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Home My WebLink AboutBLD-99-000365 (88 Ansel Hallet Road)142'-0' T—S" W-0' - 9,-00 90«0- - 13'-0" 14'-O' 11'-0' 14'-O` 11'-0' 14'-O' ,, 11'-0' V .� -- - poom LWINVOWS ALL WM o K V{ L 'x6 -fin 4 -LITE 11ErAL145a. 3'-2% x6' --1W 13'-8' - , 5'-10' - s - j, 9'-0' _ T-6- ,I loo' -0" 142'-0" 52'-61 36'-0" _ s:lavv - -- - --•-------------------.._.._.........--•-_..... .. s�0. .._.... _... ....................,_0 `� 3 ' • ' ,• r rCORTMOL 1. —--..- ..................-•...._:•_....... . ......... {. ..---------------------- :.. .�'-''_ .,. . ......_ ................... .. _ .........._.. ..•. PADS 10,-0" 10,-0" ,"CCUA eip -} IV I b 114"X O U4' PAP.41 M PGL I �j T X 1 V4* P.Pt A.AM PSL 1!lIEAM PCCKE76 c.; a X ; ------- • 1 • 1 1 1 -� j N ' .........._•_....__•:_ ..'►_•.•••............ ............... • •�_ • -• ............. ' 1 iTj '-w J015Th I :: ..;... ._.........._... ::::................. »z::........_....... ::x»..................' .�.........._..._.....t.. ......__...........---t-- :�.._..................t.. .:�.._._.................. 10 " 10•_0" 109-0" 10'-0" 10'-i7" id'-0" 10'-d" 10._o" GCOL i : .fes i •- io iV to to : .. Hl CACINTROL, r Cs O :: a .101t�tf 40'--0" JOl1.1f 39'-4" _-S E A-T-f4CN4P 6WTS r-0jR FIY611&��RIA) a : N :..}{... ..44•-• t � ' rr H r ' 14'-0" 14'-0" 1d0'—d' 42'—O" \&U� S��HT REALD INST SCALE: , a: =pu APPROVED BY: DRAWN BY z DATE: J REVISED z n a 0 LLETr k�? M.4 4 A V n DRAWING NUMBER i P OUBPAT ►0 PLA N A complete TJ-Xpert framing plan include3 the Trus Joist MacMillan Builder's Guide P.3 . _ 4' -101. 14' -1; 4l._ � BF DANIEL E. oBRAMAN " STRUCTURAL N0.36595 P� 3 a-1 � JOB COMMENTS J. O'LOUGHLIN LOT 18 ANSEL HALLETT RD W. YARMOUTH 'A4( HANGER HANGER LIST - Simpson Strong -Tie Hangers Plot Member ID Qty Product Label Top Nails Face Nails Nails Notes H1 31 ITT9.5 4-N10 2-N10 2-N10 H2 2 Not Found JOIST AND BEAM LIST Plot Unit # of Net ID Length Product Qty Plies Qty J1 42' 9 1/2" TJI/Pro-250 joist 123 1 123 li M1 40' 5 1/4" x 9 1/4" 2.0E Parallam PSL 2 1 2 M2 33' 5 1/4" x 9 1/4" 2.0E Parallam PSL 4 1 4 M3 31' 5 1/4" x 9 1/4" 2.0E Parallam PSL 1 1 1 M4 -30' 5 1/4" x 9 1/4" 2.0E Parallam PSL 3 1 3 M5 42' 7" x 9 1/4" 2.0E Parallam PSL 1 1 1 M6 42' 3 1/2" x 9 1/2" 2.0E Parallam PSL 1 1 1 LEVEL NOTES File Name: Olo.job Level Name: MAIN FLOOR Plot Date: 3/9/99 15:40 Design Date: 3/9/99 13:19 Drawing Scale: 1/16" = 1' Job Status: Foundation... Foundation MAIN FLOOR... Plotted 3/9/99 13:19 NOTE: Level desiqn times indicated above Provide assurance for proper level stackinq. Upper levels must have earlier design times. Design Methodology: ASD Floor Area Loadinq Is: 50 psf Live Load 15 psf Dead & Partition Load Additional operator input loads have been added Maximum Joist Deflection: L/480 Live Load L/240 Total Load Average TJ -Pro Rating for Floor: 42 Glued & Nailed Decking is Assumed Direct Applied Ceiling is Not Assumed Floor Decking: 3/4" Plywood Normal O.C. Spacing = 16"* Default Wall / Beam Width: 5.25"* TJ-Xpert 6.01 (#654) A C6.01 D6.01 56.01 P6.01 *Unless noted otherwise CREATED BY Mid Cape Home Center PO Box 1418 Route 134 So. Dennis MA 02660 508.398.6071 FAX: 508.398.4559 SYMBOL LEGEND J TJI Joist Type M Rectangular Product Type Bearing Wall Beam ® Column (CBO) H Hanger Type U Hanger Symbol Pc Parallel Closure Type Point Load i Line Load f- Area Load O Detail Callout Label (See Builder's Guide) Q Bearing Width Label i-► Joist Layout Symbol ACCESSORIES LIST Plot Unit # of Net ID Length Product Qty Plies Qty Rml 16' 1 1/4" x 9 1/2" 1.3E TimberStrand LSL 26 1 26 Shl 4' x 8' 3/4" Plywood 229 1 229 LEVEL NOTES File Name: Olo.job Level Name: MAIN FLOOR Plot Date: 3/9/99 15:40 Design Date: 3/9/99 13:19 Drawing Scale: 1/16" = 1' Job Status: Foundation... Foundation MAIN FLOOR... Plotted 3/9/99 13:19 NOTE: Level desiqn times indicated above Provide assurance for proper level stackinq. Upper levels must have earlier design times. Design Methodology: ASD Floor Area Loadinq Is: 50 psf Live Load 15 psf Dead & Partition Load Additional operator input loads have been added Maximum Joist Deflection: L/480 Live Load L/240 Total Load Average TJ -Pro Rating for Floor: 42 Glued & Nailed Decking is Assumed Direct Applied Ceiling is Not Assumed Floor Decking: 3/4" Plywood Normal O.C. Spacing = 16"* Default Wall / Beam Width: 5.25"* TJ-Xpert 6.01 (#654) A C6.01 D6.01 56.01 P6.01 *Unless noted otherwise CREATED BY Mid Cape Home Center PO Box 1418 Route 134 So. Dennis MA 02660 508.398.6071 FAX: 508.398.4559 SYMBOL LEGEND J TJI Joist Type M Rectangular Product Type Bearing Wall Beam ® Column (CBO) H Hanger Type U Hanger Symbol Pc Parallel Closure Type Point Load i Line Load f- Area Load O Detail Callout Label (See Builder's Guide) Q Bearing Width Label i-► Joist Layout Symbol LOT Daniel E. Braman, P.E. 189 Harbor Point Rd. 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K A T ES vo7 7&, * f of co k ow A>, SEE AITACHED -rKtTc-,fOOq V CONCRETE, 14441-S Z--LALLY CUM) C0tJC8ETt WALL6, F0017465,r VADS Pi�c�s 5 RE BAR It PIECE5 41S'AE M 9 G"1/6" A007'11J,6S LAYF-L? EICH WAY 30"x3o";K 12" PDUS \iD C00CRETFE PADS 01 SECTION_ LOT ECT 10NLOT I ANSE HLVETT MAD \A). )�Apvnou-rv� /vA SCALE: APPROVED BY: DRAWN BY DATE: REVISED DRAWING NUMBER FILE COPY,, E d 0 31 3i""t 11 TOWN OF YARMOUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF "AS BUILT" COMPLIANCF,,r-- DATE: l BUILDING bPFICIAL All sono tubes, forms, etc. will be inspected before back filling. This pian must be on site with / the permit and the Licensed Construction supervisor must be present for all inspections, 24 Hour notice Minimum, [ _ with call back fee. TOWS! OF YARMOUTH r II,