Loading...
HomeMy WebLinkAboutA7Multiple Truss (as req'd) At Operable Walls (Typical of 2) 2x8 Rafters e24' oz. - 2x Wood Framing • 24' oz. IIIII�� ��IIIIIIIIII'��"IIII�IIIIII i H H++44i:i1 + 1 : - ;-4-1 +-I 1-1 1--1 -1 J IIi�F "� "111111 "�' "11111 ��} VIII VIII Ell 11IT-111!1 Ful l -Lengt# I Dra Ratop Provide 4 -0 VIII . VIII Wide ...... ........ iii�i �iii� Walkwayw/inTruss I I of L12' Plywood for .. ....... Acs to Mach 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I , ......... ........ . .... Units - t to Both ' Wings of Addition J' ' .. j �r _ , -1-1111 H 1_1 --- FT-11 11F ]..il....... L-!�-� . . . . . . . . . . . . . . \ . . . .. -.�I . . . . . . . . . . . . . i . Ir . . . i . _. Tr Tr Truss Truss _ 4i 9 Truss D Truss C Girder Truss w/ Full .. . . . ' Girder Truss w/ Full Length Draftstop i Length Draftatop (See Note 2 Below)! j (See Note 2 Below) . . . . . . . . . . . . . . �. .1_. . i' \' ' ---=--- `- f'=i_e--- =--- =--- --_,3---'-' ` -- - --r -} -- '-- -'- --+- --`-J` - =- -' - - -- --------- .___. . . . . . . . . . . . . . . . - -- - -- - ---I. - --r-- --------- --------- -- - - - t -Tt -- -- --= -- ------------ -- / -`-- - -- __ ._...__ c3_'-- ' --=- -d --=--.— - - -- ..... ...... .. ....... .... ..... -... ... h �. . . . . . . . . { : -. . . . . . li mss; . . I.LJ . . . . . . . . 1 S 1 ... ....... 1 �. t i 1 t. , I �v - - . -- - �;... L `:.. . { >- . . . . . . . . . . . . . . . 7: J— . . .� _��•L• ' _ . k M __ f• . . . . .� __ -_" ,,�•�•..J - J i • i . ♦ ; .. _ _ __ ___ _ , i } -. i _ t ' ' � :� ♦ >,\ � r:2 _ . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . - -- - - - :— ______ _.t__�___ _.___l _3— ___________ __ _ .__:.+ ..... _ ________tom�.'a'.__._ ._..�...... '� `_...____ ._.''�:' L. . . . . . . . . . . . . . . . . . . . . . . . . . . . .'`,4 —a A _ _i s1 , . [:5g'' F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . % . i _.. . . . . . . n DS 1 12 :12 11111 12:12 = "ii l l DS 5:12 -00— goofing: (Typical Unless Noted) - 25 Year, 3 -Tab Self - Sealing Asphalt Shingle - (1) Layer 300 Roofing Felt - %' Plywood Sheating W/CIIps Continuous Ridge Vent w /Air Space Per Mfgr's Recommendations (typical) DS 12:12 � DS 12:12 f 5:12 Ridge Vent To Align w/Exieting ........ ........ Align New Gutter Gutter Flow W/Existing Direction (typ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . y DS DS DS DS Align New _ Gutter w/ „r .. . Existing X :.: .:.:.:.:.:.:.:.:.:.:.:.:.:.:..1 •.:.:.:.:. :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.. .. ................. .................... .............. ............... ...............i.............. • • ( "-1 } 4 . •�' • . • . • . . . • • • . • • • . . • . . • • • . • • . • • • • • . • • • • . . . . . • . • • J .,.•.•. • . •...•. • . •. .•.•.•.•...•.•.•.•.•.•.•.•.•... •... • . • . •.•.•.•. • . • . • . •.•. •. . •. •. . •. •. . •. •. . •.•.•. •. . •. ...•.•.•.•.•. •. •. •. •. .•.•. • . • . • . •.•.•.•. • . •... •. .•. •.•. • . •... •.•. •.•. • . •...•.•. •. •.•. •..ti :-, ................. .................... _�. O • FRAMING PLAN NOTES I. Bearing connections for truss to allow for horizontal movement to the connection - not In the +_ ............... ................. J supporting member. GENERAL NOTES: ................ ................. . . . . . .{ . . . . . . . . . 2• _ /8 1. s indicate from calling , : { " . underside offr roof rdeck (c(continuous from eavedto eealve).3 existing aconstructiion. Provide draft s s locations ' - - -- . -- - - - - -- Provide 2 - . . . . . . . . . . . . . . . . . . '- -- -. -_- -- ------ _._ i 0 x 4 0 acceas door with self - closing hinges !typical all atopa)• . . . . . . . . . . . . . . . . . . . . . . . . p ywoo f' 2. See She& X1 for all applicable 3. Engineer Qualifications: A professional engineer legally authorized to practice in jurisdiction alternates (Ease Bid, Alts. 5, 1, 10) r . . . . . . . 5:12 5:12 ' I I I I a where Project to located and experienced in providing engineering services of the kind �— —� ;'• j indicated that have resulted in the Installation of metal- plate - connected wood trusses similar . . . . . to those of this Project and with a record of successful in- service performance. . . . . . . . . . . . . . . . . . . . . . . . . l` 4. Fabricator's Qualrflcatlons: A firm that complies with the following requirements for quality ........... ............. '.. . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . control and is experienced in prefabricating metal- plate - connected wood trusses similar to • ' • ' • . . . • • ' ' ' ' ' . ' ' ' ' ' • ' • ' • • • • Continuous Ridge Vent TJI6 • 24' oz. .. � . . . . . . . . � those of this Project that have a record of successful in- service performance. W /Air Space Per Mfgr's �) • Y dations � ,� S. Shop drawings indicating: species, species group, sizes, and stress grades of lumber to Recommen r be used, pitch, span, camber, configuration, and spacing for each type of truss required, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • type, size, material, finish, design values, and location of metal connector plate and bea �`.• . l rl details. -- - - -- . - -- n9 >a. . y 6. To the extent engineering design considerations are indicated as fabricator's responsibility, connections) %� (trusses, coectlons) Include design analysts indicating loading, assumed allowable stress, . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . stress diagrams and calculations, and other information needed for review that have been i i' signed and scaled b y a qualified pr ofessional eng ineer responsible for their preparations. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . i Z. Provide shop drawings that have been signed and stamped a qualified professional. -- ------------------------ ................ ................. . . . . . . . . . . . . . . . S. e, fabricating firm, I- plate-connected ',, t Produc certificate, signed by officer of fa certifylrlg that metal plate connected .'�,_.`r�, � ri � .• �' wood trusses supplied for Project com I y with specified requirements. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . truss Design to Allow T. n For 1"lechentcal Units . . a If,„� to Be Located FM] S. /� S / w/In Web (A) All, .2 A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - -1 - - - - - -- .... }} . . -------- -- --- ----- - - ------------ Q ROOF FRAMING PLAN SCALE: 1/16' 1' -0' Provide 1/2' Plywood W.F. Walkway 4' -0' Wlde Sim. to 'A' Except Different Bearing Location /tCh .................. .................... 36'# ` 2! 1:12 Pith ......... . . . . .... •. • . •. •. . . . . . . . . Clipped End � � 2 % �:12 p►t U'1 E �i P S• /? A /tom Roan _ In _ Attic True• 912ed For 500 LL !Bottom Chmd Only) W/ 1t4' Pkpood Deck For $forage A /tom v.IF. To Match Existing , V.I.F. BUSS 7i- ES NO SCALE �6 A /tom 36' 2,1-2:12 pith 41' -m't To Match Existing V.I.F. OVERHANGS: Rakes: 1' -4't To Match Existing Eaves: 1'- 101/2't To Match Existing 4 / ROOF PLAN SCALE: 1/16' 1' -0' C A L L A H A N A S S O C I A T- E S A R C H I T E C T U RE/PLAN N I N G KEVIN CALLAHAN, A.I.A. Circle Tower Suite 1400 55 Monument Circle Indianapolis, Indiana 46204 317- 637 -1570 A Professional Corporation F C411 N0. 4297 i~ ~� ' STATE OF rjV el ! �o ! t� rr� I� �O t) NI, 0 Q 7; i W ►J ! � H U W A•+ H� I-. r W W iL� E•-1 �o W N P� ISSUE DATE: AUGUST 26, 1993 REVISION • DATE PROJECT 93- 0016 -00 SHEET NO. AM P or A rAATWTURAL cC► 1993 UNDER PENALTY OF LAW ROOF PLAN / ROOF FRAMING PLAN _ Gable truss w/ -� 2x8 Outlookers — • 24' oz. (Overhang Dimension To Be 1' -4' To Match Existing) Gross -Hatch ®Indicates TYPICAL AT ALL Conventional Overframe All Downspouts to Be 4' Rectangular GABLE ENDS UNLESS and/or Va Iley Sets Corrugated To Match Exist! Unless Existing NOTED OTHERWISE) Note - All Gutters to 5e 51/4' — SMACNA Style 'K' Except As Noted. LVL or Built -Up tie All New Downspouts Into Perimeter Headers As Req'd Drain Tile - See Wall Section 1:A21 Rated Access Door �- -' - 2x Wood (typ of 3) 5' DS - Framing 8' x 6 Gutter r - • 24' oz. 1212 1212 DS De DS IIi�F "� "111111 "�' "11111 ��} VIII VIII Ell 11IT-111!1 Ful l -Lengt# I Dra Ratop Provide 4 -0 VIII . VIII Wide ...... ........ iii�i �iii� Walkwayw/inTruss I I of L12' Plywood for .. ....... Acs to Mach 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I , ......... ........ . .... Units - t to Both ' Wings of Addition J' ' .. j �r _ , -1-1111 H 1_1 --- FT-11 11F ]..il....... L-!�-� . . . . . . . . . . . . . . \ . . . .. -.�I . . . . . . . . . . . . . i . Ir . . . i . _. Tr Tr Truss Truss _ 4i 9 Truss D Truss C Girder Truss w/ Full .. . . . ' Girder Truss w/ Full Length Draftstop i Length Draftatop (See Note 2 Below)! j (See Note 2 Below) . . . . . . . . . . . . . . �. .1_. . i' \' ' ---=--- `- f'=i_e--- =--- =--- --_,3---'-' ` -- - --r -} -- '-- -'- --+- --`-J` - =- -' - - -- --------- .___. . . . . . . . . . . . . . . . - -- - -- - ---I. - --r-- --------- --------- -- - - - t -Tt -- -- --= -- ------------ -- / -`-- - -- __ ._...__ c3_'-- ' --=- -d --=--.— - - -- ..... ...... .. ....... .... ..... -... ... h �. . . . . . . . . { : -. . . . . . li mss; . . I.LJ . . . . . . . . 1 S 1 ... ....... 1 �. t i 1 t. , I �v - - . -- - �;... L `:.. . { >- . . . . . . . . . . . . . . . 7: J— . . .� _��•L• ' _ . k M __ f• . . . . .� __ -_" ,,�•�•..J - J i • i . ♦ ; .. _ _ __ ___ _ , i } -. i _ t ' ' � :� ♦ >,\ � r:2 _ . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . - -- - - - :— ______ _.t__�___ _.___l _3— ___________ __ _ .__:.+ ..... _ ________tom�.'a'.__._ ._..�...... '� `_...____ ._.''�:' L. . . . . . . . . . . . . . . . . . . . . . . . . . . . .'`,4 —a A _ _i s1 , . [:5g'' F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . % . i _.. . . . . . . n DS 1 12 :12 11111 12:12 = "ii l l DS 5:12 -00— goofing: (Typical Unless Noted) - 25 Year, 3 -Tab Self - Sealing Asphalt Shingle - (1) Layer 300 Roofing Felt - %' Plywood Sheating W/CIIps Continuous Ridge Vent w /Air Space Per Mfgr's Recommendations (typical) DS 12:12 � DS 12:12 f 5:12 Ridge Vent To Align w/Exieting ........ ........ Align New Gutter Gutter Flow W/Existing Direction (typ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . y DS DS DS DS Align New _ Gutter w/ „r .. . Existing X :.: .:.:.:.:.:.:.:.:.:.:.:.:.:.:..1 •.:.:.:.:. :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.. .. ................. .................... .............. ............... ...............i.............. • • ( "-1 } 4 . •�' • . • . • . . . • • • . • • • . . • . . • • • . • • . • • • • • . • • • • . . . . . • . • • J .,.•.•. • . •...•. • . •. .•.•.•.•...•.•.•.•.•.•.•.•.•... •... • . • . •.•.•.•. • . • . • . •.•. •. . •. •. . •. •. . •. •. . •.•.•. •. . •. ...•.•.•.•.•. •. •. •. •. .•.•. • . • . • . •.•.•.•. • . •... •. .•. •.•. • . •... •.•. •.•. • . •...•.•. •. •.•. •..ti :-, ................. .................... _�. O • FRAMING PLAN NOTES I. Bearing connections for truss to allow for horizontal movement to the connection - not In the +_ ............... ................. J supporting member. GENERAL NOTES: ................ ................. . . . . . .{ . . . . . . . . . 2• _ /8 1. s indicate from calling , : { " . underside offr roof rdeck (c(continuous from eavedto eealve).3 existing aconstructiion. Provide draft s s locations ' - - -- . -- - - - - -- Provide 2 - . . . . . . . . . . . . . . . . . . '- -- -. -_- -- ------ _._ i 0 x 4 0 acceas door with self - closing hinges !typical all atopa)• . . . . . . . . . . . . . . . . . . . . . . . . p ywoo f' 2. See She& X1 for all applicable 3. Engineer Qualifications: A professional engineer legally authorized to practice in jurisdiction alternates (Ease Bid, Alts. 5, 1, 10) r . . . . . . . 5:12 5:12 ' I I I I a where Project to located and experienced in providing engineering services of the kind �— —� ;'• j indicated that have resulted in the Installation of metal- plate - connected wood trusses similar . . . . . to those of this Project and with a record of successful in- service performance. . . . . . . . . . . . . . . . . . . . . . . . . l` 4. Fabricator's Qualrflcatlons: A firm that complies with the following requirements for quality ........... ............. '.. . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . control and is experienced in prefabricating metal- plate - connected wood trusses similar to • ' • ' • . . . • • ' ' ' ' ' . ' ' ' ' ' • ' • ' • • • • Continuous Ridge Vent TJI6 • 24' oz. .. � . . . . . . . . � those of this Project that have a record of successful in- service performance. W /Air Space Per Mfgr's �) • Y dations � ,� S. Shop drawings indicating: species, species group, sizes, and stress grades of lumber to Recommen r be used, pitch, span, camber, configuration, and spacing for each type of truss required, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • type, size, material, finish, design values, and location of metal connector plate and bea �`.• . l rl details. -- - - -- . - -- n9 >a. . y 6. To the extent engineering design considerations are indicated as fabricator's responsibility, connections) %� (trusses, coectlons) Include design analysts indicating loading, assumed allowable stress, . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . stress diagrams and calculations, and other information needed for review that have been i i' signed and scaled b y a qualified pr ofessional eng ineer responsible for their preparations. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . i Z. Provide shop drawings that have been signed and stamped a qualified professional. -- ------------------------ ................ ................. . . . . . . . . . . . . . . . S. e, fabricating firm, I- plate-connected ',, t Produc certificate, signed by officer of fa certifylrlg that metal plate connected .'�,_.`r�, � ri � .• �' wood trusses supplied for Project com I y with specified requirements. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . truss Design to Allow T. n For 1"lechentcal Units . . a If,„� to Be Located FM] S. /� S / w/In Web (A) All, .2 A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - -1 - - - - - -- .... }} . . -------- -- --- ----- - - ------------ Q ROOF FRAMING PLAN SCALE: 1/16' 1' -0' Provide 1/2' Plywood W.F. Walkway 4' -0' Wlde Sim. to 'A' Except Different Bearing Location /tCh .................. .................... 36'# ` 2! 1:12 Pith ......... . . . . .... •. • . •. •. . . . . . . . . Clipped End � � 2 % �:12 p►t U'1 E �i P S• /? A /tom Roan _ In _ Attic True• 912ed For 500 LL !Bottom Chmd Only) W/ 1t4' Pkpood Deck For $forage A /tom v.IF. To Match Existing , V.I.F. BUSS 7i- ES NO SCALE �6 A /tom 36' 2,1-2:12 pith 41' -m't To Match Existing V.I.F. OVERHANGS: Rakes: 1' -4't To Match Existing Eaves: 1'- 101/2't To Match Existing 4 / ROOF PLAN SCALE: 1/16' 1' -0' C A L L A H A N A S S O C I A T- E S A R C H I T E C T U RE/PLAN N I N G KEVIN CALLAHAN, A.I.A. Circle Tower Suite 1400 55 Monument Circle Indianapolis, Indiana 46204 317- 637 -1570 A Professional Corporation F C411 N0. 4297 i~ ~� ' STATE OF rjV el ! �o ! t� rr� I� �O t) NI, 0 Q 7; i W ►J ! � H U W A•+ H� I-. r W W iL� E•-1 �o W N P� ISSUE DATE: AUGUST 26, 1993 REVISION • DATE PROJECT 93- 0016 -00 SHEET NO. AM P or A rAATWTURAL cC► 1993 UNDER PENALTY OF LAW ROOF PLAN / ROOF FRAMING PLAN