detail is intended only as a reference for DESCRIPTION: I the construction of certain common elements of a particular TYPICAL DECK SECTION building project. Due to differences in local regulations and building codes, and specific site conditions; modification to Decks USA Ithis detail may be necessary by the builder to comply with any Revision Date: 12-20-00 such regulations and/or local codes,or site conditions. Due to Post Office Box 6217 Scale: NONE the common nature of this detail, certain items may not be Youngstown, 8 44501-6217 (330) 788-7882 of/oaia //i //off% intended for use in this specific project. www.DecicsUSA.com j'0";/61/311; % ' copyright©1994-2003 Custom Environments, All Rights Reserved.Unauthorized duplication is a violation of all applicable laws. —......_....--._...... -- —. —........... — 0 Degree Cut on 1 Edge Band Piece 45 Degree Angle Cuts on Bay Piece 1 0 Degree Cut on oil •7 — Ai\---.1 Edge Band Piece i Ard, .i \\ 4._— � 2, 34"21 4CONNECTION )— 2' 4. t i r 2' Bay Piece = 34" iii iiii , i `�� 3' Bay Piece = 51" 1 3iii �\--- 51 1 i. 3.—J. 3-1/2' Bay Piece = 59-1/2" ,.ii (not shown) i 5 mi 2' Bay Piece = 34" / ) 1 from the long point to the long point of the 45 Degree Imai Cuts Y 34" k Long Point 45 Degree Cut ..i 3' Bay Piece = 51" / „j from the long point to the long point of the 45 Degree I 51" Cuts ' .ii Decks USA This detail is intended only as a reference for DESCRIPTION: the construction of certain common elements of a particular BAY PIECE - Measurements building project. Due to differences in local regulations and iiii building codes, and specific site conditions; modification to Decks USA this detail may be necessary by the builder to comply with any Revision Date: 08-02-01 Post Office Box 6217 Scale: NONE such regulations and/or local codes,or site conditions. Due to Youngstown,OH 44501-6217 the common nature of this detail, certain items may not be (330)788-7882 jai !!,, %!/ % ,!%fr / intended for use in this specific project. www.DecicsUSA.com /4/4,4/,'10 0 /% 1 i copyright©1994-2003 Custom Environments, All Rights Reserved.Unauthorized duplication is a violation of all applicable laws. I I —STANDARD RAIL f HOUSE BAND BOLTED AND FLASHED ' i1'FJ' 5/4 X 6 DECKING 410 BLOCKING 1 #.440 2 X 8 JOISTS 16" O.C. ' S/4 X 6 TRIM BLOCKING AT RAIL POST 2 X 8 EDGE BAND — (2) 2 X 10 BEAM U BEAM POST CONCRETE FOOTING BELOW FROST LINE Decks USA This detail is intended only as a reference for DESCRIPTION: the construction of certain common elements of a particular DECK ANATOMY building project. Due to differences in local regulations and building codes, and specific site conditions; modification to Decks USA this detail may be necessary by the builder to comply with any Revision Date: 12-20-00 such regulations and/or local codes,or site conditions. Due to Post Office Box 6217 Scale: NONE the common nature of this detail, certain items may not be Youngstown, 8 44501-6217 intended for use in this specific project. (330) 788-7882 % Ji/i/i/iice p www.DecksUSA.com ��;;i/:s copyright© 1994-2003 Custom Environments, All Rights Reserved.Unauthorized duplication is a violation of all applicable laws. I I I I I I I I I I I z - H O - w5 o - -III I I III III III 12" X 12" X 8" POURED FOOTING (EQUAL TO ONE 80LB. BAG OF PRE-MIX) Decks USA This detail is intended only as a reference for DESCRIPTION: the construction of certain common elements of a particular FOOTING building project. Due to differences in local regulations and building codes, and specific site conditions; modification to Decks USA this detail may be necessary by the builder to comply with any Revision Date: 12-20-00 Post Office Box 6217 Scale: NONE such regulations and/or local codes,or site conditions. Due to Youngstown,OH 44501-6217 the common nature of this detail, certain items may not be (330) 788-7882 intended for use in this specific project. www.DecksUSA.com i copyright© 1994-2003 Custom Environments, All Rights Reserved. Unauthorized duplication is a violation of all applicable laws. NOTE: SEAL EXPOSED EDGES OF SIDING WITH SILICONE. HOUSE WALL TYPICAL SIDING TYPICAL ' 5/4 X 6 DECKING BOARDS BEAD TOP OF HOUSE BAND 14"ALUMINUM FLASHING ' AGAINST HOUSE W/SILICONE SCREW INTO NAILER FLASHING BEHIND BAND 2 X 4 NAILER uii/' I I 3/8" DIA. X 5" MIN. GALU LAG BOLT @ 12" O.C. ANGLE SLIGHTLY UPHILL 2 X 2 LEDGER WITH ONE 16D GALV. NAIL AT 8" O.C. 2 X 10 HOUSE BAND FOUNDATION WALL 1 A I Decks USA This detail is intended only as a reference for DESCRIPTION: ' the construction of certain common elements of a particular HOUSE BAND ATTACHMENT building project. Due to differences in local regulations and building codes, and specific site conditions; modification to Decks USA ' this detail may be necessary by the builder to comply with any Revision Date: 12-20-00 such regulations and/or local codes,or site conditions. Due to Post Office Box 6217 Youngstown,OH 44501-6217 Scale: NONE the common nature of this detail, certain items may not be (330) 788-7882 re;, ii//aiaiiii/a!�ii ii/ (i/i�0 intended for use in this specific project. www.DecksUSA.com 4'7'i/%s : %� copyright© 1994-2003 Custom Environments, All Rights Reserved.Unauthorized duplication is a violation of all applicable laws. 3 / .--7"-- 1 , _ 471°. ._,-. 3 1 O O I I 11°P 4°1'°°°° \ I Yc-711414NIS141144 O 2 X 2 LEDGER NAILED o I TO HOUSEBAND WITH 16D NAILS 8" O.C. 0 2 X 8 JOIST WITH (3)THRE I 16D NAILS EACH SIDE HOUSE BAND I 2 X 4 BLOCKING NAILED TO HOUSE BAND WITH 2 X 8 BLOCKING WITH (3)THREE 16D NAILS TWO (2) 16D NAILS EACH END go Decks USA This detail is intended only as a reference for DESCRIPTION: the construction of certain common elements of a particular HOUSE BAND ATTACHMENT building project. Due to differences in local regulations and „m, building codes, and specific site conditions; modification to Decks USA this detail may be necessary by the builder to comply with any Revision Date: 12-20-00 Post Office Box 6217 Scale: NONE such regulations and/or local codes,or site conditions. Due to Youngstown,OH 44501-6217 the common nature of this detail, certain items may not be (330) 788-7882 j��%!! !�/ !/0—/,/ (1.( ' ,o,' ,o, ow intended for use in this specific project. www.DecksUSA.com , "'i/'o/'�j'�%/a copyright©1994-2003 Custom Environments, All Rights Reserved.Unauthorized duplication is a violation of all applicable laws. r .. IL 111•I.. I . ■`� ° ,... D !"1, :. I 4X4 4 ._...„_.I 2" NOTCH I II I 5 KI � /11.. ■ ■ s, iii: Iiv i''s_r .liimas ri I 4 X 6 1 I 3" NOTCH I 411. MirI k. o liii I6X6FM' INOTE: ATTACH COLUMN TO BEAM USING 1/2" GALVANIZED CARRIAGE ____,J-,___ 3" NOTCH BOLTS. WASHER AND NUT ON BACK. I Decks USA This detail is intended only as a reference for DESCRIPTION: I the construction of certain common elements of a particular COLUMN NOTCH building project. Due to differences in local regulations and H building codes, and specific site conditions; modification to Decks USA this detail may be necessary by the builder to comply with any Revision Date: 12-20-00 I such regulations and/or local codes,or site conditions. Due to Post Office Box 6217 Scale: NONE the common nature of this detail, certain items may not be Youngstown, OH 44501-6217 (330) 788-7882 /iii,,,,,,, v .00/ ":////: jj� intended for use in this specific project. www.DecksUSA.com %'4�'''%; %;. copyright© 1994-2003 Custom Environments, All Rights Reserved. Unauthorized duplication is a violation of all applicable laws. 1 1 I��� .It. 3 1 E ME 0 0 0 0 IIIM 3 0 0 , 0 0 , min' it ■i i con ., • 0 0 ° mmo 52,21 A.- 3 4 X 4 r , 3(3) 16D GALV. NAILS EVERY 16" O.C. MN. 1/2" X 6" GALV. CARRAIGE BOLTS STAGGERED I Alt '\ \' 0 ° 0 0 1' 1 ► i- ='\ 31 1 `' EIN ° 0 Q ; ° A A,_ MI iI 4 Ia 0 0iv Ay dins iZe 31 MI IIII mit 4X6r - 3 (3) 16D GALV. NAILS 3 EVERY 16" O.C. MN. 1/2" X 7" GALV. CARRIAGE I BOLTS STAGGERED \L 4111,_ I .\ ... 0 o 0 1� .1P11 mill:11111.1=11 0 0 ; o 0 6X6 3 NOTE: ONE BEAM MEMBER MUST BE CONTINUOUS ACROSS COLUMN. „ Decks USA This detail is intended only as a reference for DESCRIPTION: the construction of certain common elements of a particular BEAM SPLICE AT COLUMN building project. Due to differences in local regulations andil building codes, and specific site conditions; modification to Decks USA this detail may be necessary by the builder to comply with any Revision Date: 12-20-00 Post Office Box 6217 Scale: NONE such regulations and/or local codes,or site conditions. Due to Youngstown,OH 44501-6217 the common nature of this detail, certain items may not be 330 788-7882 % i�% ���/%!%% �%�% I 1 t i I -mia�.awl- .— I I (2)2 X 10 BEAM TYPICAL TOP PLAN VIEW I I 16D NAILS TOENAILED TO BEAM EACH JOIST BLOCKING FOR RAIL POSTS WITH (2) 16D NAILS AT EACH END ► 111 I ///°°• • 1114I � � �• • le 41 ' • '• 1 • ' • • • (6) 16D NAILS • I PER JOINT I EDGE BAND WITH (3) 16D NAILS PER JOIST �� COLUMN TYPICAL I Decks USA This detail is intended only as a reference for DESCRIPTION: I the construction of certain common elements of a particular FRAMING AT BEAM building project. Due to differences in local regulations and building codes, and specific site conditions; modification to this detail may be necessary by the builder to comply with any Decks USA Revision Date: 12-20-00 I such regulations and/or local codes,or site conditions. Due to Post Office Box 6217 ;c:11;: 7E/4; the common nature of this detail, certain items may not be Youngstown,OH 44501-6217 intended for use in this specific project. (330) 788-7882 iwww.DecksUSA.com ;j Icopyright©1994-2003 Custom Environments, All Rights Reserved.Unauthorized duplication is a violation of all applicable laws. This Page Has Been Intentionally Left Blank Decks USA This detail is intended only as a reference for DESCRIPTION: the construction of certain common elements of a particular BLANK PAGE building project. Due to differences in local regulations and building codes, and specific site conditions; modification to Decks USA this detail may be necessary by the builder to comply with any Revision Date: 12-20-00 Post Office Box 6217 such regulations and/or local codes,or site conditions. Due to Scale: NONE Youngstown,OH 44501-6217 the common nature of this detail, certain items may not be 330 788-7882 % ;��%!!;;!;�%%%, %!%%% P project. ( ) j '../j/ �j intended for use in this specific ro ect. www.DecksUSA.com copyright© 1994-2003 Custom Environments, All Rights Reserved.Unauthorized duplication is a violation of all applicable laws. w / / / I I II S 4 P S C I 0 I / t_ X / \ I 111 I I 5/4 X 6" 5/4 X 3" 5/4 X 1 1/2" I 1 Iymb,„---.... y I ,07 1 2 X 8 NAILER LAID 2 X 8 TYPICAL JOISTS FLAT FOR ENTIRE RUN 2 X 8 TYPICAL JOISTS t Decks USA This detail is intended only as a reference for DESCRIPTION: I the construction of certain common elements of a particular PARTING BOARD DETAIL building project. Due to differences in local regulations and building codes, and specific site conditions; modification to Decks USA this detail may be necessary by the builder to comply with any Revision Date: 12-20-00 Isuch regulations and/or local codes,or site conditions. Due to Post Office Box 6217 Scale: NONE the common nature of this detail, certain items may not be Youngstown,OH 44501-6217 (330) 788-7882 j ii/ii�iaia //ii� ii/i/ice intended for use in this specific project. www.DecksUSA.com / % %'1%j'/ copyright© 1994-2003 Custom Environments, All Rights Reserved. Unauthorized duplication is a violation of all applicable laws. i \ i I I I � I I 5I \ I I I // , , , 3 ' I I .‘‘, \ 4 i I I .rl / / / 1 ilia PARRALLEL TO JOIST PERPENDICULAR TO JOIST J i 2X8NAILER rill; mid S 5 2X4 41lPlillIll sal soi TOP VIEW r 1 5/4 X 6 DECK BOARDS esi I I I _ I I _ I f _ J� _ I II \ 2X8 5 5 2X4 adI l 2 X 8 JOIST .4 CROSS SECTION 1 Nil Decks USA This detail is intended only as a reference for DESCRIPTION: the construction of certain common elements of a particular HERRINGBONE DETAIL 41 building project. Due to differences in local regulations and ,o. building codes, and specific site conditions; modification to Decks USA this detail may be necessary by the builder to comply with any Revision Date: 12-20-00 Post Office Box 6217Scale: NONE , such regulations and/or local codes,or site conditions. Due to Youngstown,OH 44501-6217 the common nature of this detail, certain items may not be (330)788-7882 wa intended for use in this specific project. www.DecksUSA.com rD%."V V,'.4 4/ 4 copyright CO 1994-2003 Custom Environments, All Rights Reserved.Unauthorized duplication is a violation of all applicable laws. w diatom Environments "building America one deck at a time" St air Guide � Construction I Details Stairs Flared Stairs D ' ks USA Stringer Attachments 3 ' www.DecksUSA.com Stairs Between Decks Box Steps ' CUSTOM ENVIRONMENTS Railing Post Office Box 6217 Youngstown,OH 44501-6217 ' (330) 788-7882 FAX (330) 788-7868 www.DecksUSA.com Duplication or reproduction is prohibited without the expressed written consent of Custom Environments Decks USA These details are intended only as a reference DESCRIPTION: I for the construction of certain common elements of a particular STAIR GUIDE with CHARTS building project. Due to differences in local regulations and building codes, and specific site conditions; modification to Decks USA these details may be necessary by the builder to comply with any such regulations and/or local codes,or site conditions. Due Post Office Box 6217 Revision Date: 04-25-02 to the common nature of these details,certain items contained Youngstown, 44501-62178 (330) 788 8-7882 V ili/i//iai ai/ice/i/io�iii� in these details may not be intended for use in a specific project. www.DecksUSA.com '�/% /% 'r.%w copyright© 1994-2003 Custom Environments, All Rights Reserved. Unauthorized duplication is a violation of all applicable laws. 516. rrll Decks USA www.DecksUSA.com Building Deck Stairs To frame a deck stairway, you need to figure out the number of treads (steps)required and the rise and run (length) of each tread. First,measure the height of the deck. Then use the enclosed chart to determine the •+ amount of risers you will need. Laying out Stringers You can lay out a stair stringer very quickly with a framing square by finding the rise (riser) on one leg and the run(tread) on the other leg and then lining those up with the edge of the board. . Mark along the edges of the square to create the first step. Then move Via down the board, line up the square and draw the next step. Continue that until you've drawn all the treads. Cutting Stringers Use a circular saw to start all the cuts. But use a handsaw or jig saw to finish them, since the circular saw blade leaves a little bit uncut at each corner. °,° Tracing Stringers •+� Tip= Our stairways require at least 3 stringers But rather than lay each one out Y individually with the framing square, cut the first stringer out, check to make sure +++ it fits, then use that one as a pattern for the others. Bracing Stringers You can install each stringer separately,but it's usually quicker to connect them together with the bottom riser J before setting them in place. Attaching Stringers ers ' Select an attachment method from details 302 - 303. Installing Risers and Treads Cut the risers and screw or nail them down into the stringers. Cut the treads to fit over the stringers, leaving a 1 inch overhang on each side to serve as a drip edge and keep rain from dripping down onto the stringers. Screw or nail the treads down into the stringers to finish the stairs. . i copyright©1994-2003 Custom Environments, All Rights Reserved.Unauthorized duplication is a violation of all applicable laws. I INCHESr 1OTAL -r REGULAR RISERS BOTTOM INCHES TOTAL REGULAR RISERS BOTTOM 8 0 1 1 8 0 17 . 0 1 3 2 _ 6 _ 5 -8 118 2 1 4-9/16 3-9 . 17 1/8 3 2 6-1/16 5 111111.1111112 1aligui 4-5/8 3 17 1/4 3 2 - a6 1/16 5- 5-115 3-1/8 �t ♦ 2 1 4-11/15 3-11 1111/4=13 2 • 1/8 W 2.. 1 4-3/4 3-3/4 � 3 2 • 3/16 5-1/8 iiMI 2- 1 4-13/16 3-131 . alladLj 3.. 2 . 3/16. 3-1/4 IIIIILILIS 1 � �(���� 1 4 7/8 3-7/8 4-15/16 3-15/ • 3 2 x_1%4_. 5-1/4 3_ 2 6 5/16 5-1/4 IIIILIIRAIIMIIIIII� �� 1 5 .4 MRS 3 2 _-_ 6-5/16: 3-3/8 "1 5-1/16f4-1/16 : 3 2 6-3/8 .5-31$ 1 5-1/8 4-1/8 8' 1/4 3 2 6-3/8 5-1/2 1 5 3/16 4 3/16 18 3/8 3 2 6-7/16 5-1/2 � r '1 5-1/4 - 14-114 18 1/2 3 2 '6-1/2 5-1/2 • 1 r5-5/16 4-5/16 18 5/8 3 2 6-9/16 5-1/2 5 1 1 - /8 4-3/8 18 3/4 3 W 2 6-9/16 5-5✓8 __ 1 ' - • 18 7/8 3 2 6-518 X5/8 1 5-172. 112 4-1/ • 0 3 2 6-11/16 5-5/8 injakaamo 1 5-9/16 4-9/1. 0 1/8 3 2 6-11/16 5-3/4 _LJ allIMMI 1 5-5/8 4-5/8 3 2 6-314 5-3/4 �(�� fi 5 11/16 4-11/1 4 69' 3/8 3 26-13/16 5-3/4 NM 5 3/4 4-3/4 19 1/2 3� 2 6-13/16 '5-7/8 e-518 5-13/16 4-13/16 19 5/8 ' 3 2 6-7/8 5-7/8 ' I no 5-7/8 4-7/8 19 3/4 3 2 6-15/16 X7/8 • -c 6 4-15/16 19 7/8 ; 3 2 6 15/16 0 2 1 6 5 20 0 3 2 7 11 1/8 2 i 6-1/16 5-1/16 20'-1/8" 3 2 7-1716 ,6 1/4 2 1 6-1/8 5-1/8 20; 1/4 3 2 -1116 6-1/8 11 11 3/8 211 1 6-3/16 5-3/16 20 3/8 3. 2 7-1/8 6-1/8 1/2 2 1 6 1/4 5-1/4 20'- 1/2 3., 2 7-3/16 6-1/8 11 5/8 2 1 6-5/16 5-5/16 20- 5/8 3 2 7-3/16 6-1/4 I 11 3/4 2 1 6-3/8 5-3/8 26 3/4 3 2 7-1/4 6-1/4 11 7/$ 2 0 2 1 1 6-7/16 6-1/2 5-7/16 X51/2 22 0 7/8 _� 3 3 2 2 7-5/16 '6 1/4 '� 7 5/76 6-3/8 . __ 5-9/16 - ' 21 1/8 3 2 �_ 7-318.. 6-3/8 . 5-5/8 21.1111/4 - _3 2 -H7-7716- 2 7 771 6-3/8 IMO ' ��� 5-11/ • 21 318 3 2 7-7116 6-1/2 �� �� ' 5-3/4 i 21 1/2 3 2 7-1/2 6-1/2 . 4' '5-13/16 " _-_21 2 '7-9/16 6-1/2 IllktAltla������ � (:� _i 5/16 21 3/4 2 7-9/16 6 5/$ i 2 7 5/8 6-611/88 518 22 2 7-11/16 6-5/8 13 1/8 2 7/1/16 6-1/16 22 3 2 7-11/16 6-3/4 8* 1/4._, I 13 3/8 2 5 22 2 7-3/4 6-3/4 iMIM�• 22 3/8 2 -13/16 =6-3/4 13 1/2 2 ��I< � 4� 22. 1/2 , 3 2 7-13/16 - 6-7/8 13 5/8 2_ i111111MIMLMINI 22 5/8 . _ --3 .- 2 '7-7/8 6-7/8 I 13 3/4 2 Ii� 22 3/4 3 2 7-15/16 6-7/$ 13 7/8 2 �� - 6UM 22 7/8 3 _ 2 7-15116 `7 4� 0 2' 23 0 3 2 8 7 1/8 2 a���lal _371`6_____ . 23 1/8 4 3 '6-1/16 4-15/16 14f 1/4 2.. _i—_ . : /4 4 3 6-1/16 5 1/16 '3/8 2 - 1716 23 3/8-' 4 . 3 _ 6-1/8 5 1/2 2 7-3/4 6-3/4 23, f 4 3 6-1/8 5-1/8 14 5/8 ' 2 7-13/16 16- 3/16 2 4 __. 3 6-3/16 5-1/16 14 3/4 -.2 7-7/8 6-7/8 23 3/4 4 3 6- /16 3-3/16 I 14 7/8 2 - 1 6:15/16 23 7/8 4 3 6-1/4 5-1/8 15 0 2 ._ 1 8 7 24 0 4 3 6-1/4 5-1/4 15 1/8 : 3 2 5-3/8 4-3/8 24- 1/8 4 3 6-5/16 5-3/16 15 1/4 3 2 5-7/16 4-3/8 24 1/4 - 4 3 6-5/16 5-5/16 15 2 5-7/16 41112 1/2 3 2 5-1/2 4/1/2 4 X78 4 3 6-3/8 5-1/4 15 3/83m • /2 4 3 6-3/8T _�.`5- / 1515/8 3 2 5-9/16 €4/1/2 4 5/8 4 3 6-7/16 5-5/16 �_ ..15` 3/4 .._�_3 ._ -_ ' •. 4-5/8 e 4 3 6-7/16 5-7/16 15, 7/8 ;— 3 .` IIIIIMIMIII 4-5/8 24..7/8, . .__ 4 .. 3 6-1/2 5-3/8 3 4 5/8 25 0 4 3 6-1/2 "5-1/2 3 4-3/4 25 1/8 4 3 6-9/16 5-7/16 I INN /4 —3 �� �- 4-3/4• 25 1/4 ` 4 3 6 9/16 5-9/16 • 4-3/4 25 3/84 3 8-5/8 5-1/2 1. 1/2 3 �� 4-7/8 25 1/2 _ 4 3 6-5/8 5-518 16 /8 3 : 14-7/8 25 5/8 4 3 6-11/16 5-9/16 16 3/4 3 ,, I 5-15/16 4-7/8 25 3/4 4 3 6-11/16 5-11/16 __ .fi6 7/8 -1 25 7/8 4 3 6-3/4 5-5/8 4 mow ?;rye: RISERSBOTTOM I INCHES] TOTAL REGULAR RISERS BOTTOM > INCHES TO/��_`���uLAm ��. ^_ . ___ -_ -_ 6-3/4 --- 35 1/8 5 | 4 7-1/4 6'1/826 026 ~3 6-13/16 5-11/16 35 1/4 5 + 4 7-1/4 6-1/4 1/8 r -� � ----��13/10 5-13/16 ��35 3/8 5 i 4 7-1/4 6-3/8 26 '� ` --i�7� 5-3/4 �5 � 4 |��16 6-1/4 -- , ~~ �--'� -� - 6-7/8 5-7/8 35 �8 5 �� �7'5/18---' 6-3/8 /2 5-13/16 -� 3/4 5 � �z30 6-1/4 26 s�T -�---- 3 6-15/16 26T3/4f- 4 3 6-15/16 5'15/10 --- 35 7/8 5 7-3/8 6-3/8 . 4 - - 3 7 ------ 5-7/8 ' 36 0 5 . ---4----|7-�8 6-1/2 _ I' ^' ^ 3 G �� 1� 5 4 �7�8 �3� 27 3 U0 5-15/16 i -3� 1/4 5� 4 ---1�7��-- 0'1� - - 27 1/8 ^ �� | -- 27 7q/�-- 6-1/16 i 36 3/8 5 --4 7-1/2 �3� __ -27 �---4--'T 3 7'1/8 --' 6 � 36 1/2 �-' ---4 7-1/2 6-1/2 __. I-� 1/-- 4 3 �10t-10 � 38�S054 �1/2 O'5� __ 27 - 4 I 3 7-3/16 5'1/10 � � 36 3/4 5 -- 4 7-9/16 6-1/2 27 3/4`- 4 - - 3 r 36 7/8 5--- 4 �UM6 0'5� 27 7/84 - -3 - 6- 37 5 4 7-5/8 __. i - 28 0 4 3 �rc1/4 S'1/4 37 8 5 4 / xm 28 1/8 4 ' 3 --��5/18--- 6-3/16 -37 5 __ 4 � 7-5/8 -5'�4 �- 28 4 3 - 7'5/18-- 6'5/16 -37 6 ' ` 4 '7'11/15 5/8 _ '' 3 73/8 -- 6-1/4 37 5 4 ---7-11dG 16-3/4 I_- 28 3�� 4 -3 7�3/5 | �8 ] 37 ''^ 4 - ' ' ^ 78 28 1/2 4 -- ` /1 � 37 3/4-�- 5� 4 ^� ^ /4 -- - 28 5/8 4 - 3 �7'7 h , ^ | ' _ - - 3 7-7/16 , • / 37 7/8 5- 4 'J� ____ 28 - - 38 0 5 4 |7'13n6 10 -- --� 3 7-1/2 • : ^» m� -- ''" | � - - -�� 38 1/8 5� 4 7-137T6 -- �v � 4 � 3 ' ^--� T�70- �-���� - 29 4 3 � g/16- ° • 1 38 1�� 5� 4 ___ ~29 1/4 4 3 7-9/16 - ��S' � r-� �-- 5 ' 4 #� 6-7/8 29 3/84 3 7-5/8 38 1/2-----5--- 7-7/8 4 �� 29 1x2 4 3 ' 38 5/8 5 4 7-15/16 16--7/8 �� ' 5/829 � --4 3 7'11/1S - i~'° , 38 o �,/m 7-15/16 7 29 3/46-11/1630 70 5 4 1-� 3 7-11/16 �� /�o �_ 4 3 6-5/8 -39 0 5 - 30 04 3 6-3/4 -39 1/8 6 • |tn/� u 30 1/8 4 - i - 3 6-11/16 ' 39 1/4 6 5 , 5'13/1830 1/4 4 - -- 3 6-13/16 --33 3/8 6 ^ 5 6-3/4 5'�D 4 - 3 7-7� -- 6-3/4 - 39 1/2 6 5 �x �� 4 -- 3 7�70- 6-7/8 39 5/8 � -�---S� 6'3A�- �5-70 �� 3300, t.,_ 1 ^ 4 -� - 3 7-15/16 0'13/1G- i '��/ �4i 0 ' S ---O���� 5 11/16 L- ^" 5/8 4 � 3 7-15/16 ' 15/1�- 1 .• - 6 - S- - 6-13/16 13/1�� 30 3/4 v��� - 0 -- 5- -16-13/16 ��1�16F Il 30 7/8 4 3 8 07/0 '31 O 4 3 V r7� ^ mm��--� -6 5 ' � '���4 31. 1/0i 5 4 6-7/16 5-3/8 40 1/4 6 5 6-7/8` 5-7/8 31 ' 5 a 4 6-7/16 -5'1/3 403/8 6 5 |�7� 31 : 5 - 4 6-1/2 --- 5-3/8 40 1/2 6 5 6'1516 5-15/16 �� - - G 1/� 'S'i/3 � - 40 6 5 --^�T�l8 1S71�--- �� 31 1/ 5 4 / �»» 31 5 : 5 4 6-1/2� 5-5/8 / 40 3/4 6 5 '6-15/16 3/45 4 Qd8 S�/2 l 40. �8i _ 6 _ 5 7 ��//o r 4 |S'9�0 5-5/8 | ^ a 6 5 u �� � 7/8 'S 4 ��� `5'1� 41��8� 6 5-17 16-1/8 «� 32 0 � 5 4 6-5/8 5'50 41 1/4 6 5 7'188 /5'15;O 1/8 --' 4 ��5�- 5-I� 41 3/8 6 5 7-1/16 0'1/16 32 1�� [ --S � 4 6-11/16 5-5/8 - 41 1/2 6 5 7'1�8- 6-31O � 3/8 5111^^ �� | |` -- �3� -41 �8 o 5 7'1D� 0 1/2 5 4 u'�n`o ��x� | � r. ^~ S0 5 -- - -- 4--- 6-3/4 5-5/8 | --41 3/4� 6 � 5 7-10' 16-1/8 ~~ 3/4 -�- 4 6-3/4 5-3/4 | 41 7/8 6 ' 5 7-1/8 16-n4 32 4 6-3/4 5-7� 1 - 42 0 . - 5 T'3�G 1�T�8 z2 nO ! � 4 6-13/16 5'�4 ! 42 1/8 • 5 7-3/16 6-3/16 I! 3� o _ 4 � !��� | 42 1� � 57c�16 G-Sd6 [ 33 i�8T- 5 | 6-13/1642 3/8 --- 5 7'i/4 6-1/8 1�f- - 4 6-7/8 5�� \ ^ - 33, 1/4 - 4-- 6-7/8 ��7� 42 1/2 �- 5 ��1� .�1� I««| 1/2 !--- 4 0'r/8 - � � 42r5� --B S7-1/4 G'30 33 5/8 1 4 6-15/16 6 ; ' 42 a4 | ---G- 4 6-15/f. 42 7/8 6 5 /-x`n 33 3/4 ^ . 33 7/8 - 4 7 5'70 / 43 0 6 5 7:5 16 I s4 o 4 7 O -� 43- 1/D R- 7cS0 • 34 1� -- 5- - 4 7 6-1/8 � 43 1/4 6 5 7-3/8 ��u 34 1/4L-- 5 - 4 �7-i�O 6 WT : 6 5 7-3/8 0'�2 34 3/8 �- 5 4 '7-1/16 6-1/8 ' 6 5 7-7/16 ���G �� 34 1/2 -- 5 i 4 7-1/8 ----'G - . �; ---6-- ' 6-7/16 �� 34 5/8 5 47'10 6-1/843' 3/4 6 5 17-7/16 6'9/16 34 3/4 5 4 7-1/8 6-1/4 -- 1/� | IS70' 6 5 17-1/2 O'�8 34 7/8 5- --- 4 `7-3/i8 '8'10 44 0 6 5 17'1/2 {6'1C2 I 35 0 5 | - 4 � 44 1/8 -B 5 '7'iC2 16-5/8 I Lri IsICAESI TOTAL REGTICATiRISERS BOTTOMr INCHES TOTAL REGULAR RISERS BOTTOM 53 3/8 7 ... 44 1/4 6 5 7-9/16 6 7/16 .. _.._ 6_.._ -7-3//4 44 3/8 6 5 7-9/16- 6-9/16 53 1/2 7 6 _. 7-13/16 6-5/8 I 44 ...17 6 5 7-9/16 6-11/16 53 5I8F 7 6 7-13116 6-3/4 6-7/8 44 5/8 , 6 5 7 5/8 — 6-1/2 531 6 7-13/16 44 3/4 6 5 7-5/8 6 5/8 53 7/8 7 6 7-13/16 7 7/8 6 5 17-5/8 6-3/4 54 0 7 6 7-7/8 6-3/4 I • 0 6 5 7-11/16 6-9116 54: 118; 7 6 7-7/8 6-7/8 45` 1/8 6 5 7-11/1rv6 6-11/16 54 1/4 7 6 7-78 7 45 1/4 6- 5 7-11716— 6 13/16 54 3/8 7 6 7-15/16 6-3/4 * 45 3/8 6 5 7-3/4 6-5/8 54 1/2 I 7 6 7-15/16 6-7/8 I ``- 45 1/2 6 5 7:3/4 6-3/4 ! 54 5/8 • 7 6 7-15/16 7 45 5/8 6 5 7-3/4 6-7/8 -`54 7 6 7-15/16 7-1/8 45 3/4 0. 5 7-13/16 6-11/16 54 7/81; 7 6 8 6-7/8 45 7/8 6 5 7-13/16 6-13/16 — 55 0 7 6 _..._ 8 - 46 0 6___5__5 7-13/16 6-15/16 —55 1/8 8 7 7 6-1/8 46 1/8 6� 5 7-7/8 6-3/4 _55 1/4 '1" $ 7 7-1/16 5-13/16 46 1/4 6 777---771//388/16 -7/8 6 7/8 — 55 3/8 ' 8 7 7-1/16 5-15/16 46 3/8 6—.5—...... 7-7/8 7 *_55 1/2 8 7 7-1/16 6-1/16 46 1/2 6 5 7-15/16 6-13/16 55 5/8 8 7 7-1/16 6 3/16 46 5/8 ,8 5 7-15/16 6-15/16 55 3/4 3" 8 7 -••. - "7-1/86_ , 5-7/8 46 3/4 t 6 5 7-15116 7-1/16 •"-`55 7/8 , 8 7 7-1/8 6 46 7/8 6 5 8 6-7/8 56 0 8 7 7-1/8 6-1/8 I 47 1/8 7 6 6-7/8 �_..,5-7/8 56 1/4 _ 8.. 77 -..7-3716 T/8 6-1/4 L.147 0 6 5 8 7 1-5/16 47 1/4 7 6 6 718 6 56 3/8 8 7.3 47 3/8 7 6 6-15/16 5-3/4 56 1/2 8 :7-3/ . c► imi L 47 5/2 7• 615/16 5-7/8 56 5/8 8 7 3/ mi.6-15/16 56 3/4 8 7-17- 47 3/4 7 6 6-15/16 6-1/8 56 7/8 8 x_37: 47 7/8 . 76 7 :5-7/8 57 0 8 7 -1/4 16-1/4 48 0 _7 6 7 6 57 1/8 8 7 7-1/4 '6-3/8 48 1/8 7 6 7 6-1/8 57s1/4 " _ 8 7 7-5/16 6-1/16 48 1/4 7 6 7-1/16 5 7/8 57f 3/8 8 7 7-5/16 63116 48 3/8' 7 6 7-1/16 6 i57 1/2 1 8 7 7-5/16 6-5/16 48 1/2 I 7 6 7-1/16 16-1/8 . 57 5/8 -- 8 7 7-5/16 6-7/16 I 48 5/8 1 7µ48 3/4" 7 6 5 7-1/16 7-1/8 6-1/4 6 57 3/4 8 7 7-3/8 6-1/8 57 7/8 8 7 7-3/8 6-1/4 "48 71$ 7_ 6 7-i/8 6-1/8 # 58 0 8-. 111=1111.11 - is '6-3/8 49 1/8 7 6 — 7-178 6-1/4 I 58 1/8 8._ �M� - is 6-1/2 I 49 0 7 6 7_ _ _ 3/16 6 58 1/4 �` 8 6 3/16 49 1/4 7 6 7-3/166 1/8 58 3/8 -�. 8._ � 8-5/16 49 3/8 1 7 6 7=3716 16-1/4 58 1/2 8 rallu • 6 49 1/2 7 6 7-3/16 :6-3/8 8 5/8 8I I - � 6 49 3/4 6 7-1/4 6-1/8 158 3/4 7 6 7-114 6-1/48 7/8 - 8. 7-1/2Fill 114 49 5/8 ; 7 6-3/8 !1111149 7/8 7 6 7-1/4 6-3/8 9 0 '_�_8 -1/2 6-1/2 50 0 - 7 6 _ 7-5/16 6-1/8 9 1/8 8 7-1/2 6-5/8 50 1/8 7 6 7-5/16 6-1/4 59 1/4 : 50 1/4 f 7 ��,1I1• .-5/16 7/16 6 7-5/16 6-3/8 91 3/8 50 3/8 7.._ 6 7-5/16 6-1/2 59` 1/2 -• _ 5-9/16 50 1/2 7 6 -7-318 6-1/4 59 5/8 : 6-11/16 II 50 5/81; 7 6 7-3/8 6-3/8 59 3/4 : 7-5/8• 6-3/8 50 3/4 7 6 7-3/8 6-1/2 59 7/8 : 7-5/8 6-1/2 50 7/8 7 ._ 6 7-7/16 6-1/4 60 0 : /8 —I-61-5/8 51 0 —. 7 6 7-7/16 6-3/8 - 60 1/8 8- 7-5/8 6-3/4 51 1/8 7 6 7-7/166-1/2 60 1/4 ;7-7. ___ 8 711/16 7/ I 51 1/4 7 ... 6 7-7/16 6 5/8 60 8 7 �7-11/16 '6-9116 51 3/8 7 6 7-126 6-3/8 60; 8 7 17-11/16 '6-11/16 �' ;� 51 1/2 7 6 7-1/2 16-12 ' 60`-- : ' 8 _ 7 7-11/16 6-13/16 517 5/8 7 6 7-1/2 6-5/8 60 3/4 8 7 '7-3/46 1/2 5 3/4 6 .7 9/16 6 3/8 �' 5 7/8 6 17-9/16 6-1/2 w ' 7/8 ' 8 7 7-3/4 6518 r 5 70 7__� _ 6 7-9/16 6-5/8 M 8 7 7-3/4 6-7/8 • � 8 7 7-3/4 6-78 52 1/8 7 _ 6 7-9/16 6-3/4 6 8 7 7-13/16 6-9/16 52 1/4 �` 7 6 7-5/8 6 1/2 61 8 7 7-13/16 6-11116 52 3/8 "7- 6 7-5/8 6-5/8 61 1/2 8 - 7 7-13/16 6-13/16 . 521 1/2 7 6 7-5/8 " -6-3/4 61 5/8 8 7 7-13/16 6-15/16 I X5/8 7 6 7-11/16 6-1/2 61 3/4 8 7 7-7/8 6-5/8 /4 7 m 6 7-11/16 6-5/8 61 7/8 8 7 "7-7/8 6-3/4 7/8 —7 - 6 7-11/16 '6-3/4 62 0 8 7 7-718 6-718 `- 53 0 —7 ' 6 7-11/16 6-7/8 627178 8 7 '7-7/8 << _ 53 1/8 7- 6 7-3/4 6-518 621!"-T/4 8 7 7-15/16 6-11/16 53 1/4 ; 6 7-314 6-3/4 62`x/8 8 7 7-15/16 6-13/16 1 INCHES TOTAL REGULAR RISERS BOTTOM INCHES' TOTAL " REGULAR RISERS BOTTOM ' ' -.__62 1/2 8 ___ 7 7-15/16 6-15/16 _71'3/8 10 9 7-1/4 6-3/8' 62 5/8 87 7-15/16 7-1/16 '71 3/4 ` 10 9 7-1/4 6-1/ 7._62 3/4 8 7 8 6-3/4 _ 71 7/8 10" _9 7-5/16 6- • 62 7/8 8 7 8 6-7/8 -72 0 10" 9 7-5/16 6-3/16 63 0 8 7 8 7 _72, 1/8 10 .. ._.9 _. 7-5/16 6-5/16 63 1/8 9 8 7-1/8 6-1/8- 1/4 : 0 9 _ 7 5/16 "-� 6- • 63 1/4 9 __..8 7-1/8 6-1/4 l '72 3/8 10 _9 7-5/16 6-9/16 I 63 3/8 9 8 7-1/8 6-3/8 72 1/2 , I 9 _-„7-3/$ .....__- 6-1/8 63 1/2 . . 9 8 7-3/16 6 - 72 5/8 1d .9 �7-3/8 6-1/4 9 8 17-3/16 61/8- 72 3/4 10 f 9 17-3/8 6-3,'8 1: . La 9. 8 7-3/16 6-1/4 �72 7/8 10 9 7-3/8 m.. 6-1/2 . 9"”" 8 7-3/16 6-3/873 0 10 '9 _ 7-3/8 6-518 64 I 9 8 7-1/4 6 73 1/8 10 _ 9 7-7/16 6-3/16 647178 9 8 7-1/4 ..___ 6-178 73 1/4 10 9 7-7/16 6-5/16 __.._. - 64614 9 8 7-1/4 6174 _ 73 3/8 10 9 .7-7/16 6- 64 3/8 9 8 _... 7-1/4 6-378 73 1/2 i 10 9 '7-7116 6-9/16 64 5/8 ; 9 8 7-5/164 '' 1/2 73 5/8 '10 9 7-7/16 6- • 64 1/2 9 8 7-1/4 � 6- _ 6-1/8 .._._. 3/4 �� 9 7-1/2_ 6-1/4 -64- : 7-5/16_ 6-174 : -9 7-112 ,6-318 _.64 7/8 9 . __.. 8 7-5/16 6-3/8IIIILIIM 9 7-1/2 6-1/2 I 65 0 9 8 7-5/16 6-1/2 • , : , I 9 t 7-112 6-5/8 65 1/8 9 8 7-3/8 6-1/8 _...74 1/4 10 9 --- 7-1/2 .._ . • 65 1/4 9 8 7-3/8 6-1/4 - W. 74 3/8 ° 10 - 9 7-9/16 6-5/16 • 65 3/89 8 7-3/8 6-3/8 74 1/2' 10 9 7-9/16 6-7/16 _. 65-� 9 8 - 7-3/8 6-1/2 74 5/8 10 9 _ 7-9/16 6--9/16- 65 -9/1665 5/8 1 9 8 7-3/8 +T4 /8 74 3/4' 10 9 7-9/16 6-11/16 65 3/4 i 9 8 7-7/16 _ 74 7/8 10 9 7-9/16 6-13/16 65 7/8{ 9 8 7-7/16 ;6-3/8 75 0 10 9 7-5/8 6-3/8 �mm 66 0 9 j 8 7-7/16 16-1/2 '-' 75 1/8 ' 10 9 .7-5/8 6-1/2 -. 1 66 1/8 : 9 8 7-7/16 66 1/4 9 8 7-1/2 16-5/8 - —75 1/41 10 9 17-5/8 '6-5/8 . _. ..� 16-1/4 75 3/8 10 9 7-518 6-3/4-. _.. 66 3/$ 9 8 7-1/2 16-3/8 75° 1/2 10 9 7-518 ---- 718--- I /8 ""- f. 66 1/2 9 8 7-112 i6 1/2 75 5/8' 10 9 7 1171-6-----6:7/T6'_ r 66 5/8 9 8 7-172 --/.65/8 7515 314 ' 10 9 " 741/16 6-9/16 3 66 3/4 9 8 7-112--` . /4 - 751 7/8 10 9 7-11716 6-11/16 -'" L. 66 7/8 9 • /8 . 76! 0 10 9 7-11/16 6-13/16 I 67 0 9 . /2 76 1/8 10 9 7-11/16 6-15/16 67 1/8 9 � - - 6:5/8 _ 76' 1/4``_.- 10 97-374 6-1/2 ..d 1 67 1/4 9 8 ' ` -• • 6-3/4 76 3/8 10 9 7-3/4 6-5/8 67 3/8 9 8 7-5/8 6-3/8 76 1/2 10- 9 7414 6-3/4 67 1/2 9 1 8 7-5/8 6-1/2 76 5/8 ---10 9 7-3/4 • 7/8 67 5/8 9 - 8 7-5/8 6-5/8 76 3/4 10 ' "_ 7-3/21- _...-67 3/4 9 8 7-5/8 6-3/4 76 7/8 10 9 7-13/16 6-9/16 67 7/8 9 8 7-5/8 6-7/8 77 0 10 9 7-13/16 • 11/16 ?- 68 0 9 8 7-11/16 6-1/2 77 1/8 10 9 7-13/16 6-13/16 68 1/8 9 8 7-11/16 '6-5/8 —77 1/4 _ "10 9 - 7-13/16 6-15/16 1_. 68 1/4 9 8 7-11/16 6-3/4 3/8 - 10 9 ..__ 7-13/16 7-1/16 68 3/8 _._9 1 8 7-11/16 6-7/8 1/2 10 9 7-7/8 6-5/8 I 1---68T-1/2 —9 8 7-3/4 6-1/2 5/8 10 9 `7-7/8 6-3/4 X68 5/8 9 8 7-3/4 .6Z18 - 77 3/4 10 9 -7/8 - 6-7/8 68 3/4 9 8 7-3/4 "6-3/4 77 7/8 10 9 -7/8 7 68 7/8 9 8 7-3/4 6-718 78 0 10 9 '7-7/8 _._ - I 69 0 9 8 7-3/4 .� '7 , 78 1/8 10 _ 9 -- 7-15/16 — 6-1171 69 1/8 9 -- 8 7-13/16 6-5 : 78 1/4 —10 9 7=15/16 __ • 16- "- 69 1/4 9 -_ 8 7-13/T6 .. 6-3/4 78 3/8 —70 9 - /16 6-15/16 - 69 3/8 9 8 7-13/16 6-7/8 78 1/ I 9 - /16 7-1116 I 691/2 9 7-13/16 7 78 5/8 10 9 7-15/16 7-3/16 69 5/8 9 _..__ _.. 8-. 7-7/8 —76:578-- 78 3/4 10 9 8 6-3/4 r- 69, 3/4 9 -' - 8.— 7-7/8 ..__ 6-3/4 _ _.. 78 7/8 10 9 8 6-7/8 /8 9 _. 8 7-7/8 _ '6-7/8 79 0 10 9 8 7 70 0 9 8 - 7-7/8 7-7/8 -- 7 _ 79; 1/8 11 10 7-5/16 '.6" __. !!/----70. �1/8 9 — 8 7-7/8 __ 7-1/8 4 10 7-5/16 6-1/8 'SOT 1/4 9 8 7-15/16 6-3/4 79 3/8 10 7-5/16 6-1/4 " 70 3/8 9 i 8 7-15/16 6-7/8 79 1/2 10 7-5/16 6-3/8 70 1/2 9 8 7-15/ , 79 5/8 10 7-5/16 61/2' 70 5/8 9 _ - 8 7-15/16 7-1/8 -_ 79 3/4 10.._ _ 7-5/166-5/8 70 3/4 9 ._ 8 8 6-3/4 - 79 7/8 10. .. 7-3/8 6-1/8 - 70 7/8 --. 9 8 8 - 6-7/8 804_0 10 7-3/8 6-1/4 t ,. —. I 71 0 9 8 8 7 80 1/8 10._._.. 7-3/8 ,6-3/8 i' 711/8 — 107-3/8 6-5/8 9 7-3/16 6-7/16 1" 80 1/4 10 7 : • 71 1/4 .._..10 _. . 9 7-1/4 6 80 3/8 s ._, i 71 3/8 10 9 7-1/4 6 1/8 80 1/2 8 7-7/16 6-1/8 , 1 71 1/2 10 i 9 7-1/4 - 6-1/4 L 80 5/8 s 7-7/16 .6-1/4 I INCHES TOTAL 1 REGULAR RISERS 7 BOTTOMINCHES TOTAL REGULAR RISERS BOTTOM 80 3/4 11 10 7-7/16 6 3/8 89 7/8 11 7-9/16 6-11/16 - 801 7/8 11 1 ,7-7/16 6-1/2 90 0 12 11 7-9/16 �6-13/16' I . 81 0 I 46-5/8 90 1/8 12 11 7 5/816-1/4 81 1/8 1'�- 10 - 6-3/4 90 1/4-�fr 11 � 7-5/8 j6-3/8 81 1/4 11 10 - 6-1/4 `-`- 90 3/8 11 � 11 _ 7-5/8 16-1/2 • 8 11 , 10 - • 6-3/8 _ 90 1/2 1.11 INI 11 7-5/8 6-5/8 I 81 1/2 11 10 - 6-1/2 5/8 , 11 6-3/4 81 5/8 11 10 _ 6 5/$ 90 3/4 12 .._ 11 -- -y: 6-7/8 1 10.. 6-3/4 90 7/8 12 11 .- - • 6-5/16. 81 7/8 11 10 7-9/16W 6-1/4 91 0 1 12 11 -11/16 6-7/16 82 0 11 10' `7-9/16�� 6-3/8 91 1/8 12 11 7-11/16 6-9/16 `� 82 1/8 11 10 7-9/16 6-1/2 91 1/4 12 11 7-11/16 6-11/16 82 1/4 11 10 7 9/16 6 5/8 91 3/8 12 11 7-11/16 6-13/16 82 3/8 : 11 10 7-9/16 6-3/4 91 1/2 12 11 -11/16 6-15/16 ' 82 1/2 11 10 7-9/16 6-7/8 91, 5/8 ` 12 11 7-3/4 6-3/8 82 5/8 11 10 7-5/8 6-3/8 � 12 11 -3/4 6-1/2 82 3/4 11 10 7-5/8 6-1/2 91 7/8 12 1 7-3/4 6-5/8 'ft_.„, ���`H 82 7/8 11 10 7-5/8 6-5/8' 92 0 12 11 7-3/4 6-3/4 I 83 0 11 10 7-5/8 6 3/4 92 1/8 ' 12 11 -3/4 6-7/8 83 1/8 11 - 7-5/8 6-7/8 92 1/4 12 11 7-3/4 7 83 1/41 11 10 -11116 6 3/$ '�3/8 12 11 7-13/16 6-7/16 83 3/8 11 10 7-11/16 6-1/2 92 1/2 12 11 7-13/16 6-9/16 83 1/2 11 10 7-11/16 =6-5/8 92 5/8 12 �� N 6-11/16 . 83 5/8 1110 7-11/16-166--3/4 92 3/4 12 _ .13/16 83 3/4 11 10 7-11/16 7I8 92 7/8 12 11 7-13/16 •6-15/16 83 7/8 11 10 7-11/16 7" 93 0 12 11 7-13/16 7-1/16 I 84 0 11 10 7-3/4 61/2 93 1/8 12 11 7-7/8 6-1/2 84 1/8 11 10 `7-3/4 16-5/8 93 1/4 12 7-718 6 518 84 1/4 , 11 10 �:7-3/4 6-3/4 '3 3/8 ' 12 " 7:778 • 84 3/8 11 10 7-3/4 6-7/8 • 12 r 7-7/8 6-7/8 .._ 84 1_ 11 10 7-3/4 7 93 5 12 11 17-7/8 7 11 10 7-13/16 6-1/2 93 3/4 12 117 7/8 7-178 11 10 -17:11/16 6-5/8 93 7/8 12 i1 -15/16 6-9/16 1f 10 7-13716 6-3/4 941 0 12 11 7--15/16 16-11/16 _ 11� 10 7-13/16 6-7/8- 1 94; 1/8 12 - I . °6-13/16 85 1/8 11 10 —17_737.16- 7 9 -1/4 1294 3/8 11 7-15/16 15/16 85 3/8 11 10 7:7/8/16" X5/8 94 1/2 F� 12~ 11 -15/16 7-1/16 11 7-15/16 7-3/16 85 1/2 11 10 7-7/8 ,6-3/4 94 5/8 '' 12 11 8 6-5/8 85 5/8 11 10 7-7/8 ;-7/8 7/8 94 3/4 12 11 8 6-3/4 85. 3/4 11 10 7 //8 7 4 7/8 12 11 8 6-7/8 85 7/8 11-- 10 7-7/8 7-1/8 95 0 _"" 12 11 8 7 ..__86 0 j 11 10...._._ 7-15/16 "6-5/8 95 1/8 13 2 7-3/8 6-5/8 86 1/4 � 111 10 10 7-7-15 /16 ,6-3/4� 95 1/4 13 12 7-318 6-3/4 5/16 6-7/$ 95 3/8 : 2 7-7/16 i6-1/8 86.3/8 11 10 7-15/16 '7 I 95 1/2 2 7-7/16 6-1/4- 86! 1/2 11 10 7-15/16 '7-1/8 1 95 5/8 _. ..._..,7-7/16- - '6-3/: 86 5/8 11" 10 7-1"51f6 7-114 9 13 12 7-7/16 6-1/2 86 3/4 1 f 10 6-3/4 9 13 12 7-7/16 6-5/8 ' 86 7/8 11 10 —8 6-7/8 9. • 13_.. 12 7-7/16 6-3/4 87 0 11 . 10 8 -`7 , 1/8 13 -_ 12 7-1/2 6-1/8 87 1/8 12 11 7-5/16 6-11/16 ' 96 1/4 13 12 7-112 6-1/4 87 1/4 12 11 7-3/8 6-1/8 96. 3/8 13 12 7-1/2 6-3/8 87 3/8 12 11 7-3/8 6-1/4 95t-17211- 13 12 '7-1/2 16-1/2 . 87 1/2 12µ - 11 .._ 7-3/8 6-3/8 96' 5/8 _.- 13 12 .1-112 16-5/8 87 5/8 12 11 7-3/8 6-1/2 + 96. 3/4 13 127-1/2 6-3/4 87 3/4 12' 11 7-3/8 6-5/8 96' 7/81 13 12 7-1/2 16-7/8 87: 7/8 12 11 7-7/16 6-1/16 97 0 13 12 7--9/16 6-1/4 i 88! / 12 11 7-7/16 6-3/16 97 1/8 ;;;; 7$ �� 88� i/8` 12 11 7-7/16 65/16 97 1/4 88 1/4 12 11 7-7/16 6-7/16 97. 318 r'57; 88 3/8 12 11 7-7/16 6-9/16 97 1/2 13 Mi 7-9/16 6-3/4 88 1/2 12 " 11 7-7/16 6-11/16 97 51867 I 88 5/8 12 11 7-1/2 6-1/8 97 3/4 ' �� 88 3/4 12 11 7-1/2 6-1/4 97= 7`/8 IIIIIILUIMRIAEXIIIIIMII���I•yX�US� MANNI 88: 7/8 - ` 12 11 7-1/2 6-3/8 - 98 0 IIIIIMINILWAII11111121a1111111111 89 0 12 11 7-1/2 6-1/2 98 1/8 1111111P V -jr . a I 89 1/8 12 11 7-1/2 6-5/8 98 1/4 �pj: • Y, 89 1/4 12m 11 7-112 6-3/4 _ 98 3/8 89 3/8 12 11 7-9/16 6-3/16 �.. 98, 1/2 Vf. 89. 1/2 12 11 7-9/16 6-5/16 9815/8 ��jkl[ 89J 5/8 12 11 7-9/16 6-7/16 98 374 �" 891 3/4 12 11 7-9/16 6-9/16 98 -7/8 - 1��r�6 j'p,'ir;;�[ j: I INCHES TOTAL REGULAR RISERS BOTTOM INCHES! TOTAL REGULAR RISERS BOTTOM A _, `99 0 13 12 7-11/16 6-3/4 108 1/8 14 13 7-13/16 6-9/16 ••1 1/8 r,_ 13 12 7-11/16 6-7/8 108 1/4 14 13 7-13/16 6-11/16 •• 1/4, 13 12 7-11/16 7 108 3/8 14 13 7-13/16 6-1-3/16 6-3/3/8 -3/4 13 12 7-3/4 �___ 6-1/2- 108 5/8 " 14. 13 108 1/2 14 13 -17:1-3/16-- 7-15166__ •• 5/8 ' 13 12 7-3/4 ,6-5/8 108 3/4 : 14 13 7`i3' ELM 13 A 12 7-3/4 L6-3/4 108 : 14 13 - : 6-1/2 • 13 , _ 12 - 7-3/4 -167/8- 109 s 14. i 13 ._. - 6-5/8 109 1/8-- 14 13 6-374 is! I 13 12 7-3/4 7 00'" -1/8 13 _. 12 7-3/4 _.. 7=1: 109 1/4 :._._ 14, 13 7-7/8 — 16-7/8 100 '174 13 � 12 7-3/4 6-1/2 109 3/8 ` 14-� _ 7-7/8 100 3/8 1.3. .-- - 12 7-3/4 6-5/8 � �'1 109 172 14 7-7/8 ----- - 8 _. 100 1/2 - 13 - 12 7-3/4 6-3/4 109 5/8 ` 14 7-7/8 7-1/4 --1 100 5/8 13 12 7-3/4 6-7/8 --Wm' 109 3/4 14 13 7-15/16 6-9/16 100 3/4 = 13 i 12 7-3/4 7 109a 7/8 " 14' 13 7-15/16 6-11/16 100 7/8" 13 12 7-3/4 7-1/8 11'D-1--0 -""""0"""""I 14 13 m 7-15/16 6-13/16 - 101 0 .'n". 13 12 7-7/8 -._- 6-1/2 110 1/8 14 `13 17-15/16 615/16 01 1/8 ;_ 13 12 7-7/8 "" -110 1/4 14 -13 - 1/16 41 1/4 13 12 .-_-. 7-7/8 _.. 6-3/4 110 8/8 14. 13 ... : . 17-3/16 1 I1 3/8 13 12 7-7/8 __--. 6-7/8 110 ...172 1- 13 - '7-5/16 , 11 1/2 13 =_ 12 7-7/8 -_._-_. 7 110 578 13 : .-578.- 5/8 13 _ ' 12 7-7/8 '7-1/8 110 3/4 _ _13 ".__:8 - 1. 14 101 3/4 13 12 7-7/8 7-1/4 110 7/8 14 13 8 3-7/8 101 7/8 1312 7-15/16 6-5/8 111 0 14 13 8 7 ! 102 0 13 12 _ '7-15716 6-3/4 11ii 1/8 1514 7-1/2 6-1/8 102 1/8 13 7-15716 6-7/8 111 1/4+ 15 _.... 14 7-1/2 6-1/4 102 1/4 13 1 7-15/16 7 - 111 3/8 15 14 7-1/2 6-3/8 102 3/8 7-15/16 -1/8 111 1/2 15 14 7-1/2 6-1/2 102 1/2 13 12 7-15/16 - 4 111, 5/8 15 14 7-1/2 .6-5/8 102 5/8 13 12 8 6-518 1111-3/4- 15 - . - 14 - 7-1/2 16-3/4 102 3/4 13 12 8 6-3/4 1111 7/8 1514 _.. 7-1/2 6-7/8 - 102 7/8 13 12 8. . 16-7/8 1121 0 15 1 ' 14 7-9/16 '6-1/8 03 0 13 12 8 7 1121 1/8 15 1 14 _... 7-9 • • 03 1/8 14 1 _..__13 7-7/16 i. . 5 .. 14 7-9/15•.... 6 3/8 ... X3`_1/4 14 13 7-7/16 16-9116 14 7-9715 6-1/2 13" 3/8 14 13 7-7/16 6-11/16 14 7-9716 -16-5/8 03 1/2 —14 ° - 13 7-7/16 6- • 4 """ 7-9/16 6-3/4 L-103 5/8 14 NEI 13 `7-1/2 `6-1/8 15 14 -... 7-9/16 6-7/8 103 3/4 14 13 -1/2 6-1/4 -• . 103 7/8 14 13 -1/2 6-3/8 113 0 15 14 7-518 6-1/4 _ 104 108 14 13 6-1/2 13' 1/8 15 14 7-5/8 63/8 �.. =1/2 61-/2 1 1113 1/4 15 14 7-5/8 6-1/2 ir. 14 13 -6-3/4 _ IllaiLliiiiIIIIIMIN _ .65/8 I 104 378" 14 13 /2 6-7/8 ; ,-63//44 104 1/2 14 13 ' -9/16 6-3/1W - . 1 104I5/8 - 'f4- 1 13 7-9/16 6-5/16 - • "".104 3/4 14_�- 13 7-9/16 �6-7/16- I��� � K -11716 ��U� 104 7/8 14 13 7-9/16 ,6-9116 I _ ' ,= 105 0 14 13 7-9/16 6-11/16 ,- 1/8 1" - i "- 105 1/8 14 13 -9/16 6-13/16 1/4 1 (� • 1: i 105, 1/4 14 13 -9/16 `6-15/16 4 3/8 15 (+ ��� A MU /8 14 13 7-5/8 6-1/4 , ' 112 15 I i EU .172 14 13 -5/8 6-3/8 _.._ 11-45/8 15 /8 14 13 : 6-1/2 114 3/4 15 -_ 6 3/8 1 • 1 __ 14 1 13 7 5/8 6-5/8 . 114 7/8 15 - ' - I s .7 - 7-5/8- 6-3/4 115 0 15 14_.....,..... -374 6-1/2 n 14 13 II Li6 0 14 13 _..._- 7 5/$ 6-7/8 .,, 115 1/8 15 - 6-5/8 106 1/8 14 `' 13 7-5/8 7 `115 1/4 " 15 7=374 66-3/ -"11'06 1/4 14 13 7-11/16 6-5/16 3/: , . - ' MAIM .. 106 3/8 -14 _.- 13 7-11/16 6-7/16_. 1/2 15 ._ 7414 106 1/2 14 13 7-11/16 6-9/16 5/8 -15 7: ' - 106 5/8 14 13 .7-11/16 6-11/16" 5 3/4 15 7- ' 16 3 14 - 6---- 613/16 7/8 15 7-13/16 -h61/2_ 16 7 14 ��IIIUIIIII K - • 6-15/16 . 0 15 7-13/16 -----. 6-5/8 07 0.. 14 .._ - . 7-1/16 -" 6 1/8 "' 15 . _. 7-13716 ...__ 6-3/4 07 1/8 .— 14 ' " 13 - 6-3/8 116 1/4 15 14 7-13/16 6-7/8 i 07 1/4 14 13" 6-1/2 116. 3/8 15 14 7-13/16 _`_. 7 .7 3/8 14 13 - , 6-5/8 /2 7-13/16 .-". 7-1/8 1 1071 1/2 1 14 13 7-314 ' 6-3/4 I 116 5/8 15 -_ 14 - 7-13/16 7-1/4 107 5/8 14 13 '6-7/8 r 116 3/4 15 ' - 6-1/2 107 3/4 14 13 , - 1 116 7/8 15 44 .. 7-7/8 6-5/8 7/8 14 13 7-3/4 7-1/8 r 117 0 15 °7-7/8 6-3/4 6.. I 14 13 i7-13/16 6-7/16 117 1/8 ,, 15 - < 14 17-7/8 6-7/8 _ INCHES TOTAL REGULAR RISERS TBOTTOM 1 INCHES TOTAL REGULAR J RISERS I BOTTOM 1171 1/4 15 1 _ 14 ' '7-7/8 17 _ ff22'-1/4-1-- ' 117' 3/8 i5 E 14 __� _-��' ---~--~ ���._ 1 15 17-11/16 6-15/16 7=778- -1 122=`3781 16 1 -15 7-11/16 "7-1/16 I l- - • _ 7-1/4- _ 122 1/2 6-1/4 1 '518 15 1 14 172__.__ ._. 1-1224-5787 1-6- 15 -17:374- --4-6-13/8 I 117 3/4 15 - 14 '7-15/16 6-5/8 1 1 122j 3/4 16 15 17-3/4 ,=6-1/2 117: 7/8 IS- 1 ' • ;6-3/4 1 -22!/8 16- 1 '6-5/8 1 • - •__ 16-7' I I _ . X374 1, - 23-x" 6------1-15— -- / y • i/8 � MAL111111111111111111 ai 1 -`15/16• 7-3/4 _�€ 23t-378 '16 - I ��{���`_a ..SII.. �iY ! � 1 • 1 • 1C - • .._..... • ��OM� • • 3;374 -16- - /I • • • • 118, 7/8 15 14 8 6-7/8 1231 7/8 16I�I�1 7-13/16 6-11/16 I 119' 0 15 14 8 7 r . 1191 1/8 16 15 7-1/2 6-5/8 124-1781-- 16 • 6-15/16 119, 1/4 16 15 _ 7-1/2 6-3/4 T24h74-._._- 1• 119' 3/8 16 7-1/2 6-7/8 1241 : • - 1 • I "119; 1 • 15 17-9/ .7-1/2 i•• 119: 5!$ 16 15 (7 • 9116 6 3/16 124 5/8 16 7-7/8 6-1/2 5 _ ailliallinaallin.. • STS. • 1: 19--7 : • > 7=9!16 X7716 7/fit • _.. . MM • 5 _ 161111111111 7-1/8 I � r: • 1�'" --- 53/8 ____ . F asii • 16 15 7-5/ 8� 6-1/8 1251 1/2 16 15 ,7-15/16 6-7/16 16 15 7-578 6-3/8 1251 3/4 16 15 ;7-15/16 6-11/16 1 •7=578" __ • 77.' 126 0 6 1'6=13/16 I 121 16 15 -5/8 6-5/8 16 7-15/16 6-15/16 • 126 1/8 16 7-15/16 7-1/16 s 12L 1/4 16 7-5/8 6-7/8 126 1/4 i6 f5 17-15/16 17-3/16 t- 121= 3/8 16 -5/8 7 3 3 5- _ 7-5/16 I 26-3/16 126' 1/2 16 15 8 6 1/2 121 5/8 16ill 7-11/16 6-5/16 LII ;� ; MAW �• �� - • 1 at� : alliI. MUM 126 7/8 16 15 8 6-7/8 IF I • 61120111111• • 1 0 16 15 $ . C;3KK Mil I Stair 2Ihart Top of Deck Treads I0" - 7-3/4" 0 7-3/4" - 15-1/2" 1 I 15-1/2" - 23-1/4" 2 23-1/4" - 31-0/0" 3 31-0/0" - 38-3/4" 4 I 38-3/4" - 46-1/2" 5 46-1/2" - 54-1/4" 6 54-1/4" - 62-0/0" 7 I441.....% ---,----"--------------------- 62-0/0" - 69-3/4" g 69-3/4" - 77-1/2" 9 ' 77-1/2" = 85-1/4" 10 85-1/4" 93-0/0" 11 93-0/0" - 100-3/4" 12 I 100-3/4" - 108-1/2" 13 108-1/2" - 116-1/4" 14 116-1/4" - 124-0/0" 15 Icopyright©1994-2003 Custom Environments, All Rights Reserved.Unauthorized duplication is a violation of all applicable laws. .. NOTE: MAXIMUM RISER HEIGHT 8" / I DOWN 1 TOP VIEW 1 0 1 k (2) 5/4 X 6 TREADS me , ,t---',(-------7), 2 X 12 @ 24" O.C. STRINGER filii 5/4 X 6 RISER ail — .W ,. 9 1/2" TREAD CUT " GRADE ma 'oil TYPICAL RAIL POST (--\r7X--) 1 11" . • TYPICAL FOOTING 41 . • di il NOTCH AS REQUIRED5/ 1i "A BY BAND BOARD I .i Decks USA This detail is intended only as a reference for DESCRIPTION: the construction of certain common elements of a particular STRINGER STAIRS building project. Due to differences in local regulations and iiii building codes, and specific site conditions; modification to Decks USA Revision Date: 12-20-00 this detail may be necessary by the builder to comply with any post Office Box 6217 Scale• NONE such regulations and/or local codes,or site conditions. Due to Youngstown,OH 44501-6217 the common nature of this detail, certain items may not be (330) 788-7882 j I intended for use in this specific project. www.DecksUSA.com r 0 !j % /141"A copyright©1994-2003 Custom Environments, All Rights Reserved.Unauthorized duplication is a violation of all applicable laws. .r 1 I I I 1/41i* "i 13 1/2" (2) 5/4 X 6 TREADS II 111, O / / 9...----- 14444 /2" I I iN... 5/4X6RISER I BEAM 40 2X12@24" O.C. 2 X 8 STRINGER ISUPPORT L r Decks USA This detail is intended only as a reference for DESCRIPTION: the construction of certain common elements of a particular FLARED STAIRS building project. Due to differences in local regulations and building codes, and specific site conditions; modification to this detail may be necessary by the builder to comply with any Decks USA Revision Date: 12-20-00 such regulations and/or local codes,or site conditions. Due to Post Office Box 6217 Scale: NONE .r the common nature of this detail, certain items may not be Youngstown,OH 44501-6217 intended for use in this specific project. (330) 788-7882 � i/ // // II p www.DecksUSA.com %'" %s -411x4 copyright© 1994-2003 Custom Environments, All Rights Reserved. Unauthorized duplication is a violation of all applicable laws. 2 X 8 BLOCKING _ 1 _ I 2 X 12 STRINGERNN2 X 8 BLOCKING I 2 X 8 JOIST 2 X 12 STRINGER 2 X 8 EDGE BAND I STRINGERS PERPENDICULAR TO JOISTS 302-A 3 1 ...1 agil 2 X 8 BLOCKING i 2 X 8 BLOCKING L_____ 2 X 12 STRINGER 2 X 8 JOIST Ia _ 2X8EDGEBAND 2 X 12 STRINGER Ia ______ ,_,--, ____ STRINGERS PARALLEL TO JOISTS 302-B ...i i Decks USA This detail is intended only as a reference for DESCRIPTION: the construction of certain common elements of a particular STRINGER - Joist Attachments building project. Due to differences in local regulations andiii building codes, and specific site conditions; modification to Decks USA Revision Date: 08-03-01 this detail may be necessary by the builder to comply with any post Office Box 6217 Scaie: NONE such regulations and/or local codes,or site conditions. Due to Youngstown,OH 44501-6217 the common nature of this detail, certain items may not be 330 788-7882 % ��i%;;;/�!���%�%,/ %�!%�% um intended for use in this specific project. www.DecksUSA.com 1%!/I/ js i/ copyright© 1994-2003 Custom Environments, All Rights Reserved.Unauthorized duplication is a violation of all applicable laws. .r 2 X 8 EDGE BAND ,1 I5__m__, S i , ) I 2 X 8 BLOCKING 24" O.C. MAX. 2X8 PLATE I I \ it f ______-, ,, _ - _ i- , a L \ _ _ II 2 X 8 EDGE BAND 2 X 12 STRINGER f Decks USA This detail is intended only as a reference for DESCRIPTION: the construction of certain common elements of a particular building project. Due to differences in local regulations and STRINGER - Block Down Attachment building codes, and specific site conditions; modification to this detail may be necessary by the builder to comply with any Decks USA Revision Date: 08-03-01 such regulations and/or local codes,or site conditions. Due to Post Office Box 6217 Scale: NONE the common nature of this detail, certain items may not be Youngstown,OH 44501-6217 intended for use in this specific ( 788-7882 /iii/ /iii//i/ ,/i/i/,�/�„ !pproject. www.DecksUSA.com %�� / % i copyright© 1994-2003 Custom Environments, All Rights Reserved. Unauthorized duplication is a violation of all applicable laws. NOTE: CUT 1 -1/2" OFF INSIDE STRINGERS TO ALLOW FOR STRINGER BAND WIDTH 2 X 8 JOIST (2) 2 X 10 BEAM 2X8 EDGE BAND 2 X 8 STRINGER BAND 2 X 12 STRINGER TOP VIEW 5/4 X 6 DECKING �jl 5/4 X 6 TRIM I/V .. 5/4 X 6 TREADS 2X8EDGEBAND ii .r 5/4 X 6 RISER (2) 2X10 BEAM I v I aro 1 i 2 X 8 STRINGER BAND BOARD / I ` / or 2 X 12 STRINGER CROSS VIEW Decks USA This detail is intended only as a reference for DESCRIPTION: the construction of certain common elements of a particular STRINGER - Beam Attachment building project. Due to differences in local regulations and vim building codes, and specific site conditions; modification to Decks USA Revision Date: 12-20-00 this detail may be necessary by the builder to comply with any Post Office Box 6217 Scale: NONE such regulations and/or local codes,or site conditions. Due to Youngstown,OH 44501-6217 the common nature of this detail, certain items may not be (330)788-7882 ,, intended for use in this specific project. www.DecksUSA.com '% l `1`g' copyright© 1994-2003 Custom Environments, All Rights Reserved.Unauthorized duplication is a violation of all applicable laws. • NOTE: Stair Stringers are Attached After Skirtingis Installed led I I I 2 X 8 EDGE BAND It 5/4 X 6 SOLID BOARD SKIRTING 1 2 X 8 STRINGER PLATE Ilb 111 NI ..P I I MD 111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIMI I 2 X 12 STRINGER Decks USA This detail is intended only as a reference for DESCRIPTION: the construction of certain common elements of a particular building project. Due to differences in local regulations and STRINGER building codes, and specific site conditions; modification to — Skirting Attachment this detail may be necessary by the builder to comply with any Decks USA such regulations and/or local codes,or site conditions. Due to Post Office Box 6217 Revision Date: 08-03-01 the common nature of this detail, certain items may not be Youngstown,OH 44501-6217 Scale: NONE intended for use in this specific project. (330) 788-7882 7 /ii/iiiiiiiii�//ice /�/ www.DecksUSA.com %i%- ,,/ 4 copyright© 1994-2003 Custom Environments, All Rights Reserved. Unauthorized duplication is a violation of all applicable la s////////,/ grosmiloomisormoimil I i --. } I I BLOCKING DD I 2 X 12 STRINGER I 2' -0" O.C. MAX. 111111111111 1111111.1.1111•11110.111111111111•111011111111110.1111111111 I 1 DIRECT BEARING 304-A I I I I BLOCKING 2 X 12 STRINGER ill 2' -0" O.C. MAX. . ° FRAMING ANGLE SIDE ATTACHMENT 304—B ence for DESCRIPTION: Decks USA This detail is intended only as a referarticular STAIRS BETWEEN DECKS the construction of certain common elements of a p building project. Due to differences in local regulations and Decks USA Date:08-03-01 building codes, and specific site conditions; modification ith any Post Office Box 6217 RevisionScaiNONE this detail may be necessary by the builder to comply such regulations and/or local codes,or site conditions. Due to Youngstown,OH 44501-6217 / / ��//�� /���� � not be (330)788-7882 % / 0� 5 ,; r the common nature of this detail, certain items may www.DecksUSA.com ii//i/////iai�/�i%� intended for use in this specific project. copyright©1994-2003 Custom Environments, All Rights Reserved.Unauthorized duplication is a violation of all applicable laws. 2X8 IF ..........._,-.....7............______________....,.........„,...1 I , i ____________ 111.1.,..Agin1111111 I _______________._.._.__„,.....____ _ I2 X 8 BLOCKING 24" O.C. MAX. PPP° (2) 16D GALVINIZED NAILS 1 X 4 TRIM I 11" I 8" 5/4 x 6 DECK BOARD A6111111ms/1111111111. . ';�li 1 X 4 TRIM MIMI2 X 8 RIPPED TO FIT ifimmiminGRADE i 2 X 8 NAII-ERS ON END � -- 19" III 22" 2 X 2 STAKE Decks USA This detail is intended only as a reference for DESCRIPTION: the construction of certain common elements of a particular building project. Due to differences in local regulations and building codes, and specific site conditions; modification to BOX STEPS this detail may be necessary by the builder to comply with any such regulations and/or local codes,or site conditions. Due to Decks USA Post Office Box 6217 Revision Date: 12-20-00 the common nature of this detail, certain items may not be Youngstown, OH 44501-6217 Scale: NONE intended for use in this specific project. (330)w.D788-7882 www.DecksUSA.com o,"/ /i copyright© 1994-2003 Custom Environments, All Rights Reserved. Unauthorized duplication is a violation of all applicable laws. e. laws. STAPLE 2 X 4 TRIM TO -mi ' EVERY PICKET I .�T il 2 X 2 PICKET bl I `E 2X4RAIL _ 1 P!1 I III pais (2) 16DNAILS PER 2X4a jr 4X4RAILPOST 2 15GA STAPLES @ 6" O.C.MAX.WITH GRAIN 2 1/2" 15GA STAPLES @ 811 O.C.MAX.WITH GRAIN 2 X 4 TRIM 1 5/4 X 6"RAIL CAP III 10 Il'' STAPLE 2 X 2 PICKET TO 2 X 4 RAIL2 1/2" 15GA STAPLES WITH(1)2 1/2" 15GA STAPLE WITH GRAIN @ EACH PICKET STAPLE 2 X 4 TRIM TO O EVERY PICKET ""' WITH(1)2 1/2" 15GA STAPLE WITH GRAIN III mi Tex 1 2 X 2 PICKET ___ 36" STAPLE 2 X 2 PICKET TO 2 X 4 RAIL WITH(2)2 1/2" 15GA STAPLES WITH GRAIN 2X4RAIL lid RAIL POST W/ 1 1/2"NOTCH �� WITH(2)3/8"DIAMETER LAGS 5"LONG 1 MI AV 81 BLOCKING W/(2) 16D NAILS 45 DEGREE CUT AT BOTH ENDS 5/4 X 6 TRIM ce for DESCRIPTION• �T Decks USA This detail is intended only as a referSTANDARD �II'llr G the construction of certain common elements of a particular building project. Due to differences in local regulations and Decks USA Revision Date: 12-20-00 building codes, and c site conditions;brto omodificationpwith Post Office Box 6217 Scale: NONE this detail may be necessary by the builder comply any OH 44501-6217 such regulations and/or local codes,or site conditions. Due to Youngstown, r ���/��� iii not be (330)788-7882 ' � ��,,ro ./ the common nature of this detail, certain items may wv7 sUSA.cor m/rrrr//% i/��rr�rr�rr intended for use in this specific project. copyright©1994-2003 Custom Environments, All Rights Reserved.Unauthorized duplication is a violation of all applicable laws. PYri b I I 35►► 43" 8u 0 - 1 _ 1 1/2" Decks USA This detail is intended only as a reference for DESCRIPTION: the construction of certain common elements of a particular building project. Due to differences in local regulations and STANDAR') building codes, and specific site conditions; modification to RAIL POST this detail may be necessary by the builder to comply with any such regulations and/or local codes,or site conditions. Due to Decks USA the common nature of this detail, certain items Post Office Box 6217 Revision Date: 12 2000 intended for use in this specific project. may not be Youngstown,OH 44501-6217 Scale: NONE (330) 788-7882 �� �� www.DecksUSA.com %AI% copyright© 1994-2003 Custom Environments, All Rights Reserved. Unauthorized duplication is a violation o fall applicable laws. anon of all applicable laws. A II Ille ) B ❑ I I , 1 , 1 III 11 \ IH„ ❑ ❑ C D 0 0 G A CUT OFF 0 0 F % IslE � it �.`r- ,NNI iii! II ------------ :: NC. D NVB �� CUT OFF , / CUT OFF i I // / // ,/ Aiello! laM \I ovum41111.111 MI , ' -���► , r-; / F ,\ , CUT OFF DESCRIPTION: Decks USA This detail is intended only as a refereencefar SIL POST NOTCHES the construction of certain common elements of a p articbuilding project. Due to differences in local regulations and codes, and specific site conditions; modification to Decks USA Revision Date: 12-20-00 building p 1 with any post Office Box 6217 Scale: NONE this detail may be necessary by the builder to comply OH 44501-6217 Youngstown, i� a//�/ ��� ���� such regulations and/or local codes,or site conditions. Due be (330)788-7882 � r;%'/,A%���' the common nature of this detail, certain items may ww,De788-78.com i /�/iiia%/i////a�a�/ intended for use in this specific project. licable laws. i ht©1994-2003 Custom Environments, All Rights Reserved.Unauthorized duplication is a violation of all app copyr g 4 ! : I $ I 0\r111\, RAIL CAP CUT ON 45 DEGREE ANGLE CUT OFF POINT IN LINE r-----WITH ADJACENT RAIL CAP IAl\\ k I ► 1 4 X 4 RAIL POST STAPLE I 2 X 2 PICKET I 2X4RAILIM 2X4TR Decks USA This detail is intended only as a reference for DESCRIPTION: the construction of certain common elements of a particular building project. Due to differences in local regulations and building codes, and specific site conditions; modification to RAIL CAP AT BAY this detail may be necessary by the builder to comply with any such regulations and/or local codes,or site conditions. Due to Decks USA the common nature of this detail, certain items Post Office Box 6217 Revision Date: 12-20-00 intended for use in this specific project. may not be Youngstown, OH 44501-6217 Scale: NONE (330) 788-7882 / �, � �� www.DecksUSA.com s' o -wg COPYright© 1994-2003 Custom Environments, All Rights Reserved. Unauthorized duplication is violation o fall applicable "'; ws. a of all applicable laws. 1111.11111111111111111111.11111111.11111111111111111 i - - - — I: �I lll ".'111-11111111 C) 5/4 X 6" RML CAP MIMS Alt r 2 X 4 RAIL 2X4TRIM 1 2 X 2 PICKETS @ 5" O.C. 36" 4 X 4 RAIL POSTS 5' O.C. MAXIMUM ,A 2X4RAIL 31/2" rwasommwmffsawmaimerarmAgsrmooffi gin mmorommaromma 5/4 X 6 TRIM = ,,',, Zu 3/8" DIAMETER GALVINIZED LAGS 5" LONG reference for DESCRIPTION: Decks USA This detail is intended only as a referarticular STANDARD PICKET RAIL the construction of certain common elements of building project. Due to differences in local regulations and specific site conditions; modification to Decks USA Revision Date: 12-20-00 buildingscodes, and 1 with any Revision NONE this detail may be necessary by the builder to comply Post Office Box 6217 Youngstown,OH 44501-6217 � such regulations and/or local codes,or site conditions. Due be (330)788-7882 7: ,,,, r4/,•/4�,„ ,, ; www.DecksUSA.com rir/ �/i%/ia/rra�///%/k%i //. the common nature thisof specific s detail, items may intended for use in project. hcable laws. copyright ©1994-2003 Custom Environments, All Rights Reserved.Unauthorized duplication is a violation of all app 1;1 iiii.,;;;;---tti-i-t............... ..--.:-4...--;..---.-...--c-4...--e 1k I 0lir J III TOP VIEW 111 B - I RAIL POST RAIL POST 2 X 4 RAIL 111 b, 2 X 4 TRIM 2 X 2 PICKET ',��. IIIII 2 X 2 PICKET .�I 5/4 X 6 RAIL CAP Ill 5/4 X 6 RAIL CAP 4 X 4 RAIL POST NI. .141111‘4 4 X 4 RAIL POST I -RR 2 X 4 RAIL 11H11' 2 X 4 RAIL lh WI 2 X 12 STRINGER I 2 X 12 STRINGER linTYPICAL FOOTING lin TYPICAL FOOTING INTERIOR SIDE VIEW "A" EXTERIOR SIDE VIEW "B" Decks USA This detail is intended only as a reference for DESCRIPTION: the construction of certain common elements of a particular building project. Due to differences in local regulations and STAIR building codes, and specific site conditions; modification to RAILING this detail may be necessary by the builder to comply with any such regulations and/or local codes,or site conditions. Due to Decks USA the common nature of this detail, certain items may not be Post Office Box 6217 Revision Date: 12-20-00 intended for use in this specific project. Youngstown, OH 44501-6217 Scale: NONE (330) 788-7882 <,- -,-.•;4( „/ www.DecksUSA.com �- „/y (- '4"'''' copyright© 1994-2003 Custom Environments, All Rights Reserved. Unauthorized � '/ /,� ii of applicable lawss.i/iii onzed duplication is a violation of all applicable laws. IMMIR DeCkS USA 1 Post Office Box 6217 ' Youngstown,011 44501-6217 www.DecksUSA.com (330)788-7882 I I I 1 END of Standard Construction Details � copyright®1994-2003 Custom Environments Unauthorized duplication is a violation of all applicable laws.All Rights Reserved. a0 tZ X ' u r b HHd N 0 v CO O0 H O N 3/'-55'-29"W O O NNSsiNifrji. i\ • y y y /63.74' 4 2„111ern,54 ;\' 0 c .(C4 2Z 'E 250'E r ../7' Li "^_ •m y M `J r-- pu 03 R,, Do Cid co rico r) n t-- 1c"-1 c'`% y 2tL` 49' C Cb C Cil 2 VP Zx (,)G' 01 V-{ ONS (A d a 49' c cin Z IN) �oC;)-4 X XI 0C 9' H \1 0 r') I J LiF.F. 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