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29-222 • Q ► two tt N V70Z111 'V ! 17V I' ' 10 47+00V 0f'tft 1'.J0 ,00 • f0 * • 44S 'O0t _ 00'Oa w• $# ! 4 $ 1 x1 $ 'ft $ g 4. f $ • � , ` 'G a. $ f % # i . '� \` • w y ". • f w w v soYt ; A 0. 1� w .,� • \0 It t/ x0Y0t 00 OOt 0000 1 0.• b ill 4 • a V0.; « . Al . t 0 .410 •f 4 •• w , � a ea Y1 'AMC 1 .40 ,fa afa t a ♦ a A \ t • T or.r fa set so tat avt a s0. 1 �,Nai ■ • . $ N 401.1. . �' 00'011 it.t Y. \ \ . 4 I\ b; 4 ri % % t 4\ • * It 111 4 • K • y w a 100.0• ■ .• r a 100. 0 110. 1 f 4 o f fr 1 , ,1 \ t • $ 0 • 1 04• 1 1 • 10. 44 1t Z' w 4 i '3 ♦ N • w Y tt ,0• tA• tY. : #�t~M « .$. •. • • .S R$ 111• » ti t a 4 a' „ s a Ill. . $ a. 4 r w q .. t d . . •. „R ft 1. �� ~ a M ~ L 5� a rt ~ = 0.t x 4aa • w 44 ✓' a o w� • y • : i. N it a �, 4 ✓• .___ Nt Pill .� . 400 ea 111 • 110 $ t 0 00 O lvw ..nOIC . , y ,. " 04 a , 4 `1, i 10 Aellt 0,-- .."../0 ...,_,,.....-11.,.._ — ,--- ,),,-;; 0/ 0 i 1 , ..- OA --- 1 \I'' 1 7 ,.",. 2- 2z i 7( zz , . a ,, , \ , h \ . __.,, ,............ . -2 z \I) i'll • Si 1 (.2 l '...$ 1 v v , ps 0 %. 1 13^ . a 4' ti 1 S AIC. VI ) i / ," h 1110 11 i ---- _ _„„..., __.. ,...,.. _.„... ,...., ,,......." .....,......,..„. . .,,,..._,. _,,, ... ......_ . ./... , ) „., , 6 , i ,, - ,.--; S,, 1 . , 2 c.:'' }J 0 ., OCT -7 -209 00 :03 FROM :YANKEE 4133415269 T0:4135071272 P.1/1 follPRIIIMPPMPPOPW YANKEE NOME IMPROVEMENT, INC. All home Improvement contractors and subcontractors MA# 160684 CT# 0673924 CSL# 089442 engaged in home improvement contracting, unless spec if'i- 82 INDUSTRIAL DRIVE, NORTHAMPTON MA 01060 tally exempt from registration by Provisions of Chapter 142A 1.877- 88YANKEE 1477- 889 -2653 of the general taws, must be registered with the 413- 341 -5259 Commonwealth of Massachusetts. Inquiries about regtstra• tiori and status should be made to the Director, Home Improvement Contract Registration. One Ashburton Place, Submitted �,� A/W C( Room '1301, Boston, MA 02108 (617) 727-8598 To: /Z41'/C S'0 1 i if 0 ... JP 4 - 6 etcF42 EMAIL PM • 1 3 ) 574---i 7,0SDA1 q 2 1 QELt. PHONE -- ub We hereby sntt epedMai ) t ens and Wimp*. for work to be performed ormed and materiels to ho used; Cr *-b ?� o / f--c)1 Vc.. 1 5 a h.,�(�w.- 3 -iv.‘ s )„, , „, b �.. ..• .,� $ air.. Il , 4 ? et _ 1,+ ,hit, -- ` .. 4 v - 1_74 % . \ c4- Gt a c.. 6e) c..1; [ . �.,. w in A i e t►� ors 6, -4 _. .. . .. , _ _ - a 1 t -e,r. .17,,,,:s . C,,% 01.- •a6, spett4s. _ - :r . V.`,. c A-1A Dc ,,) . l - r —.• ., 1+13 � •_..., �.�-'` + �, r. _ COO GCH net C 1 : - Ole went Or Omer It* MINA* WO* the a day following Ire tiering of ihia Agnownent, unless SRO Cant/odd wltl Lapin the work on or about l J� (date). Rafting delay caused by dmuntatanoes beyond Contractor's aantrok the work ww be aanipMtea by ). The Gomm' heresy acknow1Wpa0 and that the aatnduting dates are approxirnaM end that such dalaye that an net avoldehio by tlwe O.nnh'a*f*r k>sk,dtn(I, but not lur! 10 WWI. Ads of Odd. sfhoAapes or mabwl- ela,aocidents. and al other decays bayw id is control, rind not be eanaldand as ablations or Into Agreemsr2 + WAARANiY WWI be horn defects materials and workmanship a period of completion and wit V* reetiiro ens eenmirnt event a n/ 0 in wo�nch h �iariia or damage caused ay th em e Connector, tt amp rata or agents, la dncovemd after completion of any lob, roil ding datum. the Corahaator slat. at Se own axpenee. lorlh ith rarnedy, mph. Caned. ; pike*. Oros o to be remikiled, minim) Or radlaC d, able darn' - nueh dnleet In . .. y: r 7hR w •:: ...,,, v. au• . .�•;,.,._.. Ih 1. ., i werlf. rho • r• ► • - hereby to fumistmterial and labo h.• . = In accordance with above specifications. for the sum of _ /� 09 ......... Payment to be made pa follows; 'w (s 7 o' ) capon afer►ine contract: YANKEE HOME~ IMPROVEMENT, INC. t Name of Co errant i .x ($ 7, t l upon completion of r / , I us IAy VA E x upon completion of - NORTHAMPTON, MA 01 060 _.... _ 413-341-5250 � ,, n CityiStale Phalle % ($ d - i shall be made forthwith upon 1 completion of work under this uwrrtriwK, grr No ) Notioe: No woo/wont 10 home Improvement Odttraoting work alias require a down Name of Satooman i Pesment (advance depose of more than One -itutp of the t4t6d oontred 9dee er the total amount of all demote or payments which the contractor town matte. In ad'anoa, AtohOrizcd Signature e • to order and/or othervihte amain osgvery of weeds order materials and equipment. Acceptance of PropOSai I have read both sides of this document end accept the pries, specifications and oondHlons stated. ) understand that upon stoning, thi9 proposal becomes a bind'uv Mmract. You are authorized to do the work as speckled. Payment will be made i outlined above. You may Centel this agreement if it has man signed by a party thereto at a place other than an address at the Beler, which may bo his main office or branch thereof, provided you notify the Seller In writing at his main office or branch by ordinary mall posted, by telegram sent or by deliver)► not later than midnight of the third business day following the signing of this agreement. Manse refer to the Nc3Ice of Cancellation that accompanies this contract: com- ments d which are refened to above and Incorporated herein by reference. DO NOT SIGN THIS CONTRACT IF THERE ARS ANY BLANK SPACES. soma 4 L.'1••(, 9'" g P Sigttatwe !iL_ . - .... r / .fri.h yr -. w . ti 0 0 SNOW & WIND 'WIWI/ 1 OVERNANG W.Q•UPa Ov OM) MWONtuM ovO 114.50 d 0 LOADING CHARTS MUW '1 MVIIJOtt 0' -6' I t••0' i 1 12'.D' MULIJON MUWON 0• -6 11'.0' `1•- 6 -0' MULIJOH MULLION 0••6' 1' -D' 11' - 1 2••0' P4 UMC2 N g SP HEIGHT 9N.O5% EPRRJEcT1ON SPACING HE74WT M+WMLN1ENCLOSUREPROJEGT10H WRONG HGGNT 14XINIUMINtICSUREPROF 1104 ! 66 MPH WINO 80 MPH WAND 100 MPH WIND 1 LOAD BEARING WALL. SECTION 0 11s•• 1112Mo - 6• EIKE s• ® Is. - 6• 1 11 1 1111111io'.6' ld'Gr u' 13`•8 i1- 1'ID' -3' _ ® 10'•6• 4IIj 12. 6'CI�10'•6• sr Ofc air OIC .* .P TS••5-12••1•if'.7•ID'•5, 1E31 MEM 12•• ®10•,6• l t '. 1 . I ' 8 - EMI 10'•e• ti TABLE 61 ,E- a 6* Xi' 13'•9 - 5', 101' 11'- 3 • �®� � 1Q1' 113131123131111/111,s-- 5 54 113113111:1112111111- .— 1E911 SU Cn 6 -.a• -•.- 64' 7••S•1• -2 co ! i► G, �1 1 • - - - �a'c,> • °0• 7 •- 3 3 " 3'. 2 "COI - O .r 1��- '• -• -.- �� 8.. 2 '�I� or MEI -.- m Lo 60PSFSNOWLOAD 111131111X1213113111111:111- • - 10* 7•- 3' L- L.-- - 100' r-• 3' -2• 0 ". leVERMEIMICIS - ' - - - - 1:1113111:1115121 i EMI 11112111111111111:11 - -- - • ; ! i 4 OW= �I' - '-- - - -' � ' - •-- - -•- • ®E!' C er - - -"E- 1l3Ri1 - • - -®- '- w I_ ®1:11111131111 ION 11i1111:11131111 - -_ Z 1 REM 10 ., 6• - ' -' ®� I� ®�i CHARTS ARE FOR u f _ Os• - -• - • ®�nn 34• STANDARD HEADER - .. - . - Trot "EMI - _ �® r�`i I. l 66• MIN . = - - �� 0r '111111:112112g2131 re= W 1�13idi tDS- - - -- --- Mal ' -' --- g L.A7UMUM OVERHANG MAXJPJU 1 OVERRAN0 14.0039.94 OVEF93002 AWUMIN OVEA14AW6 6 -..r { . MU1SKIN 102411014 0 1' -0' 1' -6' V-0' M►JWOR' 1 0' - 11' -o 11' -6. 12•.0• MUU2DH MWJOH 0' -6' �� 2••0' MULLJON Mt*U - 0' - I t'- 0'1 1• -6' I r -o• "1 6PACII HFJGHT WWMLS1 EHCLD$UREPROJECTION 5PACVI0 430HT MAJINULLIE C.L.C16U0.E - 11oN WPACONG HEJG1fT N.MIQH UMENCLA3UREI ,, RWECT10 S PACING HU RT 1INONUMENCL06UREPROJECTION 110 MPH WIND 120 MPH WIND 110 MPIIPAND 1 OON PHYAND 1 14' I 13'•5• ME= t0 -' 5• &P 113'•5 64' 13'- 9 . 12'•41 111• 7•to'.5• 64' 11.9 . 12'•5.11• - 7'10'•11 • 1 W 66' LIt��i to'-6• 36'CC e• 1 S4' t ��10'•5• Sr 13••9. 13••3•t3 ••7•10•.3• x. �IiEffii 1'17•-7.10'•5- CI , 33" Cle 0 113'•ff' 10.6' i'• 9'12' -1 • 11.7 t0.6" 10.0 '• 2 6'•11• 105. ( , — ii' 7 • 10•.3 • A� t0• a• 9 1 • 7 -1t• e 7 • 101' �� • - , 6 - • ..•� _ IF$01L31131- • - - MO 5 7 g '. 2 - - - Q INEEDIEME11111131131 IONIC= 6 ' 2 ' CMS . - s 1d•GG > 1[41 llt�l- •._ • - - -• 4r= 68' l T•• - 31t� - ' - -- - - . -• r� � - -.- • .._• 66_ _ •.. • - 1 • B6" 117 • 0'• 2• •� 66' �� "' anellelegINCON W W 10. 1 .. -• ISM — -.•I— t0r - • ' - 11112111111111- .- • 1E31 1111111:1111111111511111111 103 _ .- _ M' CA] 6r 1EI v - '• -' 1031 • e' MINIM ea• 60' VC 8r 1 _ . - VIM - - - • DrG'C 6q - . - $ - - �' 'i • - - • - fa � M1 ® �S - •. � �t - • .- n Q'' 1 �` 1�� ...•• " • .. • .. • or 66. lentli MCI • - , 1.1.0.y2120 ii nim---.0101_._.lersi NEAR - - -- .. ' - . � - • � _ . - 3', s.ir ao LA _ . _ - . _ - . _ - . _ 36' 11111211111111111111:11121111 11:1111101111 - -- •1: - -- • • N,N.. 14r _ 109 106• `� ®�� 1 - • •. - . - - . - .• • - •1 Deo7 DSJ4.1} 1-- _ , uar3c On 0 0 CU I . 0 I— v 10 • RJ C) . T•U C) • a. - Toblelr: _ YOEBL C":: (ROOF PANEL �I TABLE • 1.1AJIgMUMiE11CLOSUP.E PROJECTION _ NOf4. Noma A9LL.LMULLION PAM !?I311CN• 6 PA DEAD _. DEFLECT* l+1J120 tfEFLECTNONsU1t0 6157146-710r444-4210 � . _. d 610,30104111 *MI • 10162311.11.1 616111604 TY0 LOAD BIV0r1'U01D ~ _.. .•_ ._ •._. 8NOM1n1gM0 _•. � aFICYNL4AD , T610274hY 241.115016 : 7TOEU1MY Wan* 43INICH INC • Ra3F} 20 30 40 ;6 60 70 r.._. m 301 40 110 '60 70 20 20 40 t0 20 7D ' 'NDTN 1.414647 _11110211 • 14061•1011 3-11.7 1.2 (t4'•8'•U2''3 9'•2•a•- 7.12'•4 19 •- -9 «1 "•1.7'•6.111'•0 6••1.1'- 6•7'.•10 -tar , ,, I5MPMW' J0 U 1:16 PHWINDLOAD _ 4 -P#.Y 119'• 4'12'• 3 10••3 11'• 3.10'• 1•,1••1. 6••6.1••2 II•III '• 41 IEM ¢ __ t , , 14•. a_ _ 62 ,�ttl•.141• .4•F1.Y61CYLIOHT 2_6 ' 0 . 11 •- 1 • 10•• 3 • 1 •• 3 6 •' 9 •. 7 ••11' 11'.10 49'• 1 ' '• 0 • 6 1 • T a • 7 •• 2 • 10'• 6 0 •• 1 • 1 • 7 '.7 • 7' 1 • i r•-• d2 IS 4.• 42 10�• 3 1-4 4 2 2••10 4.2 '11••2.1.1. 11 •.11 • •tt '•2 • . 19 "1 . 12••0 12'• '' 1 0 1 1 . 1 1 0 ' • 1'0' ^ 6 . 1 •• 0 •• 3 10••1 9 9 . 9•.•0 . 1••3.3••• 43 53'.14' 44 9 . . 9' SW( 3101.139.72 4.2 114'• 5 • 12•• 7 • 11 •• 1 • 10'• 6 9 • -IO•1 •• 4 . 1 2 ' - 2 ' 1 0 ' - 1 . 9 •• 7. •,.t1•1 1 •• 4 • 7 ••10" 19•• 0 41 '• 1 . 1 •• 6 • 7 "023" 7'• 1 6 • - tt,• i 00 54 13 3 ' ....Al 1'._ 4 • 5 WR71 MICN _ 1•41 1. j I•S 1 .7 1 4 - 3.1'•2' III � 1 14'.4 -1C' 10•.5 -0 13-1a 12'•0.ID-.. -0 7• •1 C+• CO „_...e. 51• 51 64 5 3 3 20' 0' y 17• •11.14••5 - 11••1 9'•41 14'.5 -0' 11••6 11'•4 14••1 ^13'•12 6••t11• .•••••. ' 92 10• -115• 73 6•• 2• 44'L.Y5KYUGIET 3 '17' , 1' ®11-•1. "10'•1' 1••10'1.1••0.113••1'!11••1' 10'•t ^ ®'-t� 19 13••4i'11'•11-to.. 4.6'•10 Epics C[: 1ii+NPN1Y11NO6,0A0 1:gMplitra torn 9 4IP403P 191:ADY 296 '20• 3 ' 1U 43'• 1 • 12'•11• t1.• 1 •• 9 '•a • 1'3'•10 15'• 6 • 13'- 5 • •• t • la .• 7 • 6 -. , 10..2. 13•• 4 • 11'• 2 • 9 ••.4 • 7 •- 9 8 •• 8 • ^• _ ORSKYLIl3H7 211 17.1 ' • 75•3 • 43..7 ••44 17'•1.1 5'•0.11' - 2 ^3•.11 11 i'- 3 13 j •• 4 •'11.7• 76 '6' -10 7•• 1• rf' ti. • 36 13 •• !1 • 35 10'• 3' �.. +4 , • 42•.41 • ' 44' p••, 1410 um TM)2d4 11cr.4OM1 FJ0'NIONDIOTOWI 9II91 NE UU 0141111. PMJ M4CI OIL 14 Id D8'481 0R1IWlt CI MA 46, 1f' 041. _ 41 - p $ • 0'11'1411 Tt 5228' PGSN1I4WW qi 123 /N/ W1H OM ow $TRANC IM11t406 pion EOPA4tia RDLYSTACS 1st J COMM IBM :MY 12 IB.MMY 968 NOM pea 604 IUEI T5 D:1I1lataa.,1� ' Z. 11 4,. 14 1 •. 5 • * 13ai wot7f111 **DOW ITO6NW Amami 412 WIN 014 *K 131/ PIM= 1111TAIM I40IWII3 1444 1L13263e •Y COM4p16 9810U®1C• 1M1 IIa32'1 15 ° 1 1 •• 7L, • _.�i�,,, I'- 3y 55.19 *0 row Mar 517511 54M:9%44C /1 IONS 1Nl9740 44-9916 ZVW06E'R® t1WlktOCA110C4.) AM318130F.1471 W1• 1N r .., t9 10 •.1 CIS I. 6JM 17 1.91NO Mil an KW VOWS 3MiA11i TJX.O 0C41 10 CDDE RW164EI. 144:9593.1 d.81HM MEL 01111.064411$ 2•41•. 9111 W 13 ADOR PAI+� 1443 NM 55:010311.410 1HON4LGIO2.00 PtAEL 6PNY. _ 72 10_1 - _ ra 7 • 11119 MI5 SIWSIII taco ra11•I 0IW42 CA/TIM NCI0040 3424PAT10NSHALL.5E. {N4T0 4 7464 141' OTHEJ46L9 /CL•11'HGY Ulm RWUI:Fffi•M _� 10 WIN NDLAAEL 140MIMI V11NDt1D�D TAet5.' •3 ALL4 777RJ1LE SPAN (RiDOH'FRC)�OCYIOIQ te r' - � y TAMA*P 242.27641110.111242.2764242.27641110.111. . . • _ . 112= 11_ 315 9•. 6' Mt _� _ g ( 3312001W140WPOUN061(IECTION -4.3 1 42 D 11 ••111• .4/ 9;• 1 •• �H RC+7 __ �__ _� M METH come*/ 640TH 1 s 111•. 3s i 6r• .. 4 5• 4.(23D ,11 17'•0'24 0'21•• 0• 08'•0 35'.0.31••0 • 41••tl . 6. 9.10 11• L"' 3 14 . 1t i ' 54 i 104•. 0' _ 51 � • , 20PSF x 21 •• 4 • 11•• a • 141'• S • 17'•• 6 • 11•• a'16•_ 0 • 15'• 6 14•• 11 •,14'• 9 U'• 5' 1.1'• 5 40 1 3 4 44 WI 4401 MG i _ c A a 1•_4 _ X13 7•• Al 302 111'• 0 11'• 8 • 19'• 4 • 1S'• 7 • 14•• 10 14'• • 13'• 1 J 13•• 4 1 5 12•• 3 • 11'• II • • ' x114 r a c o- 0446 N1. 11 --CS 9.11" --,----7:_'-..t 4 111' - 5 -1 • •14' •3.• 1 84 • 9'•7. 13 '. 0 11'•4 111 mum 7,44 s+ro q,g:.-...1_ - . - T7 ..,., E.. 30i'6F 111'•3 . 15••0'14'•1 . 13'•4 . 12••6 . 11''•9 tt••i 17••1.13'- 1.9••11.1_ Z:- 4' *Ma M Erm. =MO 2 110 MPH ti41AD.(ki ll 601.3E 113' - 4 %2••3'•4 116'• a•10'-3 • 9'-6 '• S•6••tt HN �1l�� 1046 49 f r-4 __ 36 I I 11 _G 70PSP 113••. 7. 42r - 6• 4 • 11 • 11• •• 4 1�D•• 4 1.0 0 - 9' -0 9'•1 9 7• a ••1 • ' 8 , 0• 140 _ 04 101771 11 I'4 � _ ___ _ " +;2 11 _[1 • TAMS '1E; 1 6PAN 61:90211 111029. •T1066 -+ r. .r I a: 7B: 045 to t FOR: 3.1l2'4 11••7fa't:N01N 160 LJUMINAXE RIDGE BEAM 1 1 10 •• 0' ' DETL16M 1 R0391 4YIONN W _ S x H E 1 9 '• 1: L.8 ' D 11 114 9' '17••0•20•.Q - 0 32••0"36••0•36•'.0• T0 OB 1 1 51". tip 2 0 P50 1 28.. 9 • 24 7 , • 21 • • 1 . 2 1 '• 10.2,3' -10. 20'. 0 t4I • • 4 ' 10 ' • 5 . 10 " 2 • 17 •- 1 11'• 2 • X 72 a•- 11• _... 30 Pas 123•••0.21• -1t "20••6.49•'••4 •'6•.7. 17 '•2' 18• , 9 .. 1 5 •.9.16•.1 -'1 -'14 - .0 • _ 40 Pis 121. 6.210' t ^16•• 1a• t7••10 . 17' 4 • 116 1 15'• 2 . 14'•5 - 13•0.13••3'43. 11 6:1 ru TItlbTu?,18'lIMCttM49M11 Nnl4WUalata1C41ahTCNICa11 1.u.CM17NIAp 50 MP in •• 4 • • 15 I • I7•• 7 • 161'- 4 • 15 5 • i 1 � a ' � , � 1 3 ' • 5 • 1 3 ' - 1 - 512'- it.- 0 } 11 - a - - N E f t Nosy Rio KII Pt nil N: N4Olt0IFM pip tNL 11a6NWAU'156=1 • 60P2f 111 • • 3 • 17 1 •• 16•.5 • II:•• 2 • 14'- 3 •M 1 3 ' • 7 . . 12 • • 0 1t'• 5 • 11'. 0'. 0 ' 10 • , 3:41 •••• IN 11N4r^u''. is 1' C CID1E11: Cfne /c04BITYDC4l 70 Par 110 4 ' 18'•10- 16•.4 • 14•• 1 • .2 93•• 4 • 11'• 0 11.• 2 • 11•- 1 • 13•. 566 12' LEI ^ SNN04A'A 12100 FD 7J)E UHd9 2C8731CTKWCF't. 015, BCHA6 PRE ID SE 0DNl94004131N0 /PUcE11 W :43., W �} ESAUCA111E!'11WN NC S PPaRT:MT Pe 321I0E2NCE 33)E:M.,ST BE CESICK* }E'/ OTHERS Mil II M NE 9171411-9011.0604 2 I- _ v 1r C) C) MI I LL) c 1 I-- I-, CO ,-- t"....1 C:7 •••-.. or ,--- • SNOW .0, WIND ukumum _ MAXSAL Al_ LOADING CHARTS OVSRELING ,.. .. . , . , MULLION MULLION 0 . 5 1 1. ' (1" I 1 • •321 2 • • 0 • IAULIJON i MUUJON; : ' -it'll': am 2 ' • 0 ' LIULDON I i L11.1.1174 0' .71 • • 07 '.11a2LO sPACING HEIGHT MAY3M111,4139•41JOISURE PNO.SC TOON SPACING rimy i prAssasumehmosuaseativec:roaa SPAONO 1•13041 SWAIM ENCLOSURE PROMTION --,--- --- --....-...-----... --.. 15 MPH MID 00 141174 WIND 100 NPR WIND i 1 ! L O A D SEARING WALL - SECIDON G ECM! ii .• a - la . a * .. a a .. • L ar ei •• ' 10 '• 5 • 9 '• 11 ' 9 •• a . 54" 11 , 8 ` 16 '• 1 •'' 11 '• 5 • a •• 3 • i g Ira ti.. 6. la a M a .. s • , ar 11 ••• 8 ' 10 '.• (I • 9 •• 6 a •• 3 • Eff 11 , Il • 16'. 4 • 0 '• 6 • 8 .• 3 • .' i _ ...-..,-. woe ....._ -__ 33.• cfc ---......--....----..-.......---- ............; Inn an 10 • • 11 ' 6 • - 3 • 115' 11 •• 5 ' 10..0 - a .• 0 I '• 3 • 03" 11 •• 5 • 10 •• 5 • 0 '• II " 4 '• 3 • : • •ge _-- lta 1331:11 la ' a le . .. 1 • 156 11 • • 0 ' '-'- 10••• s - o .. 8 , a ,. 3 ' — tor . 71.. a • a . a ,. a 4 ' ..... cr. TABLE • "A.70S" aciliMilinli .. •.—.. • --- ._... ' 44* ,.. • . - • --- •. _ - _ ... _ .. • IC -7 .7.., 7 .77:• - • -. .:7.- •••7 7.. • • :-. • 2 1 ...... - , . _....... I• GO azimignismosa .... _ • Ar cc - ...:._:..... .. — • — ,. — — ,. • sr _ ..... . .... _ • - ..... . ..... _ • —. ° Ira 1 L jL ems L s'r . ".:...:_ '-` ' - '-' cn _ Lin 70 PSF SNOW LOAD Willi .., .......:. , tar .: - -.f....z.::- • - .....z... ...... no' -:::_ :•• - • -. '..- • :L.- • , co -- ,-.. 112111 _ .... ....• .. .. •• _ • , i t-% t.......:- r.......:-: :-:.- 0K - -- ar - • . - . - . — - - ,. - • — sr - ,. - • - =-- - .. - - g .... c. tff rie 11133. _ , . ... . .. • • - •- • • - • ••-•-• 117' CIC ---.... .-- 03. ac. ......- .....................---.---- -,-...... Li- W.- ' • •• -.....,••• .. *- - • ....... —...........— i 2 .............. ....-,..-- tHARTS ARE FOR ' kw - .- - • - .. - - — ---- 7, ..........._ .........___ ............, ......_ STAN DARE) HEADER a g 72' 043 ••••••- 72` CPC ...." GC --,- -----, I E _ .— _._. ___ __-.-_ MAXIM LNA ovamt:Jaa • aamaauaI FAAPIMUM i ----" civEgiiii ---- arxiiiir — ------ I i . *tuatara ta 0'.09• I 1•••0 1 "I•••8* 1 2 '•41 311.31130N MULLION 0,..5. 2 ' •4) • MULLION M1,1L11.3_104 0' - ;ILI 1 ' ..0 • E- 51i' • 0 • MULLION :SWUM 0' -IV T9 2 ' .0 ' I ;-•--- Emma _ 393$t MAXIMUM ENCLOSURE PRIGNECISON sc6a3 NESOPFT MAMMA ENCLOSURE PROGECTIC61 SPACING; ISICAIT NAM/1LN ENCLOSU ATOC41 SPACING Hew MAXIMUM ENOLCSURE FROJECTICN '4. 1 ,., I lia WO Wl$C7 120 MPH WIND 130 331 140API4 -..- -- -.- . -..--...- ... .---....- .....-.--,_ 111C11111111111131 i C '' a ' IMENBIES 14' 11 - 0 . ie • • 1 • 1 •• 4 • I •- 3 • ', I14' I 4 • 10 '.• 0 • 0 '• 5 • 1 •• $ • 44* 1 11 •• 4 • 10'. 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V2 .........._—.................. .,....., I LJ.2 1DM I -.-. ....- I- El 1 ... 1 • ''' UM '' • • - A I ea , e 4 :; 1 11/21a1111131 63.0t OW WC -,- i -... --...... : sr ® 0 . 10ff I Mil , ,... .-- - -- -- ......-. .--.- ...._ ....- --.-... r1.4 94 ' _ ,' - • , • .. . - -......- ......--..-...- • __ Lin ea. II - ,. - • Tr CM 96 ' - .• - . - . - . ellel Tr ;DC -.4- -- - 72' VC -- ,I 4e• I "" - . - • : - -: '" - 7, 7 7, '7, - -: T r C X - 7 9 a 7 _ , . _ , _. .. _. , _ , . .. „ _ . . _ --.-- a limn. 7:77:- . an - -- - . ._____4 . . J anzot __ = — --- ..--.- I- 11101 ,....a.......... ........--.............—.-■.-.. Cr. C7 C=4 0...1 LJ I.C. i (=. '''. rr.1 C, c, . ru G d. SNOW al WIND MJ MIJM _ CHER6W4G `r"' 14[A)OMUA1 - OVERHANG >< 109103 — :T�. YEnruNS j — - g LOADING CHARTS MU Ui' N MUWOH . '. 1 1'•0- `1'• 1 2' -a" iiultDO4 61 a•_A' f1':0•' 1•- 41"2'-0• SWIM !ILIUM 0'_0 1 t . 1'.9' ! 7'-a' SPACING H3C41T 144)(1411,141 ENCLOSURE PROJECTION SPAIGNc . HEIGHT ;MA;aUUM EHC OSURS RROJI:C170.4 SPACING 118) 117 MV47tl ENCLOSURSNRCUBCflCI 12 1 1 - I 84 N1tH YARD — IS 1IPH YAND _ 10051PIf W1NCl LOAD ELEA911N0 WALL •:1ECROkN G se 1i' 1 • to r r • • r - 33 •1 a4 .:77.77:76- • 1 11 s • ..g 8i+ t1'• tai a s ° 'i e • e a 6r 11'•6'11'.0 61' I10'•a•ts••0-15••a iv - a• s!• la••a•' 'IS'- a• 14•- 6',16'.;0• i - 1r 04 ST 12'• 5 • 10• • - 0 . 15'• 6 -11 •. 0 • 93• Is •• 11 • 15'• 0 •15'• 5 18 0 • ?3 CtG U, 11'• I� • 'd'• 6 • 17 •• 5 • 10'• 4 • C71 TJE3LE. 11 �'� i �� i+r+ t� �� t 11•• 6 1e 6 17 7 • t4. 6 _� IS • 2 • 17 2 • ta' t 1.3•• 4 '9' td' • i • 14 •• b • 12' 11 11'• 1 • C 11" 11' • 1 • 13' 1 61••11• 4 &C � A6• 115 3 1 4• a • ia�1 •11.11' 4r 61• 75••9 'u2'•5 II 4 ta' t • — t 1 C , A•Gtt 1T 14'• 1 ' 16•• r • 1 2 ' • T • 11'• 5 • 99' j U •• A • 13. • 1 1 • • 4 10•• 0 • G'a 93' 11'• 4 • d • 9 .. 1 • 7 ' -10• 13 ai 70 PSF :SNOW LOAD — f or 1t' 1. 10 -4 4 •2 711' 6011' i to •• 1 • 1 •• 0 ' 7 •1s • • -- tar t '• 4 • e •• a - a i t 11'- 4'4 ...... ~ 6r' IS'.4•6••3 "7'•'I 91' 9••7.7••0 - 5 � . ur uc W 11 • $ ' 1 7 7 4 6 1 r. c 4r' e • 9 7 7 • 8 r „ or C " 9f' _. ... - • -�- C3 1 r _ _ ._ ._ _ _ tat _ •._ ..._ . ,_ tab - . ._ �_, • CHARTS ARE FOR e_ - - - - - • -• - - � - ._ _ • . _ , ..- ' ENHANCED HEADER or » . _ _ _ . _ _ '' H. • • _ • _ •, _ • • ,. _ •• _ • 7T GS - * - - - ' _ -- 77 GC ■ — 7rGf: U1 - - - - - - - .. - - - - . - - - ._ — ,_. �..�_- 1. ntAX6alli11 Cv1R►U1NG _ MAIO a CD.EHtLL W r L °YIARNNa MAMMA O__ WAUGH MAI 0 '• °' 1 .0 �1.e�2'-6 • • MULL %N MUUIQHE1 1' -a- 176 •� 2•.0'_ Nut.Ul7F1 Muuso a•. .s' 1'•0" •t'• 1 3•15' MUL1N MIEN 1oIEN Ma t ••6 x ' -0' 1'' '• 0 • SPACING Ha Gair r arraz1IJM emr•Lo9l/RE PROJECTICN smarm le a0+HT 524)014u7.1 ENCLOSUREFRO)JECGION 6PMaNGu HERMIT 1414 o ENCLOSURE P.822 now ef'ACIN3 HEb3RT 141 ENCLOSURE i�RCU6CtICl11 110MPHYAND `� 120MPH14%13 __.. 130JLP'iI —... ter �. 140MPHYNMLF ��_� I,& A. 30•CG , 64' 11'• 5'13••4. 11• • -13• /'"3• a 4• 11•• 5 . 1 0'• 4 . I'•6. 6••3• 14' 1 1 ••6' 6"3' 81• .0'• 6.9' : • 6 . 1' S• ar 10 6 3rCG .11'• 7•17'.11'II•5' 41' 17'•1.16••1.16••0.13•• 36 G or 1',14 '•4 . 15'-7'12••6 . 21'•4• 51' 12••1.11'•7.10'••1' I l -- -- --- •3 r•• Ib Ia 33'CtC >1' 4r• 1a••le• 16•ta�14' • 9 • 73'•7 • 46' 14' • 0.13••0 11 "6 I 11••4 • 10• Mt 154" 11.- 11.10••10. E -5 • 1 5 • 106' 6 Tr- 7 ••0 6 S • - •- — � 104' 1 •- - •- _ - ,- 1;E - i J 45' 11••4 67.2. 7'• 11' S°• 11••1. 8••1 _ • - 6r I 7• •t • • _ ••_ _ _.. 41' -- a 1 i ,NS' a • +t 7_ta6 •.5 • _ •. _ _ _ ,_ oa _ • _ •._ ff w 1133' _ - - _ t �• _ _ 1 [9 • _ 6C CdC r6• _ — --- » 00'C r4• — 6a CA — t6' _ _ ._ D1. ' - • - , - -. . _ - — - - _.,._•-_. - _._ - _ - - 77-.7." 6Y C1C - . - - — � __ 93' C, 10r" t _ '. _ . _ .. _ • 109' - _ - _ - _ .. _ rki ttd' 1 '1n• 11141 ltiva,i 14 - - - - - - - - - _ LII 73•0c _-- 72' ' - - — ar c LLJ _ _. ... 106 • - • - - • - - - 1 C5' ... . _ _ . , . .. - - = ._.._... — ---- — 1.1r _� • __ _-._ 663200 -JkJO 1 -- ._.._ - .4 otn CM C3 C, MI I Lc, . c, I— u C) - ru c•,. -..... CO 0 ci.: SNOW & WIND 14AXVIAJOI OVERHANG klAYJIAUM OVERHANG 1.1. C.Nrif..10.7* 9? L . 0 LOADING CHARTS U4IUiO MULLESN 0.0 • I 1.111' I 1".111 1 2'4* MUWON MULLION D'.s• 1 oggg 2'.0' 1AULLJON NEILSON 0 11 1 1 SPACING liaGoor . .MAXE.111114 ENCLESSUREPROJECTION 6PACIN3 HEIGHT 3061UM ENCLOSURE PROJECTION 52 ?ROW ,212 Mao:WM PROJEcTiort g g 65 MPN WIND PO MPH WINO 164 MPH 'WAND • 1 6 6 11E5E1 EMLICEECEEELECILE 11311 12 '' 0 ' ERLICES2 v.- 0 . 24. IDEREMORCEEI l0'.5 . 1 I 1 LOAD BEARING WALL - SECTION 0 ILSE EINE ti- 0 •EME110-. 0 - urcx 11:11 mai 19'. 9 nil 16 a • . *I'M E311 EKE 10.- 0 -MX NO- 0 • 91r 19 6 • 19 -01316.- 0 , ur m. I l ie : : e : ' 3 11 6 i e • 1 1: 4 :- : :::: 0 0 ..:1 P . . N E M E O M 10- 0 -DUNS -- 0 • 105' le .. 5 • 16 .. 0 .023115... 0 . 185. MEE= 25.• 5 • MIEN , 4 cn TABLE "A-60E II w M E E 2 •. 2 I 5 4 . L I N C E L I E N L E C L -- - • 1 1 1 C 3 1 D E M 6 '' 2 • =11 - ' - • M 1 ' CI" 41' 12 '. 10' 11°- tO -Gams .. 7 • lir 17 '.10 • 10•• 10 Pon 14•- 7 ' KM 15 ••10• noccomaz s g CO •14•CO 411' CC • 4redD MA or mu %V- 5 • 15 •• 2 • 14'. 0 • 92' 16'. 0 • usa ,s, ... 10 - 12 •• 6 ' EGO EILEELEI i - i . 2 '' . 3 14 1 , cm uz 60 PSF SNOW LOAD 111CMIZEZMISX 11 .• 3 '10. 1 iar gum 0 .. to -Imo a •- 11111MBILE 4 - S MOM - E t CO ,-, WEN - - • 111121 - - - .C1101 4.• LEILMIEENCELE - .- - • ME:Ell - - • IMES -- - - elm a ›c CZ li• I it . D • alai a , I a • gang fCr C+C MIMI i - 0 MIEN 0 -10- 7 •• 6 • WEI l* • OKI ? - I ...,, tor= U.. Nom .1.. 0 • 10-. 5 • 0 .. 0 - 0 .. a , SIMI 1° ''' 4 - 1111311311 0 .• 9 • mom 1 MEN - - - 111101 C ....e. lor I a •. a • 6 .11 -pm= 106* CILLEMEICLECI - .. - ' ECM MEE - - - -LIMICEISI ?- CHARTS ARE FOR w IMMO - .- - - - - -LEIS J.. - - ./2111111152 - - - . WE enemas - - - -wee g t ENHANCED HEADER a IDELICIEEEMEMIXEL vac Eiviiiiiii - 11:011 comesommeR 72•0/0 -- 21 ‘ IIERELLEM NES _• '77 • DID ICE CEINICEIN EMI ffi i X Will - -.CINECELE - - 104. - ' -. - ''"" • ININCION 1 2,1A7JmUM OVERHANG MAMMA OVERHANG 1 NANmum OVERHANG 1.1AXIMLNA OVERVANCI , KIL.1.1011 MUUSQN - 0 77 6 7 1 1 t• a 1 1'.8 I 2'-13" MUUK34 13M1.1.1031 0'.6 1 1'.0" i S••111 2-0 MULLION MUUJCN 10'.6• 1 mem 2.0" NUI7.10?0 KUM iv -IV 1 1' -0* 1 1 I 2•-0' SPACING I AllANEAL114621ELOSURe PROUELTION SPACING HEIGHT I NIAPJMUM ErocurrSU a PROJECTION ' SPACING HEIGHT WAx1mu61 ONGLOSURE pHDADDON sPiaNs H9O513 viAXimulo ENCLOSURE POOJEcTICN , l ■ 416 MPH WIND ISO MPH WIND • 130 &I PH %MHO 140 MPN WINO 24' 13 9 • 12 '• 0 • 11 T • 10'• 6 • le 11e- 9. 12.• a • 11 7 . 10•- 5 • WEIN BELEMIZEI ii - 7 .13111 04 Iv- 0 • 12'.0 • 11•7 • 10'• 1* • IV CELE 10'. * • 16 ' 6 . 13 ' 0 • Mini 40.- 5 . 16'.0 ' BEM 14 - 10 IEEE ENEEIC213101011ELDE 113111114- 8 ' BENCEEE 11 . • 1 • gt C.0 ° ts '' 8 icormanummi 26 ' 25 '' 5 .EILEILIZE 13.• 2 • 111105111 E1131131EIMEILE 10 ' 6 * Se•C4 Wan ngEs 0 41 .. 0 • •'. 1 • , 1 0 1 0 1 3 • 14.- 0 "Ems 1 1 . . sa• 10 4 • 105' o- tongsmis 0 •• 7 • EMI ISELECIESIMINCIEN w IEL11111211; - - • =1 w EEEMEICEN - • - • - - • WM 7 ' 3 'ME - -- -. - - - • le LIEELEEILEINCEEL 1110111 2 '.2 111311111151 - -. __j r 00. IS .. 4 mu 0 .. 2 . 10 .. 0 - mom 00-. 10 . airi 6 -- 7 - 7 • • 4 • H. 8 ' 4 • all 5 '' 0 . 1111 1111C31111121111LECELIEN - - • CC 4 = ar CO 4rOC or C dC 2c 56' ID" 7 •I311X31 6 •.. 4 • 7 •• a • ECM 7 ' 9 'DU - .- - . - - - • 04 - - • LICLIME1111111 w ICELLIECILIIICII - - • • u.I lor - '• - * 0111511502; - '' -' lee EIZELIECIONELECE ..00. li - .. - ., 4. - .. - • WM -• - .51111 - - . - .- -, ar ENSICEELLEIMIREI .-• h 1 50 LIM 0 ' 19* - ." - 'EMIL EC311 - .- - lin _,_•_,...... 88 * - '' - • OEM MN= 50• LIIINCEISCEEll •• - - .1 wr cm or cc W CIESICEENCIESILMEN II1C3Il ENIMISISICIEL - .- woo or CrC 25. ' EIMICESIMOSIONSI WEI LECILLESICIESI - -. .... or ego - - • LILEMENEN EMI CEIMEMEILEIM - - -. io - - - • CELECIESILELE ,08- nomegugso - -. - • 1 h.14aIr1222* IL 14. CELEIMEILIZE - •- - 11E11 MIX - - - • IEEE - - -. 1111011111:1101115521121ECICI or onagg - -. -. - .. -• mora.:26.1219 15- MEI - "" - • - ' - MEM aCill - ''` •211111112:1- -- - • w 11:113:111151111:11111111 U EICELEINCM - - - • - • .- - . • •,,,, ?DOC LEIN - - - • MELEE 72'Cic EMI LIMMISELCIESI - - - 7r cc Wan - ." - • an -- - - __ 111311 lansimas - .• - • - •.- • .,... . LL,J 10 r MEL ... - • E-BICILICE '' 1 - .-- LIEELIMICILI = 1? Or 90 17*. 0 0 r ...0 CD 1 1- 1,--I C3 ti 0 • 4.0 0 Cl.. SNOW & WIND MAOOMUM OVERHAND MAXIMUM - 1 OVERHA 11331111.3.1 OVEU1AN0 d LOADING CHARTS MULLION MULLION 0'.9 1 t••9' 1' -6 12' -0' MLAIION NVWON a' -e• j 1' -0. 11•- 6 -0 MULLION 'JULIO 0• -9• I t'•0 11' -1S' 12' -0' k 1 SPAdCIN6 HEIGHT MIA19L1UM ENCLOSURE PROJECTION SPACING HEIGHT " 111.4.311919A ENCLOSURE PROJECTION BPAC+N° li£f311' 54/00161014 ENCLOSURE PROJECTION 135 MPH W4Nt7 90 M1PH'AND 100 61P1-L1MND 1111 LOAD SEARING WALL •SECTION6 Ma' 10••7•I It W. 4• a4• �Li � 19•7 61• �� U'.4•15'•4' l` 1s - 9 • • a 10 • e 16'• 0 �. 99" Li 16'• 0 99•CJC sr '' 19 4 to -. p • .s..i. t6B t °i'• a e 4 • M•. a ' : 131311311310101 t S' - 0 ' 49 ' �I1o 4 • t8'- 0 • - I"- Elmo n 19.4 to •4 19'•0• 108' Is, D -0' 10' I - 4' MO • en TABLE '' -54E Mill a'• 1 p 'EMtzmo -•• ■3m a t 94' 9' -10- omoIZEM 10'• 9 . 11 •• 4 11'• 4 • 1x'.0 • sr MOM 21•• 9 ' 16 • 0 • s g te'. 1 " 17'. 0 ' 14'•10 - oa „ cn 4r CPC 45' CC - CU 1 1e' -0 _ 17•.7' M1fi �� 17••2'an 99• ts'•4- 12'•0' t! 1 u2 50 PSF SNOW LOAD or �� ®12'•11 Loa 14 ' . y to 4 5 7 2 � �� - - 64' �_m� 94' 111111111-...-._.._. x 1 t' 13 ••4•155 ' •2- 10• -0• 44 1111131111RECIMERCIMEN 10'-0• 4a trC 94 1��t0. -1- D SV 13 '" 19 'BM= 10 • • 0 • Mall EKE 5 " 5 • 19 '. 3 'ER ti. 1 e s e 1L>9 > . o Ilea 115121113:11 - ' —IBM 2 CHARTS ARE FOR ®12101111511 ENHANCED HOER »• 9t' ® 4 • e • - • - -. m4E 7 •• 10 .E ae• a • a • e •• 31:� - . - • ®�� , sr 0 4 • e 4 7 2 • - •• - &3" - . _ ,• . - 195. - .• - -- _ •... • - •_ • 109' INIMISMICIESISION t01` 11:112121151 - ._ - .- I ' SWARM OVERHANG FlRN NOSNIUM OVERHANG MAXIMUM ONMI0 MAXIMUM OVERHANG MtWWON MUL t ~ W 0 -a J t'.0' 11' -9' 12' -0' MULLION MULLAH 0'•6' Y•4 11' -6" 12' -0' MLJWON NLIUWON 0'•4' 1 1'.0' I t' -e• 1 2' -0• MIJWOH MWI10'1 p'.9' J 1•-0' 11'.9. 1 2 -0' �: k BPAGINCI te� 9;es MAXIMUM EN0WSLIC9P�RGIEC SPf CIN3_ M,U HEIGHT 0MUN ENCLOSURE PROJECTION SPACING HEOHT LWUMUMENCLOSURE PROJECTION 9PACHS WIGHT P#*I8UMENCLOWREPROJEC7I0N' „�•{ ' its MPH WINO 120 IA PH WIND 140 MPH WIN31 140 I4PH YI1ND i�r E16'' 7'15•- 7' 12•• 4• 14- le'• 7 . l4'•2• 4 5'15 -.4' 94' 14••7 84' 18••7 ".6 111'•5'12'•0• 9.1e' -0• °S' 15.9•15'•0• HI 6•1a••5• 1 IQ16'•9' -4• 9t' 97'•9.14'.4.16••3.94••1• 9e•OIC Ur= e.4'O'C 3 1;PVC `. ` t WED t0•• a'19'•0 1e' -a- :211 19'•19 57'9' CI ica=15'• 1'14'•0•12'•1x• 4e' 12 , a• 1.1'•4• ID T' 0•.p _g = Emig to- • 11 . 15'- 10'14'• tar 1 12'• 4• MOM 10'•2' 8' -11• 104' e`•4.4`•10• r-+ 111131111101101 1 2 1 1 1 2 111131111:11111101111 4 ' • 7 ' _ • - 9 - ' t 0 • T ' . 9 • 9 • • 7 ISIS 64' a'' 10' 7'• 5. 4'• 7' -... J e1' 116' 2 14 • 12'•10' 4 9 WC 9. 'nn 12' -4• ®0 -S t0' 2'� 19• 7 • 3 • 9 9 • - - - •I i CL 49'CJ 46 4 8'GC 3E EM,12' - 10. 11••9 so' 7 '�� ® — Will . -'® �� - �` •- - - - •- - •- "! w 1541' 1 for 1121111 - - - - • - 'Mel lae' - • - • �� sr 111 - .• - till Ellignillil 10111 - •• - 1111111=111151 1 60' GG • e0' CiC 111 4a ro "ate 40• cAC , W C®11C®i�mm 1113111121:111111131 - '• - , 1311111 sr - - • - •ice .• _ • �• - . - - • - - . - • - ' -'mmmm toe' I !l' --- 1 ' r' � 194' � '� =� 1oe• _ . _ .. • - ..... '_ ; .-- 11 - • - • - - WsielnIll r2. I 71•C! °' �� 7T GC . .INra:psgpp' C4 za entimies an W 10°" - • , - - MICEMIMINICE t09' lanai - • ° r-" 109' - - _ - -• - - _ _ _ . - _ -, outman. = tC4' t7 Rt7oeAd0 1- 1e Q1 en O O ftJ 120 O I H 4J O ru 0 t Ln 0 n: SNOW & WIND MAXIMUM OVERHANG MAXIMUM QVEAHANO MAXIMUM Ctrdt1WG a y, LOADING CHARTS MULDON l LIilON 0••a• 11' -0• L 1'.e` J 2•.9 MULLION MUWON 0•-6' I t•.0• I 1'•4' 12'•0' MULLION MUItJGN 0'.4 1 1'•0.1 1'-8' f 2' -0' SPACING : MUSK MAXIMUM 9NCL06UR@ PROJECTION SPAGNO 1.23 MAXIMUM ENCLOSURE PROJ3C11ON SPACING 1106717 • NAXIMUSI ENC2.O6VRE PROJEC'11ON Ea IIPHWIND - 90 MPH WIND 100 MPH WIND 1 I LOAD REARING WALL - SECTION 0 or t9 " 7 • 18'- 7 14" 5 • 13 '. 4 • 44' 14'.7 • 11'• 7 14 • 11'• 4 • 44' 1EIN DIEC11113111 �� sr i _� � � 45' I� 14'• 0 • 13 4 • J0' 14'- 7 • 11 7 14'• 4 • 13'• 4 • �• rrc 01131131111111111111131 9®' insp nu 14'•e•13••4• E4• 14'•7•10••7•14••4•1S'-4 I. T Q c• ■ 11 � c 1 1 �' IU 14' - 6 194' 10'•7•1'J'•7.14'- 4.13••4• 106• 14'•7'10••7 14••4 cri E J WL.� !'4'a aali csc 44' I a'•10 7 • . a • 7 a' •- - l 1 MO -- lEi 7 0 ••1O Z ' - CT I''1P' MP 1J'.10• •• 7 • _ . _ °•.10• 4•. _ CO 41, CJC l �� ■ �� 0 - so' aJOi KEISI rliii I 4S C C o°• a •• 19 4 •• 7 • - • - 4° • cJC 4 • t0 • 9 -' 7 • ; U) 3 ; uz 50 PS SNOW LOAD 1011• 9 -to Ice' 4.• 7 - . - e .• so t' • 9 �� 54• IEiI�� - -• - - • - - . - ' l�SEM F , _ tc� _ . _ Ito- - •• - - -EMMmlS 3 CHARTS ARE FOR ®- • - - . - I� - • - ea• _ . _ _ . _ e4• COMMOXIMENNIZIM A STANDARD HEADER u• - • - - .. • - • _ �• _ . - _ . - _ . - _ ' - ee- - • . - - .. _ - Tr vs ®- - - • .I - 77'C.G t2'c y 2 i I 1oe' - - - • Ma Y4^J maximum OV AMM40 MAXIMUM Ov6Rt1ANC1 I NLUOMUM OVERNANNO MAXIMUM OvERHAN01 MUWON MULLION. 0' -e" [ 1'•0' l 1'.4' 1 2 ' . 0 • IJUWON IUULLIGN 0'•6" t -0' 1' -4' 2' -9' " MUI.UON MUWO14 0'.0' 1' -0 MEM 2' -0• MUUJCf4 MUWOM 0' -e'. } 1' -0. 1 1' -e• I ••0' SpALCg HIIJaFft MAXIUUMENCLOSUREPROJEC110N SPACING IIE]C PAxRlUMENC OSUREPROJECTION SPACING HEJGKT MNOMUMENGI.DSURSPROJBCt1OH SPACING WIMP* MAX04AUMEHCLOSURE PIZCJECT°ON r 110 MPH WINO 120 MPH WIND 130 MPH %M HO 140 MPH WINO �`, 11122111111:1011131131 L 14'•9• 14. 7•tI•- 7.14'•5. 13'•4• 64 I18'.5•119 sr 13'•11 113 9 4, 36 i 15' i ' 14 '• 6• 1e'• 7•t•• 57.14••5•13'•4• I16'- 6 I�E 60' I 13 '` 11• gm 11'•1•10 O! 55•• 7 ' 1A ' EMS . $ I � 1j 4 �. 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SNOW & WIND MAAMA1M OVERHANG LOXIMLAI OVERHANG MANJMUM OVERHANG 2 g LOADING CHARTS MuuJON •MULLION o•.a' !v.v. i 1.-4• I a•.0' MULLION MUIJJO/I 0'. 1'•4• MIMI Muwat4 MUwpit 0' -9- 1'.0• Mizall SPACING HEIGHT MA%JMU1.lENClO61.918PROJECTION ` 9PACIN3 H9e3HT MAMMAL' SPACING I 311 MA70NUM ENCLOSURE P'AaJ9c pi . i SS 1 P 90 k1PK YANG 100 MPf1471ND 099 i f LOAD BEARrNGWAL1.- SECTION G or t9'• e • t9-• 0 • 14•• 6 • 17'- 7 54 11'• 4 • t4•• 0 • 1a'• 8 1T'• 7 • t9-• D •I17•• 7 • ! a' t5 - . 4 • to -- o • 1s s • 15'• o • es• 10/311Ti'• o .11111:111311111 ODE � t9 - . o •SIIKE X 18•• 0 • . 24•00 ••a '�0 19 o ' ta'. o • 'e GC o 101131 1° - 0 .1�M 16'• o • $ 19'- 0 X 16 •• 0 • Qt T B1 _ II J � � '$U 1 N • 19 • 0 • 1 1 1M1' 1t. 4 • 10 . 0 19•• 5 • 16'• 0 • 14 - 0 t '�` „ �j µ' 10'.2 W- X1}1•5'' 1 0 l9 10.2 g p CT 03 Arc U 13•.a• 19••0•�1a'•4 4e . B' /1 11X631ii�16'.0• 41.E 6! t5 ' I k . j 19••8 ta'•0• 95' 113 '•8131/131.1 18••0• Or t1- •;'13••0.1/' -0' W 0o 40 PSF SNOW LOAD HP• b 19'- o ( 1 7•• 2 ' 109' 1_ ____ ____ is- o ' 11'•19• 101• t1•• a • EMENCEE1 14.. 1 • } . NMI COCK �� 4' 1� s®® ®� 11 t - ••-' ce LA_ troy Ir 11••19• I9' 18'•10 11'•8- �� 6a' 15'-8• D - •■• 11. 5.15 , 4. 14'• 2• 90' to••4• 5 '.7 t2'•5' Or 12'•2•L 6 • 6' C3 ta-•4• 2 • 8' -11 • SOC 10 4 151• 1_'•_•- •_' Z CHARTS ARE FOR ��• _ - _ _ • - �� b4 - - l�li' 14 ' 1., - •- - �'!I® ` ENHANCED HEADER 1 11'• 4 • 10'- 3 •-- 10 rrwe e:RR,,.1 7 • - • ea 11 ' 4 . 10'• d 'aux 7'•10' • b '- 7 • ' r$ ' � l0 •10 �= M 1 0' -4 • I '• 010• 77 GC � 1 ' 10'• 2 1' � -'' -' (( W 7 ' - 3 •131EI " 106' - - -13115151151132115 1c9 1 -' • k_1:111:111 1-... 1 MA%1ML1.1 OVERHANG W7UMUM OVERHANG 1.1A71AP.fi1 OVERHANG MAXIMUM OVERHANG •1 '91.UtU0N MuLUCti o••4 11' -0 11'•6. 1 2'•0' MUU2I4 MULLION 0' -4• I t'•8' 11'.3• [2' -o• MVLt10N 61uuJ0 0 • -4' 11••4 11'•0 12••0• ,MUWON MUWON 4' -a'1 1'•4' 1' 12'•0• C.) E SPAC010 44610I4T ,13.0.9 4".8.4 E1 PRWEATKIN SPACING j MGM 1AA7S7MLM EN17l06A)RE PROJECTION BPACING HEIGHT M0.9WALA, ENCLO4URE PROJFCOCE4 SPACING HEIOHt MAXIMUM BIC1C61HLE -9 110 MPH YAND 120 MPH W1783 150 MPH WIND 140 MPH WIND • Min t4'•9• 0.18'- 8.17'•7• 54' 14'• 1=11 - 1121:1131EIRECIall EMI DU is - a •1115:113131; , i [ 94'• 0 • 11 - 0 • 11211311111 D r IMMO 11!•• 8 19'• 0 ' ta'- b • 13 - 0 wc 111:21 19'• 0 1a'• 4 • 11'• 0 • 11• on t9'• 0 •f ta'- 0 • * 0 or= C3 36" CC E" -' 19-• 16'•0• 1a'•3.19 S=19 '•0.17' -0' E �E -i' ne 909' m � 15 t9-- 0. 1I••4•••7 14••4 »'•5.72••9' 101' 10' -2 •�� 106 _'• -. " - $C' a c 14 - 11'•3.'• •• 2 0.79• 10' - 7• 1113011 5t• Eon T'- 10 7'IIIMIN J ii . 1 I-1a•- 0. 17'•0' 45•� � - 16'• 1� la'.3• 19' 12'•10 -10' . 1 E 7•'0•� A ric CM x 109'• 1311:111312 4 8 ' COCK OVEN UZI - tD6' -. •. _ 10r - . _ _ • ~ 3 8 • 7 6 5 • 2 • - •- • - • _' �� ea 12 s • It' • 2 • 10' o es• 1 •t - ••- - -- MN - w 6 �_��` -- • i 6' - .� - ._ _ ._•® �' - ••- - tn 10b• I _ - .- • • - t 98'• - - - - • �' - - "" �� 1 • . � = =� or* w$ tt • ar BM - - - - - • * • • • ®�I s' -- �- -_ • a' I- - • -Milli . .�1� -' - '�I�;9.�: 77 69 ` - I � - 7rcrc 6S• - 95' - ,. •- - • -'I- •- �' _ . _ _ . . _ ... ae• _ •. _ 1�1 1 . . w • afi i . - �I ___ � • 1�� - '' - .5 1iN, _. 19 �- ._' O 105' - - - 'I - -- - .- - -- ��1 �� 103' 1� - -• 1 D432141 h•16 I--• Harm cr.; o• o• ru I (o . CS 1 I- L.-.I 0 ru 0 m 0 o_ SNOW & WIND WW141.1d' - OVERHANG 1WOMUM OVERHANG 6WmtU1a OVERHANG 9i LOADING CHARTS MUwON Muwo ' 0'•6' J t' -o 1 1'•6• I z' -o MUDDY MULLION 0•••• 1' -o mas z'.o• MUUJON MUUJON o'.e' 1' 4 1' -e' 2• -6' SPACMG . Hawn L 6W0?0U91 ENCUPEOREPROJECTION PPAC1NO HE0HT SAMOAN ENCLOSURE PROJECTION SPACING 1699/iT M* 02UM ENCLOSURE PROTECTION I 1 if OH WW2 90 MPH WIND 10011P6t W1N2 I I LOAD SEARIHO WALL - $EC114H or 19••8.16••0.16•• 14• 16••is • 13'•0 . 1l'•6 . 17• -7• IP i ii - -e• 19.0 16'• 17'•7• 3 �. U• 1 19••0.16••8 WOG t9'•6'15' -0 11••6.17••7- WOO 119•• t® 11• 19'•8.16••0.16'•6.17' -7• ECM t9-• 96' 101117i i iii CT 1 / A[� 1 8 1 00' 19''8'19.0 10r 19'•6•_1 � tt'g I 11'• ROIDIESUI CT TABLE "A-40S M' 1 GEM 5•2.9 UTE 11131111 h10- 2'1''0 111113 ica1Q1tt1'•2 I''0 poop z 1 4' ICIER 10'•2•9•• 7'•9• 81 1''01• er _t1'•2•e .0 14 CO 41- CM 1ii 10 - ' 2 - 6 •• a '� 06•�GG uP � 11 •• 3 -� 1 • 5 • {e' rrc 11•• 3 • 10'• 2 • 1'• 0 MEI u� ° . ° 40 PSF SNOW LOAD 1_ I ° 2 . 9 '• 0 • tae' 11 • 2 • 10 - 2 • 6 1a9• min W 0 • '. 2 . 1 .• 0 . 7'• 0 • 2 >K ii • — e 0111201:11121212151 111131111 ®151111eitel - . • 1 7i g LL. sr •• _ ,.. eru+c CHARTS ARE FOR 111101111101=1121112 - - 'C I 11215111:11E11 1111113111 Mall -'' -•® , 1:111131 STANDARD HEADER n . � I 1 - • - ' G - ' – . _ - '' 7r c,G w i EJ i 7TH sr 1 . MINI 1111111151EXIMEIN 10c' 1- - •!itele122 >a• - •- • - .• - - MA746110.1 OVERHANG 20.20MUM ovFAHANG MUMMUN: OVER.Y.ANO M.WMLNI. Ot'EA04 MULLJON MUL1)ON a'•6' 11' -0' 1 1'•6' 12'.0 MUIJLION , MULiWON' 0' - 0. 1 t••0. 11' - 1 3,U 2' 0' P4ON `MULLION ' 0' -0• I r -0' 11'•6' 12• -0 l'IUU.2ON 0'•6• 1 t•'0' 11'•8' 12' -0' ,e•j 4. epAOING IIE10112 MAX1kUM EJ K:Li: URE PROJECTION SPACING • HEIGHT i MAN6wooENCLOSAEO6024EcT6ON SPAGNTI HEIGHT ' MAXIMUS ENCLOSURE PROJECTION 6PAC5NO HEIGHT MAXIMUM ENCLOSURE PRWEC310N " 11 10.- 8 • . 1 3 ' 0 - �9 . t1 0 MPH WINO 120 MPH WIND 110 MPH WIND S40 MPH WIND r+•1 4 t • �1 i9••a . la'•a •I 1� 1 16'• td'•6•' £4 10'•0•16'•I.14•- 4.12' -2 Mil E 2'• t0 tit.. C • 10'• • - �. � �C 1 1 6'' 8 t1 -• 0 • • �, • 61 i® ' 15 " 6 . a 6' GC G 13 12•• 1.0' IV. 3 • 10'- 7 - A 16'- 6 - 19'. 0 - 16'- 6 • � �Iai i6'• 8 '5i 16'. 6 • � 1 � sr 115'.11' 12' -10. min 10 10 7 • 4 g _, 191' $ 19'_ 0'11'•0'16'.6 Eng 320• 11'.7 106' 1___ 7•'11' 6'•7 • 1111Zall- -11111INZIECRIE J EMI 11'`3 -IU01101 se I to 1 9• -7 l S• 7 1 • 84. IIMMFNE11 - .- X17 - 4 8 -3 • — - - ISM Q Kai 11'- 3 `_ 5 •'0 ' 11• 116'- 6•�6• -5• 16• 6' -1 G•1r .7'' 8' I® --- 'I ttcc I6 = 11 8 - 1012310111111111311 —1 � ' 6 ' M 7 1 • . a6•c,O 95• 7 • ti • 5 • 10 • r�® i 11! - • , icy FK31 - • - • to6' I - - 101• _ _ . _ 11131111311111511:11 -'• - -® Wall 5r VC � 6. 1 • - OEM or 11:111211215112E11 - w 1 -- -•�i 'h 1.n i Ile 10d• - . - - �� ' -•. -•� °8- INE - -- '� II - .- - • - i , 1IiIMS 10r 1121:1113ZENCIERESSISI 198' town `1201111121 - • - -MEM ym u...... a m IX- ®--- • ___ ■i Mill - • __ 13111111131 �' - - - � 6t• . - • XI uC1.. CUM Ica w 72." �_ _ 72•cc I 1��1�� Tr" 1 �� - '. - ay. MAC i•2r - _ - - _ - - tai - - -'� - - 111112:111511:111111111:111:111 _ I - .. - .. � rt6 toe• ios ,.1.4o cats It CP O 111 uO d I I— u 0 c3 ru 0 a SNOW & WIND MAYNIO d Ot'ER' ANG , MOAN OVERHANG w ullle1 crraIwANO g LOADING CHARTS Mvwcic Mue.uON 0' - 11'.0• I t'.8' 12' -0• NULLtoi' MULLION 0' - 6• X I t'•6• 12' - 0• MUWON HAWN 0• - 6. 11' - 0' 11••6' 12' - a- SPACLVO HEIGIDT MUSMUMENCLCSURE PROJECTION EPAC1N0 MINT 1.01001203/ ENCLOSURE PROJECTION I SPACING FISEPIT 1 MAXJMLM ENCiiISL E PRO.tE TION 55 MPH WIND 90 MPH WIND 100 MPH WIND LOAD BEARING WALL - SECTION 1 14 1 1 1 2 1 1 3 1 tV• 6 lan 16'- 0 • w a rn 1I -0 • se •• 5 - 1s •• o - e4• 14 15 - a t6•. 0 • 3 01 3e 11' 1133131 15• - 0'1111:11/1310; sr= =�ts'•6- 9 Kai te'•5•19••0 tI••6•;S..0• IEfE ar l 1a• -0 ` 1a'.0• ica. la••0• 0 1!'•4' 0 - $ 16•0 • al TABLE "A -30E" ' 1P I° ° ,<'. 0 t1'. a • $C i5.1 14'. 0 ' ' I 11 •• a' ■ 15 • e 1 • 14'.0 • ,a • o 0 5 • to 4 • 1s' v • t ts°' 1t co woo e1" 1 19•- 6.19• -0 I 16 -'0' ae• 11310=1:1131111K.' 0 ' ye.C,C WA! t1-•0' 1a•.0• a t: ar CC co Dr =10'- 5 . 19• -0 14'.0• 15 •• 1H' mg1 -.0•I 1e'•0• [0 3 q Liz 34 PSF SNOW o E 1 SNOW LO, +a• 19 • e " to • • . tx' =Main 1e'- 4 • 1a • T��'w7! 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U ENCLOSURE6RO.'BCTLON SPACING IIEJOH4 . MAXIMUM ENCLOSURE PR 0 0JEL710N 1 10 MPH WIKD 120 MPH WINO 110 MPH WINO 140 MPH WIND • h ION DUI 19' -0' t6'• 64' 15••6 I le• -0 44' 15'•6 5. 17'- 7•t2 5• i ar 16'- a•is••s•14'- 7.12'•6•, - z • lerc.+c .0 /d• Imo€ 1a'•0 ' . I s • • 6 • 19'- 0 • sa•• 0 ' er 8 1 e ' • 0 . 1e•• • i 8 ' - O a9' 1 5 ' • 6 . 1 5 ' • 0 . 1 1 ' • 4 • 16'- 0 • ae' 1 9 ' • a • la •• 0 . 1a'• 4 • 111 '• 0 • i 0 srGa 98' 14'••• ta ••0' **CC ' '**CC **CC Q I 1a' WO 14' 11.6• n 11 ii 11'• , . I 'j - � e S _ 1 a'• D' id'•0 ' z tar MI i a'. 0 .EONE to •• o • 109' IlaXE us- o • Is • a • IL 106• LEIMEEVENIMEM 10 •- 9 • 106 ' ®- • - • MIN •• • - r"'"• ~ 84 14•.0 -9 12'•10. 10••7• %0'•7 t'• 4'O M4' 11•• %1 7' - 10• aim - .- _J - 6a %5.5.15'- 5.is.. a' 15- . 5.10'- 0 .11' -0• K 16'•1• ter t6••4' S O • - 4' 0'•1 CL GC 11 10'- 5.16'- 0'0� - t5•- 0'14'•11• t2`•6' 1Da' a•.6 -� 49'CrC' - -; =•._ • ...- USE = 10°' 10' 7 a 9 ••' 104 �- • -'� 108' ®�- -- 10a' .- _. - ILI 1- e4' •i s •• 2 • 7 '• 0 • on 54• 7 •••0 • a •• 1 • - .• - 1212121131111121i 1212121131111121i - • - sr 10131511211:11512% - . _ • or 15'• 5 • 15'- 4 • 14'• 1 • 13'• 1 • Sr 12'• 0 . 10' -41' 5 '• 6 ea' �� - •-- e rrcJC • s' MOM - - - • - • - • 1 - • _ • 9'S 1t' -4 10'•4 1 ••4' s• -1 • 6a' _ .. _ ._• 5 ' =En - ' -• ® M ' MEC- ... MU - - _ i1I C • ' 7 6'I rrc+o 1� - ' - ' n. - 44• t• R��I_ _ . �»�: S' • a� II�W- • -'MS - 1- • - - • -• » �r ®® 7 Sr f - - - .. - ® -- . UJ 10a I - - - - - ' 109' - - - - - - _ 100" �I�� • for - • _ - •• - • • • - • - - - 011110 AJ0 1- n.K 110F 21) Cr O O TlJ I Ld O 1-- LJ 0 ru 0 0 o: SNOW & WIND MAXIMUM O lutxtMUU <NEIMANO MAMMA" OVERHANG s 6 LOADING CHARTS 'uuwool ' o'•e• s• o. Egm 2'.0' MUUJICN VAULLK1N 0•.0' 11' -0' 1 1'.4 1 2'•o MULLION MULLION 0• -8' 1'.0' V•4' 1'•0' SPACING H0 0t•rT MAXIMUM ENCLOSURE PROJECTION WAdNO HE/GHT MAX1MJM ENCLOSURE PROJECT/ON 49'ACING HEIGHT MAt011UM FJJCt06UOE PROJECTION 66 MPH 161ND 90 MPH YOMD M 100 IA V ! LOAD BEARING WALL - SECTION G 1111=11111311.16•- o - iite- -o• 64• inn 19'• 16••0• O4• 19'•4.10'•0 11• -5' UV •0• i I sr _ 10•- O' gm 1$ �� CE It6••6. 0•an 16••0• 00' 13111111111:11011:1103 .0 sr c/c aruc 444 1r 10••0.16••0•on = 119'• 6•19'•0 '� 18 , 0' 6e• on 1i•,0'16•• t " TABLE "A-30S" '. i tot' 19'•o• o'•0• 19'•o•to'•0`16' -e 10'•0' 1 06' 8 19• ® 16•• 1.14' -0 ' 12••11 - 9 ` 1 16'• t ' 14 • 12'•11' 1t'• 9 64' 15•• 1.14'- 0 12'•11' z 1 0. 90'. 1 • 14'. 0 11'• 9 • sr CM 14' 0 .0111111111113 $6• 16'• 1 • 14 ' 0 . 12'•11 11' 9 • 00 (1.1 11 W ® 12••1 1 . 11' -9 95' 15''t•14'.0 96' 16••1.14'•0 anti •• 9' i t y '1 C _ 30 PSF SNOW LOAD 1iVi• i 14.-0 12 •11 1110511113111111:1113131131 1 1011 s6'- 1 t l � Meni 0. = VS an 64' 9• -3• !�1 5 ' • 2'7'•0• - - 0'- 5 t -- 6:M BO '0C o' Un 0 6 { yq � CNN NMI �6'- 2.7 '` 0 ` ® 8 ' • 2 . 7 ' • C. 19 ' d ' • 6' ERB 6 -.1 - 111511 •� CHARTS ARE FOR Wan - '' - ' - • - - '' - ' elltal 01111::::11111111 er STANDARD HEADER - - �Ti#CMl� - - - 4P �rr. - .�� 6N T tae I+�RLl1d6��L�� - 72" 06 " 111111111E11111111111111111111111 14. 14. - - - - 1:111111111•111e11111111 w for 1 r ..r_. � ... _ 106' _ - - - - - - 166' - - - - - - MAXIMUM • . • OVERHANG MAXIMUM OVERHANG MAXIMUM OVERWmO WXO►A9•54 OVERHANG MUUJ:44 MULLION 0 ' . 0 ^ 1 1 - . 1 r 1 1 ' • 5 " 1 2 ' - 0 ' MULLION 'MULUCN 0'.8" a g g 2' -6' ML@IJON ■1UUJ014. 0 - - 0 • 1 1 ' • 0 " 1 1 • • 1 1 - 1 2 • - 0 - MULL/ON; 111111.10N 1 0' -6 1'-0'' 1 1 2'.0 5pACNtG N423HT MAXIMUM ENCLOSURE t47W1T 19214 100ACIM4L4 11EIGI4t NA74MUM ENCLOSURE PROJECTION WADING HEIGHT MAXIMUM EN0U30LARe POOJECTWN 5PAL1NG HEIGHT ,1MA20MUM ma.osv14E PRWEC110N 1 ito WPM WIND _ 16G MPH IMIND 130 MPH WIND 14D .*F 64' 10•7 0 . 19•• 0 . 1 0 ' • 6 • 1 6 ' • 0 ' 64' 1 9 •• 0 • IV- 0 • 1 7 ' • 7 . 16'' 8 • E 13'• 6' ®� et- I 13• -1t- 12• -1D 1 10 -- 7 • Nii , � or t0. 6'19'.0.19..5.11••0• 31' 66• 16'- 4.10'- 3. 17'- 7.16'•0• 'it-•6 ►mo 13'•11 "•10 *11" 9'10'• 7• O4 or t i9'.6. 16 -.0' Meal 16'• 16.6 4'13 -2' 13'•t1.12-- 90.11'- 0'10'.7• G 166' 1i 19• -0• t0-• 0• 1C 11311111111:11111131E1111311131 13'- e't2'•7'11'•8 - - - -•- � . at - I 14• 13'- .2 II ••10' 64• I10'•0' UNIUMBRIER e4' 1 e'' OMEN= 1 7'.4' 6•-3'ffleM 9 -I M' 13'•2'12'- 2 0'•10' i0'- 0.9'•7 �fe' -9 ' 12331 I6' I7••4.6'•3• - -' ' C= 48' GC 1311 "�`�- I � I�3f � 4°. `'C WEI • - - '' -- �l� a 2C 8e 13 •2 11 -0' 9'•14• 10 '•6' 9 ••7 1k' w 106' 11••10 • 9 • DU 1 ••4 • toe' I®- •_' EOM - -- '12111213111111:111:11- •- • 106' 1- -- '1:111111111121:1 -•• -' ~ lea 6 1 4 •11' � 6 p. � _' 00 • 11111111111111111 � I� - -- 'MN 1 - -' d5' OT CJC 96. 6''N' - • - 00* 1 ' �" '- •�� W Milani - M 108 �- .-. for 1 03• 1I�� -•' -- �1��-'' -• • •tvrri.. sr 11:1111:11:1115111111:111151111 111131111111111111111:111211:111:1111111 -0- >'2' GC 96' - •- - �� - • - 7 11' CC 66' 1 _ . - . - ' "' '� ={OMB :MX 72 1�� `r: IwxF' sr 111111:11121211131:11112131 Ill 16 _ . _ _ . _ 109 - ' - _ _ ice - _ - - - _ 106' - - - • - OR:76� A-56 I- La0r 1D cr. b O r ■ LO C • 1 H LJ o . .— . c.., (=. SNOW & WIND MASIMUU ' , ovatinktio 1165.3155.61 • oven-uva MARINLIM OVERHANO LOADING CHARTS 510)111051 SILILUCN 0 1 1.-0- i 1.•-e I 2'.O' MULLION 1.415.1.1051 c.11 L ,..0. 1 1..6" 2"•0• MULUOR MULLION 9'• 6' 1 1 1 1 I r-O : SPACE-23 HEIC4-17 MAXIMUM ENCLOSURE PROS5COON EPACZNO HEIGHT 11,500MuN ENCLOSURE' PROJEcnoti BPJ4121149 15:55HT W30511.141 ENCLOSURE PROJECTION I 1 81 MPH WIRD PO MPH VINO • 100 MOH WIRD / I LOAD BEARING WALL - SECTION 0 11111311111:10 iv- 0 UZI 14 - • - IlEal ig'' g ' 1 ° ." 0 MEI 10 •• 0 . ar DEM to •- a • EMI te- 0 • 11 1 ' IS•45 1101111113 t 0 o - 0 3111 11 0 • RC= IV 18 •,• 0 • 19'. 6 max tit-. 0 . u. cm 91' 11:0301111:1132 111-. g ' NNE nix 19 ,. 0 19- • II 0 • Er DENC:20111311:11$4-- 0 • Is , 11P-9 19.0 11.-41 .4. N- 100. 1.- 9 • 11 D *111 5 • 15 0 • E:111 141- g *CEEDICIME It , , 0 " . 199 • 190 11.•6 • 4 • cn 'TABLE " A " -20E paw. se 19 4 • 10*- 12 • 19 8 - 16- 0 • 1011 19 5 • 15 a 'MIS 16 •• a • an co NzIN ENE iv- 0 • is. s • 16'- o . np.a•11. 0 * 1 6%.0 ' 10 • Ica e 0130mg 17 •• 10 • cin 2' 1 90" aNi111 0 • 06••• 6 • 16 0 • 6 n..1 42•CO 411' Cie er ex - W on to.. 0 - Ia.- e • la- 0 • 11 a • ta 0 • 11 6 - 111 0 • Km aux ,.... . no. a • le .. 0 • VS 5 c) UJ ..LD 20 P3F SNOW LOAD . . co Nmn is 6 • 10•• 0 • um ie.- 0 • 1w EMI 0...• o *Da la .. 0 • tor EDEN 1.0, 0 • on is • . • a• 14 D•13 10 7 • - 14- 0 ' M E I 11 '-10 • 10 • • 7 - N : a Il•• 4 • 11 4 i m i s t 6 • •11 • 1 g ,r•C C C M M . 10 6 ' 1 0 . . . 0 l i n 19.- 4 • NEN 10.. 0 • 19 0 . t i m 11 • • 0 ' DP 1 11. 9 • AI 0 • 11 9 111•• 0 u_ 4.5•4ic 60• C.JO ' 167OO ..-.... IrZill 1.1- 8 . 11.. 0 • M15.- 0 • ler 16 5 • 11V- 0 'DIX 15'. 9 ' ar 5 • 19 0 • U.. 0 • 19.-0 • 2 I . n ' 109 E N E 10 .. 0 B i N g II.. 0 - tor 19 •- a • 1 9 ' - 6 1 9 - 0 .1=10E1 16V iv 8 - Emisassa - CHARM ARE FOR 84- 111130EIEEINIC - - • . 44 011EINCSIBUIER - - -' 11311111:1111311311:11 - '• - - NEE ENI.IANCE0 HEADER le* 19 • 115'• 0 • 'IS 6 • 11•• 0 • NEN it ... 0 • 10.. 0 m 13 0 • 11E1111111331 II- 0 010101412 Tett Tr= 14• 19.• 0 • 11 • 19 6 • 10 0 . l e a 3 - - g • 19.- a taNZEMEIR 71. C4C naal IN Illailliffifl 144' 1 4 . - 1 1 ' 16 12'- 9 * 1 1 . - 7 • tor 01 • - 9 • 1 9 ' . . 4 • B '- 2 • 1 .- It • 11312111=11 - -- - -U M I . _ 1,55.411,ILM EIVERNANO WOOMUM oymoono mAxikaam, oral tune NPLIUSIUM OVERHANG MULLION MULLION 0"•5* I 1 ri ,..- I 2' -0 5 551JUJC54 0•• • ' i 1'00 I 1 ' -6 i 2 KILLION MUUSON 0'•6• 1 l'• 0" I 1' - fr I 2'•0 0.11. MULLJON . .0."•11' 1 1 1 1 -11• I V - 0 . ) apAallo limonr MARMON ENOLCOUR8 PROJECTION SPACIS73 HIEGHT 'MAXIMA ElveLosuRE Pao-VcrroN , SPAGNO HEIGHT . MAJ.256JM ENCLOSURE PROJECTION SPAM* KEIC.441 554.10NOMEteLOSURE pao.teemoN , 4 .t _ A 1 1 0 MPH WINO 120 MPH WINO 130 MPli WINO 140 MRIVAND • cool i MIMI JP. a • la ** 6 . IDI131 NV- 0 • 55" 145 r• 0 • 10 11 • 11 IV 1 19 •• a • ma 17 7 • 14 9 • IV 16- a . 15• I • 14.• 7 • 15 5 61' Ion 19'. . . 1... a • 19 • • 0 • D P ta•- a • 16 •- 0 ,. tit*. 6 • 11•• 0 • K3Ni 10 -10..0•10--o• 56 Nen oN:ENNNII.-0•15.-o• • .2■‘ 35"OC per 112X13 1,. 0 -CIO la •• 0 • 34•CC tr 10 • 05.• .6 • 11 1.14 0. 3IrC4C NEN' ,• .. 4 - 11 0 • 11 , 4 • tt .- 0 • 55' CM 111.- 0 • 15s 6 ' ia • • 0 • k 4 ,C., 19 •• el • 19 0 • 46 5 - 16 0 . Baal la*. e - is , . u • um , .. 2 • 0.• 10.. 2 • mu 7' •- 11' 6 •• T • II•••• 1 1: :' 1 1. 1: : : 19 1 b a 1: :: I : 1 4 ' 12 11 1 10 7 • 9 , 5 .. 101111101131111:111313113111E egr MU 7 ••19 • 6 -- 7 • - '• - • - - I ' -1 9 - 9 - 1 5 - 0 - 1 5 ' - 0 - 1 9 - 93' 14 a • 00'. 0 • 19 5 • 14 .- 0 • r ot 1111311111:111:11MEGOICI la - 0 - ta• cam V" - CM II'. 1- 1 i cc iv CJC 411•cio 4 me 46*c.c 10, 0 - Ir. 0 - =II.- • E0-• 10 •• 6 • 19*- 0 19- 6 * 11 0 • 15 la •• 2 • 12 10• er - - -. am . 0 • . .• 1 DIENEME1113231 ..... . w ME= EILIIIIMMERCE (4 ' 5 ., . 104* 8 • • 6 • 7 "3 '9 .• 1 • - '- - • 106.• - •• - • 111111 - .. - • igr - '' - • 1111131111121 - •• - • .-- Illeal usitzu T ** a • a -. 2 - 64• 7 ...IV' 6 .• a • -.• - • - .• - • - - ,• _ ...... ....... • - •... • . szN ID 6 • 19.0 • 19 16 0 • ar 11--ii , 14 15 8 114.- 6 • 4r ICEElli 10 - 4 - MEE 4'. 9 - _ ..- . - ....II 5fr cm 00'00 St C.c Kr C.0 Nzim vv. 3 • 1 .- S • 15 1 • 14 • Er , 10 • 4 '• 1 • 7 . ..Si - . 6 ". 7 • 11110111111:111XMISMENIN - -- - m ME211I - .- -CI= 102' 11211131111511111212031 1111311131115151011121112 - '• - - ... u-, ICIIIIIIMMIZINEM - - • • • 44 - - - - COSICION - - • _ 11 ..,,, MIEN 4 -- g "MIEGIENEE il .• 5 • 11: 9 ...ID' 7 , 6 • 5 , 5 . - .. - . . •-• 770C 72"Ort 11111111 - •.- • III 77'CIO ...--, 72." MEM ONIE153 - -• - - - - - , . LLI 109' - .- - • - ."- • - •- - • - ... - • 1 109- IESINESSICEISI - - - • - us- - .• - - - '. .- • - - - - - '- - _ • .0300..040 = 1-- 14F 20 . _____________* ..., cr. cz ru ...0 a 1 1..._.1 cz, ru O cr. 0 0 SNOW & WIND MAXIMUM i OVERHANG M6X11.1t,•nt OVERHANG SUM OVERHANG r g 1 LOADING CHARTS Muwoe1 MULLION o' -6' J 1' -0• I,'1' -6' 12• -0' MULLION - MULLION 0'•6• 11'•0• I I 12' -0• • MXUJON MU1.1kJN 0'.6 11' -0' I i' -6' 1 2' -o• SPACING HEIGHT P1A49MUM ENCLOSURE PROJECTION SPACING MGM MAXIMUM EJNCLJ38IJ'RE PROJECTION SPACING NEWT MAOMUM ENCLOSURE PROJECTION $S MPH WN M MP1I WIND t00 MPH MIND LOAD DEARING WALL - SECTION (3 04 11•.8 ;la ••0 -0• Sr 18• -0 11 15••0• °4' 116'•8' min 1*'•8'11' -o' I i 1 M , $r 1 / ' - a • lg.-0 to-- 6 • . 1 a ' • 4 • s6'G'^ ` 1 1 8 ' • a • 1e.. 0 • t6 - . 6 • 13'. • 4 6 I19'. 6 • 19•• o te'• 6 • 1d'- a • I# • -.a er 1D'•a• t8:.0- te'•a•1e••a•' 9e' �19'•9•II'•o•le -•e 19'.4• e6• 1 mmi la•a.is.•a• . R ' - 10r 10'• a 'to o • i6'- e • 1e'• 0 • 1C• 19 •• e • 71 o • it'• a ':1e•• 0 • tar 1131Mantan 1e •• 0' 0 �L 11 ��+�� Ee I1• 11 4 • to o • 1E •• 8 ' 18 0 • • e4' 11'.8 • It -• 0 • 18 •• e • 10'- 0 • 14' ' 16'• 0 • mon 1a.. 4 , ,,.,.• g CO irc u• 11•- 5 • 19 - - 0 • 13'• 4 • 16•• 0 ' . 41'GO °a• - 1a•• o • 10'- 0 • 1r GO at 111111111311611111.01 13'' 4 • ? u p 9• 19'•6 0 te'•a• I te'•0' 93• ia'•1•16•- 7.14••4'13-•4' 0 U3 20 PSF SNOW LOAD 101' \19•• e • 19'- a • t e ' - 4 • is •• o • toe' to -• 4 - 1a'- o • 16'- o ' 106* t6•• 8 ' 16'• 7 • 14 -0 • 1S•• 4 • LLI 1e a - o 12 -• It ^ 1 S • i p 1 0 ' . • 12'•4 10 • -a • er 0 3 lin 9 • •0 • 6 •e s - sr 14'•a•12'•1t•tt••i0.10'•7• 8,r 8,r 18' -4• 11•- 2. 10••0• °C Io• - 3 • 8••0'0• -e' n , LL Ear co 6C GC 91. �� 10• "0•- biYGC 08' 10••3• a' O• 5 a 0 ••... 44' 11'. 0 . 1a'•41•ii••1D•1.2'•7 Z 108• 1 4 ' • 0 . 1 2 • - 1 1 . 1 1 ' • 1 0 . 1 0 • • 7 • OW I 1 3 ' - 4 . 1 2 ' • 4 . 1 1 ' - 2 . 1 4 ' • 0 • 101' 1 0 ' - 3 . 1 ' • 2 a ' • 0 ' s ' • 8 - CHARTS ARE F O R 11• 8 - 4 5 - 6 7 ' - 1 - . ' . - P P 8' -tt• 7 -10.6 e • - •- ee• ISOMISMICUS_ ,_ '•'J STANDARD HEADER - 7 •10• 9' • 4 • 6 • 3 • 7 t - •• 22' 44 1 4 • t s 1 - I MEM 0 r • to - - - • es � � - - • il 4' - � '• -- - .. • i 2 -C � t 08' 104' 8 4 0 •• 3 7 1 • - ••- 109' Iii 7 -10•- 104• ._ _ .. _ _ MAXIMX6,1 4JVER0-W10 W.XIMUM OVERHANG MARJNVa1 OVERHANG MAXIMUM OVEtHAANG JON MUU MLLION , 0'-6 1 1 ' - 0 ' 1 . t ••e • 12' -O• E1.ULEON MULLION 0'-e' 0 1` -e' 1 1'.6 1 2 ' • ' ;MULLEIN MULLION 0'.e• 1 1 • • 0 • ! 1' -6' 1 2 ' . 0 - 1 9 1 5 1 3 0 0 1 0 1 0 1 0 , 4 ; 0 1 1 ' - 0 ' 11'•6 J 2' - a e S'PACINO HEIGHT M113916MENCLOEVREPROJECTION SPACING HEIGHT MAJ0ML01a€t€ICt00UREPROJECTEON SNOW molt MA10MUtt ENCLOSURE PROJECt8DN SPACLNO 01819117 60 PROJECTION . 0g., 11 O MPH WIND r 120 MPH WIND 12o MPH WIND 144 MPH M1ND e4• 19'•6 10••0.16' - 6'10'•0• 84' 11120113EMEDIEE te••0 -' 44' 18'•1•t6•• S'14'•4.18'•3' E4' gmEmainal11 ... 1. 10' , 7• 36• CA • e1' 11'•5 0'16••0 �, or 116• - 8•O 17'•7 -6• �• or Iie. -a.11- 6' 14••4 . 13• -2• � c �12•.f0. ia• -7• ca 96' 10••0 ? M 16• -6' j 17'•7.18'•0• ''-- (16 -.6 �� Dolt1a••to 11'- a• t0' -7' 4 = 106' 10' -9 • 0. 13'•8.18'•0' 109' 110-. 6'1117.7 • 101" 16 6 -4• 14e• 10••2'7••11 -" 84' 13'- 3 •:12• - 2 » 0 1--10• � Si ! " � � 110'•s' 9••1 34' 1 •' 9 . 1'• 7••4' .- - •• -••_• 421'010 e6• t3 2 . 12'- 2 . 1 1 • • 9 - 5 •• 10 • 48r CA 'aelw 10 • 8 ' 5 • 6 ' �. c� 8 , 9 • � 6 ' 1 • • MIS , er 7 -- 4 • LL - •• - • � 3C 111:31013•• 2.12•- 2.11'.0. 9 •.10' 10'- 8 • e •, 9 'OMEN 6 •• 6 .® Or 111111:11110111111:1111111111 1 = = 100" 13• 2 • 12• • 2 • 11 -- p ® - ,_ 9 •10• 3'.a . 1- �- 6 • 1 6 •17' _ ._ _ -- � � •- 14• _ - • -- 1 4' �� B - ..- �,= a4' 6 1 • 8 ••11• -• • - - • - • �� I - • 111211111:1 1=111131 - _ • BO GC WM 120111111211111:11111111 09• e - 1 • 0 •i1' - - - • - CrC • -• ®111511121 OEM -'•- •11111 -'• - ' r ' un - J 1 0 ' - - - ' _ - - - - tae' - . 108• - •• - ' 1:111:111121® 11E11 1:11:1®- ._•11111 1E311 - -_• ® e4' ems -'._• - ._• JOS ra:D4a»0 W 8e' IT 98' ' ' � 72 'GC - '._.'�� , w ` -' i RE.... NMI 1081 1:1121121®1:112 toe 1111:111111111:11 - . _ • ' 0672Qi_ I - • CT O O r O 1 I- u ._ 1 o rn 1 ru 0 41•37-4. 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BEARING tIU!l.K141 SPACNG maw 10171=1.100 PAAJE+CIION 0 B RPM MRJD d SEE TALES A l E SEf IAELES A ffirt1 E 1.10o PEOJE01JO0 1 $G YPH 1Mt1D 0 1.01k 2 t, PObJECI1EN 1 100 WPN I I11 Z t I,td: ROW= • 110 11 1111 • t.SO: PCOIECIIWI 1 121 MPS MOD use PROJtuuN 4 i 30 TRH WV Q 1 , k MARQUE LEAN -TO MARQUE (LEAN -10 LOU P1IO1ECA�I a 114 in *111 ENCLOSURE END�WALL E HON ENCLOSURE FRO WALL ELEVATION TYPICAL MARQUE (LEAN -TO) ENCLOSURE PLAN 4 i 11 :14-1100 EA271 IAII 0W0+3 1 I-- SEE ERISTING SDTUCTURE NOTE t10 rr rr rrirrrrrir rr rr �, ROOF -, •J ION ROOF PALL {J O ROOF PA,>EL Q BOTH OF THESE SIDES WELL BE I ENCLOSED WITH REARM PANELS ---.." Pr • 11111111111111111. , 11111111111111 � HEIGHT SOUD 0 o 1 � - ' a 1 '0 + A � 1 510 1 WWALL OHS DOO 3 -0 :6 -8 ' VD. :1 2I 1 % l 7 � La 'jj ii +I k CL W - SEE NOTE 13 1 TD STD. BEARING IIUWOM SPACING II STD. NON- BEARNG LIU[LION SPACING # YARY TO SUIT STD. M 1 g SEE TABLES A Ihru E SEE TABLES A 1hru t '# — WNEM6 1Np1Hd 30: 1110.04110 a ES 10'11 *1111 c corm mom= a DO 1JR1 Tivo 1.00¢ I1iOJE T E4 a 100 UM 1400 Di O 1.23: MAMA • 110 NPR 01E1 0 1.50k PROJECT W • 170 VPH 14111 s g un CATHWRAL (CABLE) CATHEDRAL. (ABLE 1.T: PRaECtION 0 134 WPM wM °y E NCLOSURE PROJECTION WALL T ELEVATION ENCLOSURE FRONT WALL ELEVATION LAO: Pik1X:7to a 110 wH ' JA M .- TYPICAL CATHEDRAL BAKE) ENCLOSURE KAN i . L0.1.1 10*1110 101-I0Uh *314,3 - J ULSOOt id l. SECDCNS R M lots 0X0 ; walla J 00 AVM ME ARE SIWNN •• St1ILT 3-S3 EYE rn SEE KM 41 JI IL ' Shoot_ 1 G a ru 1 1-- u 0 ru 0 wo co o 1a cL. ii II NOTES AND SPECIFICATIONS I ii il i . GENERAL: STRENGTH OF MATERIALS; Thermal Industries Inc. DREAMSPACE Patio Enclosure Systems have been designed 5) Ali existing wood is to have o minimum specific gravity value of 0.49. Z . r to oppiicable building codes(ICC, BOCA, IC80, SBCCI). The Internationol Code 5) All existing concrete, (standard stone aggregate). is to hove a on CouneitTfourdsrs - the Building Officials and Code Administrators (BOCA) 1999 minimum compressive were of 3000 psi le 28 drys, uj o, Edition. the International Corference of Building Officials (IC80), and the Southern 7) AI structural components of this enclosure system. (except soI'd Lid o Budding Code Congress international (SBCC1) - created the International Building ponets), ore of alloy and temper 6063 -T6 unless specifically noted n; - o Codes in response to technical disporittes among the three sets of model codes otherwise. t-- ' Lo used throughout the United States. 8) Typical composite roof panels shall include alloy 3105 -H154 or ht254 N y co aluminum skins with 1.51, /cult. expanded polystyrene core The manufacturer is a charter member of the National Sunroom Association, and far 3" and 1}) /cu.ft. expanded polystyrene core for r. Z is the Sunroom Council of the American Architectural Manufacturing Association. 9) The solid won panels shown shall comply with local building codes. -- . These organizations are working together to create voluntary standards and All exterior portions of the solid wall panel, which are subject to r speelficotione for the enclosure Industry to follow. The manufacturer is an integral water intrusion, shall be fully sealed. < I i participant In evolving charges to the enclosure industry. 10) Where the roar panel span is porallel to the existing wail of the 2 EX 1 Patio carers and enclosure systems can be attached to or detcched from the residence, the adequacy of the existing wall support structure, primary home. (studs, headers, beams, etc,) shall be verified by an independent 1 source for the attachment of the ridge beam. The adequacy of DESIGN LOADS; the existing framing is not o part of this design or cpproval. - 1) The bearing system aluminum exirusians have been designed for toad MISCELLANEOUS: combinations required by the American Society of C1vII Engineers, 11) All aluminum in contact with dissimilar materials sho'I be protected �t (ASCE Standard 7 -98), Minimum Design lards for Buildings and Other using oppropdate approved materials ar coatings. "� Structures', (See Tables A thru F. When using tobles to determine 12) All window and doors within the DREAMSPACE Patio Enclosure System have 1 maximum enclosure projection use the smaller of either Lood Bearing been tested in accordance to American Architectural Manufacturing Well Tables or Roof Panel Spans Table) Associotion (AAMA) and shop conform to the requirements of local building 2) Patio covers shod be designed and constructed to sustain, within codes. the stress limits of the International Building Code!s(IBC Appendix 13) For area' that have a frost depth of zero, patio enclosures kt o Chapter 31 -3) International Code Council, all dead loads plus a can be attached to a concrete slob fn good condition with a minimum a minimum vertical live load of 10 pounds per square foot except ' thickness of 3-1/2 /2 inches as long as any column lord does not 0. `� that snow loads shalt be used where such snow loads exceed this exceed 750 pounds. All ether areas, shill/ have o footer j�'�y minimum. Such patio courts ahofl be designed to resist the minimum designed that meets Focal building codes. !i: at wind and seismic loads set forth in the IBC, rx FASTENERS: g a l = f 3) Screws as detailed *holl be sto'nless steel, zinc plated, galvanized x 1— r steel or 2024 -T4 oluminum. Meets 2003 2 g g 0 4) Expansion anchors sha:l be "lflLU Kwfl -Bolt ii" anchors or equivalent • un per Intemattonal Conference of Building Officials, (IC30), Evaluation International Residential Code .. Service Inc. Report no, 4827. The 1/4" dtameter anchors shall hav ' o o minimum cfowable tension value, (in concrete), of 565 pounds. allowoble o r loading c o rn b i n a ions . sot ---,. shear value of 550 pounds and shall have at least 3 Inches between w fasteners in concrete. as -dsoo wAw 1- i - o I Spoil! co _ *ar 0 ru I i.D 0 1 • I-- 1.-J 0 ti 0 0 0 n... .- NEBq'. .....htt tttit Fyn. . / h+4 .„, _ r c, •;; 4.4,�t.4gRQth4 48 tiP d ili `b — S pa El : ': { �i i 1?� � SEAL i y Q d * � E • I ) ( �. _ ittietL 1 CLRiL r i, A Q. {Ma I iCil , l ac y ,, ."••-• ",p4b' * . i ,a -> , Si ?r ; 91 Ng 9 . I eve a � •a , fA99{ - —_ 4 1, 1 4 ] ..... y'� k..„Nh °�a £' Li Q, - ._i3 _.. a x911 _ till 5. ....y. Ito ._ -! _ ._..._. ttgttttr '.a _ Z - N f � 1 . _ r . i �' Vii.. . 1 ' ....• -..... ,�yE C .1) f� : +�: '•a ....AI,. � d W c ' '1112111 � `• ` �ij � •• ( oc`runn{asa s�� w1�, �} �7 p.... DONALbD 4 1 t � N0t41 * ` 1 i a.• 'i�,• "' E" CO { MOLD D. VEISEL i a 11. •• to . e AlEISEL � sest' e.a .Li+ n'{ = a G? Y > DREOAN r 2 U .tril c T. 1C 1i174f 4 �t �..�tIK.l1 i, �' ��•'lrr.. 4T i f i 0 4 a 1 rP .,' ' t 41311311 4 y�f �. ai tii C i � J y .,. 111 _1 .�..ui5.:. t__ . =i"ift= ..v rr_. • terser 7 i le tta /, ' ...:r Q 13 R _ 1 III 40171 ni+ ,�, ' t N H.� 1 III y�DPESB 4 g tiil p Q ' 1 . 1l� � �� R �,..». 4 on 49 Y 7 • ',��$ N� •; _yLT} �. op U. YF � ' Is! r j �• :FY+ �'A►� ~ 4 { Nn OM A..,„ t 4+ L 0 ¢ 11Adlt r % c/" CytSS i q `,. :. `+ a rwatr 04HhLD tiDYALC D. i � q (1 #1 Rt ` t .� p a Q � y p C ea. {1 ��, I • • f 4 NAi.lI D.1TEIS `{ OOU►too�ta $dig SA�16Et �lscl 3 r?-5:."',.- 11. 1. r id s a2Q4TD smut t • hh ) h y a�J1 7 ad �r {... *$ , h � ` {A 1+� X 4 4 stew „ �Q I nv.A : ' ... f ��,4.� �� `i f; ._ .. " QF OirkL y 'P�1+ t. • `i�l,TF ' .14 IL >. • • 1a i._ , _1 , - S:1!t- i._• r ii:� {lLlllttl ,, IL5I rildl Ei6+13 _ .�' t 404‘.,, SC RIV e 5 1 Enpf o ._. 0 t ,',%* , •k. 3 able of Contents z . 27725 : s = r- lax y CC ! % , ;1 0 4' t^.t tttu tt � ` �o # Engineer Stamps 1 -2 ,� ,, Note and Specifications 3 a Pion and Elevation 4 Q E a S Components 5 '" • ty cn Section Details 6 -7 S D- Loading Ch rts 8 -20 ,� "' [ /� / `- 4-Y 21.2t- • sr 1— DONALD MEISEL P.E. DAVE -tamps . cn • 2 Of an 0 ru up 0 ! I L) 0 O o . 0 4 � y tntim,,, rr r B , G. /�,p�_ _w p ar vrq a� � f +` ilex P . ,, `' fC♦<Yt �'i $Y } Nn.24it J � `` �" � ip'4 v E X a kk F 9 Altf� _ r ?sail l a �� 9 . i,' M a i gll i f ti , � ! y Q'x pAratt '� A Q ► ©aAV !2; i ; I ENGINEER • rya %\ a, IAN _�v ., `,�,,, "�, mo ` 7-7-1 } G D. 4 041. . ht E/s t 4 '4 1 1E rd ia r9 °� b • •+ a t ...• $ w ru o Na 1233 11::7151-2:4)171 3t . ��'' * �f+n neeE { * _ aF k PI�TMO R vt tt o , ' o 'Lon., ti p' ' �,w' g 3510N <L 03, i MAW to `� ...... t' e s's r a rSAt � �` �� , �'itiS QF �a ▪ i ooze. � *° ' CF l�t t • v 1 W 06Tt Cr • *, MI ROW 5 ' + n � � �� 4/113$ LEO M NfI � llu'r iARK WAN K*114 MAC i11010 IUSX1 Pt 3IN! Hu-Gulp •Q fnfr yUL ltlr g D D ; ►Ea o� +r ritwwMrlx 'O $�r`Sg O + � � DA17 ,�ortke•, ` � ` p4 O r I �*¢DF� � 4 �C f DONAL G��tK O • r p Z q YfAUF19it r F }� J OONJU. 9 c:0106.14 a H DAVro t v ? `� 9 tsroa, suit } r ,� v tt i§ • tE1 $ � Mti +iii # d 0. O W 1 frr J _ r ,� 1/4 01•4141/4 p_ o f p Nwi p1°"� 7 t ?� O � OOidS7 t �oNAt. £ � ' � pWA" �'� rJdT w $ Ql Pt' + / _ ' m• mw r t'Nait� J4NAt� Q r ' r moot ::...! A. s..:_. as u•_. '�' • i*_ _. ' r CH) ccoosta.54* � Earpg r � ■. 9 D. , te ; + 00,4 t� r .� r tea• It6tE t40r', ,., Q C' p Table o iant$li s p *T G , . ; � r ►� : O' ESSI% 1 r "" ' b• x F E S i i E f� t+. oou . ENGINEER ¢ �r a a J 0.4."I+u•80, yr s , rp IJt87 fi q 4` s JAt1l , + rf:•r .• 9 : ».. of Page ,, ut ProfessiDal Engineer Slams 1 -2 °c rAtrua IL !!Al! bn lc+swstslns sssor c s�lout mu uwasuTt ,1,,,, ,*+� �+ur ,n�anu � 9 P ` • .,,,,.....w.4,„.. T "�-, s wz~> , Note and Specifications 3 g 4 .4rof lta,+r Plan and Elevation 4 V ��~r... • " "'•�• + r J! ° g"tl ` o�>;tBw, System Components 5 W ; f °°M`to a. aana Section Dates 6 -7 o n: al if' ' watt yi . D o Loadin Churls 8 -2fl ° " /J? ti» . .,. r , NO. CORY t7.s0e ur• S � W o rJ +�r iN'OnS5 0 ,1 V , r r{J 6 alai v'r -prC 462100 w. mums DI -l2tt wow DONALD MEISEt P.E. DATE NIL Re I-- mow lawn E -om 3tA VW9if[ _... oerrr stampsi o rrso 0 0 ru 0 I I- u f= OCT- 06- 2009(TUE) Id:48 THERMAL IND (FAX)860289197d P.0011021 LJ • Z "k"),'.' ' , -'', - -, ,,,) t ott,..1,,_ , ''.....' i', .. ''' ' ; ' 1 - , . - ` - ' 7 "''''t. ' ">- "t !,..Y . C 11 • Z • Y j + .C4) ' :,:" ' i 7'0 ' ; :.- ` fir r P2ug ::'. .:i ,.4 -' . _ Y Uui t + S J ""i +��..,. itii r Er s: '15sail‘ Lj ' n . 3.fl0 $ ,h E OSUR� '1DREAIASPACE 3200 - �� P`1d1 4 HERMAL INDUSTRIES, INC ;p r COVER r ] uoe ow air • wraw.s+ntE •w L/ .ajacow rATro ffiKQ. enspa a of -n3-0M Fkl ?#7.011 mw «aye uII411.401 ■ UlI - U - 2UU`!(IHU) Ii :UJ ItItkNHL 11U lrtimoouco - 3114 THERMAL INDUSTRIES, INC. DREAMSPACE mlo DREAMSPACE. 3200 CUSTOM - Enclosure System Order Form September, 2008 macaw Dreams One Atha Deter y' se Customer 52 1220 Sid es2 �► 'S Ls..b 3 FOS t LF.�3 litteg 132" Nate window & oor locations here. rr, 7 mrrwrr r r � �^mmm^ , r a'>'{ '�arr't r•r r n y ,41 ..� j, W�G''b Ir �`r, st ,';? I 1 +'�:`r r I ,. '� ;Ii %� "d I ��IF.t M� � .. � � p I r i' 4' n Diagram t 'r F r ; , r �t+ e ft t t S . r z I ... Perspective is always from the inside looking out from left to right Use "Diagram A" for window and door layout SLE =Slider window tin =Pads Door ED Entry Door ER = ElectrtcRaat EW = Electric wall HVAC= Heat/AC FM = FHIModute NOTES- Page 6of10 OCT- 01- 2009(THU) 13:09 THERMAL IND (FRX)8602891914 F. UU'jlul1 TIIERMAL INDUSTRIES, INC. J)REAMSPACE 3200 CUSTOM - Enclosure System Order Form September, 2008 DE AMSP Make bur Dm* Cane Afits Dealer Y -inG. Customer Ar Section 6: Patio Doors Legance ll I Patio door 5' ❑ 6' © French style (See top of page 7) Direction of slide Left to slide 1 Right to slide A (Perspective is Inside looking out) Patio door color White O Earthtone ❑ Lc w -E Glass: Peak Performance © Super Peak El Keyed alike Yes © No El Di eamGlas ❑ (List on option page 7 style and color) Area above door: Accent panel r5a Transom *Glass; I See below (41in finished wall height needed is 95" if electric 981 Section 7: Entry Doors ln-swing prehung 3' single entry door ❑ (Low -e glass is standard on entry doors) Swing in right ❑ Swing in left LI (Super Peak & DreamGtas no - vailabte on entry doors) Prep only for dealer supplied 3' 0" x 6' 8" prehung door L NOTE: Dealer supplied 3' prehung door exact size 37 -7116" : -5/8" # IN -SWING ENTRY DOOR f n -swing prehung 6' French style entry door . " 'd° El SvJing in right Q Swing in left ❑ Outside °Utt a, Please Circle Your Selection Prep only for dealer supplied 6' 0" x 6' 8" • rehung door ❑ Stc Ck style IS SDa9PUN Wow with Coat; Glass NOTE: Dealer supplied 6' prehung • • • r exact size 73-3/4" x 81-5/8" NOTE: Forentrydoorsonly,the rctcrcnce is outside looking ht! Entry door color. White • Earthtone ❑ Area above door A. • t panel ❑ *Transom Glass [❑ See below ( *Min fini - , wall height needed is 95" If electric 98 ") P4je$ of10 • ULI- U,- 2UUy[INU) tj :UU INtWNHL 1NU ummoouco3tz14 ,.W.... ... THERMAL INDUSTRIES, INC. DFtEAMSEACE 3200 CUSTOM - Enclosure System Order Form September, 2008 DREAMSPACE Pbtio JSiuta�sut�s Dealer Customer iiaRe ]�aFiaRnsa QoMeAtk�e \ NI-eE rttiN Section 4: Floor Options harmo -Dek 4-112" [` ] 6-1/2" (i 8 -114" 11 10 -1/4" [J 12-1/4" ❑ `R -16 `R 24.3 "R -31.6 'R -39.9 R -48.3 140 degrees F iz3 of floor, Projection: t3Z. " Width: " The exposed bottom of Thermo -Dek panels u st be sealed from exposure to the elements. hr:rmo -Dek with vapor barrier on bottom offloor? Yes. No. ❑ List on option page 7. - anel orientation to house wall: Parallel ❑ Perpendicular ffn WARNING! Do Oat build aielusion ho dealer is responsible for deck construction. Check Local codes. Estetosuresoneandlevered decks NOTES: Section 5: Windows ndow Style SLE 500 siti • ter window style option Price accordingly on page 7. rrldowcolor White Earthtone ow -E Glass Peak Performance [n Super Peak Performance ❑ ernpered glass for SLE 500 orotherwindow styles ❑ (Hat tub, all glass must be tempered) • re a above window Accent panel S OR 'Transom Glass ❑ See below (*Mn i finished wall height needed is 95" W electric top 98 ") ra pezoid area above Accent panel ❑ or Trap glass E ckArea below Accent panel all ED or Sidel LJ 2 [33 ❑ lass kicks Standard glass ❑ or Tempered glass [3 Sidel ❑ 2 u3 ❑ )rE►amGlas ❑ (List locations on dia A page 6 and style, color on option page 7) • uminumfull Screens f 'EEO 0 N Lt DEZ Sty Page 4 of 10 ULI — U CUU7ttJ1U) 13.1410 111[15111 119U 5nnlva.ru�+�.�.+ THERMAL INDUSTRIES, INC. DREAMSPACE 3200 CUSTOM Enclosure System Order Form September, 2008 D Make lbw Dreams Owe Alive Des tier lec, n - Customer POC„DAN Section 2: Roof Options Is the roof going to be shingled Yes El No ❑ IMPORTANT . Note: Shingle manufacturer requires min. 3112 pitch. Ifihemoils to be shingled choosc4 -ply, 5-ply ar 6" exposed OSB roof pond 3" Roof 3 -ply ❑ 3„ 4-piy * 3 ,. 5- pIY * 11 Exposed MB roormart be covered 6" Roof 3-ply ❑ 6" may Exposed OSB ❑ 6" 4 -ply" (l NEW Roof Panels Are Always VVhite,Top & Bottom 0 ational Roof overhang Side 1 " Side 2 " Side 3 " Standard Roof Overhang i nciuding gutter Skylights Fixed quantity Operable quantity (Minimum 1"112" Pitch Required for Skylights) • G :Itter 3" standard extruded: White [j Earthtone iJ Fascia only White ❑ Earthtone ❑ 3" residential "K" gutter prep: White [D Earthtone Q (Not available in the 6" roof) Residential "K" gutter not included. Electric chaseways in roof running feet ' Note locations on diagram A on page s_ CanterMullion JJ Center Panel D Note: Additional support beams and columns may be needed to meet snow load or span requirements and will incur additional costs_ Section 3: Walls Wall Type 3-ply i n 4-ply interior ❑ 4-ply exterior ❑ 5-ply ❑ RDom Color (aluminum extrusions) White • Earthtone TI ASA Luran- InteriorWall Panel Skin White Earthtone ❑ A;A Duran- Exterior Wall Panel Skin White Earthtone ❑ White Aluminum Wall Skin - Interior 0 Exterior ❑ Dacoralive Wall covering - Interior - Style & Color Fill Modules - Please note location on diagram A page 6 Quantity Size: P, walls are factory slope cut unless this box is checked 0 Is.btes: P.ige 3 of 4Q ULI -U - dUUy(IHU) Ij: UU, ItitHRHL 1N1.1 trnA)oouco ,I4 I . Wvvr Wi i TIIERMAL INDUSTRIES, INC. DEEAMSPACE PM Art 3200 CUSTOM - Enclosure ' Vstern Order Form September, 2008 DPatiotend Maks 1 zrTh iu Caw Affi Dmilcr yt { e Customer 2p�. lA1 t't GENES INFORMATION Seaseareas may Wallow roof attaehmenttoMot Please refer to theDS 3200 installationinstruc- Diagram B -1 tions before beginninganenclosureintallation. Copies maybe obtainedatyour local Thermal Pitch t IndustriesInc_branch. Pointe Sara Check local building codes for specific deck & Ataadurent , �' t padrequirements .DonotinstalltheDreamspacE or Enclosure system onacanti levered deckThe Flanging rmished deck or pad must be footed. H wall - - -- Heitht 1Vfinimumroofpitrh I12 "112" Maxim urnmofpitch7"/ 12" Minimum roof pitch with skylights is 1' 112" ShingIeManufacturefsinstallationinstructions Diagram B-2 must be followed! Aminimum3/12pitch is required when applying shingles. Pilch r Thirdparty products mustbeinsta liedaccording tornanufacturus instructions_ Pointot Attachment Window wall modules will be made as large as or Flubbed possiblebasedon snow and windloarl code Hell* Wall requirements. Specificsizsesareavtilablebut -Height mustbe clearly specifi edon this orderform using Diagram Atm page 6 Caulking, trim coil andfasteners arenot included withtheDreamspacP 3200 Enclosure System. Diagram Pitch r 1 See installation instructions formore details. C Raofloaddeflectionl./t2O" default 4~�est Pointe! t the "Diagram-A" forwindowanddoorlayouton Attachment Finished page 6. or Ringing `' . � 4 Height — 1: — Pm go 2 of 10 - OET- 0 2009(THU) 13: 013, TIERMRL IND (t HX)tibUMINfa r. uuDrui Date Branch P.O Number 3200 CUSTOM- Enclosure - F t tj r sum Ornlor Form September 08 ' "`� t v s _Party . • ., ""''I'i \e S 44OM1 . :i r e Dealer Name: ?� Z ip Code: .. CustomerName Address: .► 1 r k _ � •_.. P - r , s . y A Phone: * Dealer 84 Customer information must be completed on each page or the order will not be processed. as Thermal Industries inc. is not responsible for change orders casts for rooms that are submitted and do not meet engineering specifications and/or code requirements. *Additional support beams and columns may be needed to meet snow load or span requirements and will incur additional costs. __ J Section 1: DS 3200 Room Selection Style Of Room Marquee ❑ Cathedral EA Walls Only" ❑ Sketch on Pg. 9 & 10) Roof only Epee Page 8. Snow Load 3 5 Ibs 1Mnd Load'"' 110 M.P.H — ('"Required for all rooms & walls only orders) Soffit depth Aft "Please indicate on diagram B-1 page 2 Room size Size 1 {1$ " Side 2 t 'Z- 5 " Side 3 132- 2. Side 4 "Side 5 " Side6 " Do . you want the windowsill height adjusted to 24" above the floor to meet the Intemational Residential Code? Yes ❑ This is required when the sill of the window is 72" above grade. Section 613.2 IRC 2006 No E.1 Finished Wall Height The standard finish wall height (FWH) Is determined by the front wall (side 2) of a marquee room and the extension walls (sides 1 & 3) of a cathedral room.. The standard finished wail height with accent panel above with or without electric top is 88-3/4" See pg. 4 section 5 and pg. 5 sections 6 &7 for extra wall height over windows and doors. Total Finished wall height 112-N, " Please indicate on diagram B-1 or 8-2 or C on page 2 NOTE: There is an additional charge for extra height walls over 88414" Enter option on Pg. 7 Eleatic ready chaseways Yes 15KI No ❑ Forwalls ] For roof 1E1 see page 3. Tote/ number of electric ready chaseways for walls 2- Note locations on diagram A on page 6 Hanging Height or Specific Pitch Hanging Height " OR Spedfira/Exact pitch request 3 / I. 7- pitch Please indicate on diagram B -1 or B-2 or C on page 2 Will the enclosure accommodate a hot tub. Yes ❑ No 7 Indicate on diagram A page 6. NOTE: If yes, the whole room must be tempered glass, please price accordingly! Page 1of10 n r t (DRAFT 1 1 SNOW LOAD: 35 WINO LOAD: 110 r1 . a 1 c c awo i 6165 o PRINT APPROVAL 1 I if v I V •J 1 JOS n, PJeauce n dita° >s y °:r rival YANKEE HOME IMPROVEMENT / BO LD AN 6dd r. turai t0 INC, THERMAL IND. c, DREAMSPACE 3200 WHITE /. CATHEDRAL u er " i 'Y,4, ere 64c 3" 4 —PLY ROOF SYSTEM W ,/_,41 , (tee Rri 1 La:1 - a -I rn r- 4.054 4.054 ... TRANSOM - TRANSOM o __-- PANEL PANEL r I SET LEGANCE III SLE 500 PATIO DOOR 88.70 50 -7/16 I FINISHED 85.308 X WALL MODULE HEIGHT HEIGHT LEFT 59 -3 /' 4 1 INCLUDING T SLIDE ELECTRIC ti C n 19157 '- KICK PANEL I , s l t }, f 1 132.000 .-I SIDE 3 (ILO) , WALL H❑BULES WEIGHING 200 POUNDS c DRAWING: iNSLDE LOOKING GUT. OR MORE WILL BE SHIPPED UNASSEMBLED I =, • O It N I ONkFT 1 1 SNOW LOAD: 35 WIND LOADS 110 II c l r_ c OWG # GS HI PRINT APPROVAL I I f Li 1 U.i 10/01/2009 YANKEE HOME IMPROVEMENT / ROLDAN Jo$ N Pleaie ladt y a aval o a rotunda; t a � THERMAL IND. INC. DREAMSPACE 3200 WHITE / CATHEDRAL / -� 3" 4—PLY ROOF SYSTEM W c. h e' G i 6 ale' — 12 1 3.00 14.036' rn 12.000 = OVERHANG c 40 I 5 ' 3 .226 INCLUDING 4. 017 _- ;il!F�: _ ' ``F�18 GUTTER t -ow- / RAP TRA ` '''_ i1ror ,. —r l 88.750 SLE 500 SLE 500 FINISHED 45-11/16 45-11/16 106.802 WALL X X HANGING E jNG 59 -3/4 59 -314 HEIGHT INC ELECTRIC TEMPERED TEMPERED , a al c : - -_ 19.487 19!687 cc Lc uc KICK PANEL KICK PANEL I g. 2.249 ' 2.249 FILL I _ 120.000 FILL SIDE 2 (ILO) MALL MODULES NEIGHING 200 POUNDS c DRAWING: INSIDE LOOKING OUT. DR MORE WILL BE SHIPPED UNASSEMBLED . c c r I1 aun tu LOA ; 2C 1 /11.Lw LOAD ' a I nge $1 1 41"0 r wnu. ...+ Wilms LORD: i i v ElWt1 $165 .. `' I PRINT APPROVAL I 1 # 5165 10/01/2004 R o �6re�, YANKEE HOME IMPROVEMENT / ROLDAN JoS 4 and rotundni to: r THERMAL IND. DREAMSPACE 3200 WHITE / CATHEDRAL -. 64 4 .6. 3" 4 --PLY ROOF SYSTEM u ... , � - 7 _ 4 .. , . r z x r 4.054 4.054 TRANSOM TRANSOM PANEL PANEL r iii t i SLE 500 6FT LEGANCE 111 88.750 PATIO DOOR FINISHED 36-7/16 WALL X i 85.308 HEIGHT 59-3/4 MODULE INCLUDING j R IGHT HEIGHT T ELECTRIC SLIDE tip ! -'� c R 19, •87 1 ICK PANEL 0 47: ir 14 118.000 -I SIDE 1 (ILO) z WALL MODULES WEIGIING 200 POUNDS c DRAWINO INSIDE LOOKINO OUT. OR MORE 'WILL BE SHIPPED UNASSEMBLED ti • Northampton, MA Property Detail rage 1 of z City of M : Residential Property Record Ca New Search PropeMi Type Classification Code Reference Card 1 of 1 Parcel - Location - Zoning - Assessment Map -Block -Lot: 29 - 222 -001 Zoning: Assessmen Location: 120 ACREBROOK DR Neigborhood: 14 Land: #Living Units: 1 Deed Book: 1545 Building: Class: R -101 Deed Page: 714 Total: Dwelling Information Building Sketch Style: Ranch Year Built: 1968 Story Height: 1 Attic: None Basement: Full Total Rooms: 5 Bedrooms: 3 Full Baths: 1 12 Wood Deck Half Baths: 0 Exterior Walls: Frame ° 10 14 Unfinished Area: 0 r Ground Floor Area: 1062 27 i FrlB 26 z ' 1 , i 24 A tip & FG Total Living Area: 1278 1 osz Finished Basement Living Area: 0X0 2z 1 4 E 1 —� C =1 IV Basement Recreation Area: 0 X 120 Woodburning Fireplace 0 / 0 Stacks /Openings: Metal Fireplace 0 / 0 Stacks /Openings: Heat /Central A/C: Basic Warm Heating System: Air Addition Information: Fuel Type: Gas Quality Grade: C Physical Condition: Average Lower 1st Story 2nd Story 3rd St Interior /Exterior: Same Basement One Story Frame Condition /Desirability/Utility: GD One Story Frame Vacant /Dwell /Oby Status: Dwelling 1 http:// www. northamptonassessor. us/ noho /propertydetail.php ?map_no = - 222 -001 &pagec... 10/7/2009 BoViSf fiTat u a on an7 cf Construction Supervisor License License: CS 89442 Expiration: 3 /19/2010 Tr# 20968 Restriction: 00 GERARD J RONAN PO BOX 675 EASTHAMPTON, MA 01027 Commissioner MC; JAfPRO rEAIENT t - Tel .413 =3 15 82 , nut ria(Dr,ive Fax 413- 341 -5259 Nord ampto MA 81060 Toll-Free 877 -88- YANKEE Lic. in MA Cl; NH,YT www yankeehome improvementcom 09/03/2009 14:27 4137829510 KENNEDY ASSOCIATES 0 PAGE 01 886$ NOL V24Odtl09 e ■ , Y .�•* 18011006 9Z 0 tO3 i J � o AV I 116 WNW Su YBmau 3t1. 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GHO3V *r _ EY%e Board of Building Regula ons and Standards ( One Ashburton Place - Room 130.1 Boston, Massachusetts 02108 Home Improvement Contractor Registration Registration: 160584 Type: Private Corporation Expiration: 8/7/2010 Tr# 272291 YANKEE HOME IMPROVEMENT INC GERARD RONAN 82 INDUSTRIAL DRIVE UNIT 2 NORTHAMPTON, MA 01060 Update Address and return card. Mark reason for change. ❑ Address r 1 Renewal Employment Lost Card 3 -CA1 Ca 40M- 08 /08- DBSLIFORMCA108212008 ,f/ ;'7 :e 6 - ommnc+nuvea //� a /1. l (aJdcre`utdea Board of Building Regulations and Standards License or registration valid for individul use only I HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to € - =- Board of Building Regulations and Standards Registration: 160584 One Ashburton Place Rm 1301 Expiration: 8/7/2010 Tr# 272291 Boston, Ma. 02108 Type: Private Corporation YANKEE HOME IMPROVEMENT INC GERARD RONAN 82 INDUSTRIAL DRIVE UNIT 2 NORTHAMPTON, MA 01060 Administrator Not valid without signature SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder : Cc Z 4 r) Pc--) Lf License Number ' o J S r-iu itz c c r /1/5 i but l�r�i 0 Address -, Expiration Dat a il 3 4/ Cz S i Signature Telephone 9. Registered Home Improvement Contractor: Not Applicable ❑ Company Name Registration Number /`v 5 171, v? drt t r,/t" /� Ta 7, W r a i� � //O Address / Expiration a e Telephone / 3 - ( QS, SECTION 10- WORKERS' COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c. 152, § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes ❑ No ❑ 11. - Home Owner Exemption The current exemption for "homeowners" was extended to include Owner- occupied Dwellings of one (1) or two(2) families and to allow such homeowner to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. CMR 780., Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person (s) who own a parcel of land on which he /she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/ or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official, on a form acceptable to the Building Official, that he /she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s) you hire to perform work for you under this permit. The undersigned "homeowner" certifies and assumes responsibility for compliance with the State Building Code, City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable) New House ❑ Addition Replacement Windows Alteration(s) ❑ Roofing n Or Doors E7 Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [E ] Siding [ID] Other [0] Brief Description of Proposed 04t,■i4' Work: Jn! S%")9Z -c.. //7x // St, --'tzc,BM /A/ /' 21 449A4t. E?�t5 rirk Alteration of existing bedroom Yes 7 No Adding new bedroom Yes / No Ojec- Attached Narrative Renovating unfinished basement Yes / No Plans Attached Roll - Sheet sa. If New house and or addition to existing housing, complete the following: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? _ Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No . I. Septic Tank City Sewer Private well City water Supply SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date 6->L4-v,0 / f 4(: M (,` Lqp.. , as Owner /Authorized Agent hereby declare that the statements a d information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print Name •'' Signature of Owner /Agent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Z o Side L: R: L: R: Rear Building Height Bldg. Square Footage Open Space Footage % /f (Lot area minus bldg & paved W ' o y parking) v # of Parking Spaces Fill: (volume & Location) A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO 0 DONT KNOW If! j YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES o IF YES: enter Book Page and /or Document # B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW © YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained ® Obtained ® ,Date Issued: C. Do any signs exist on the property? YES ® NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES ® NO /rt IF YES, describe size, type and location: E. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES © NO ill) IF YES, then a Northampton Storm Water Management Permit from the DPW is required. Department use only Qity of Northampton Status of Permit: `' `Budding Department Curb Cut/Driveway Permit 212 Main Street Sewer /Septic Availability A Room 100 Water/Well Availability C� - 4- Northampton, MA 01060 Two Sets of Structural Plans phone 413-887-1240 Fax 413 - 587 -1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 - SITE INFORMATION 1.1 Property Address: This section to be completed by office 9 AC_ 001/- O b VC Map Lot Unit rt. � C /44 X 10 Zone Overlay District Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: Ylcfif scv /✓� Zt y 4- 1)17A) 4a2© 4-citc- 11 GC Oiti uc- Name (Print) Current Mailing Address: 4-/3 Sk - 74 K Telephone Signature 2.2 Authorized Agent: �J � ) // /t / ) /,`'� /t(�1t/e`�'Kf_r"if GJG / / v s�Cry /- YCc4z, Name (Print) � - Current Mailing Address: d-vO.1 t -Qf w'.J (41) 341 _5 S Signature Telephone SECT'S- ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building 2 �a (a) Building Permit Fee ,72 2. Electrical (b) Estimated Total Cost of Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection Q 6. Total = (1 + 2 + 3 + 4 + 5) Check Number � l y _° This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner /Inspector of Buildings Date File # BP- 2010 -0388 APPLICANT /CONTACT PERSON YANKEE HOME IMPROVEMENT INC ADDRESS/PHONE 82 INDUSTRIAL DR, UNIT 2 NORTHAMPTON (413) 584 -8318 PROPERTY LOCATION 120 ACREBROOK DR MAP 29 PARCEL 222 001 ZONE URA(100) / /WSP THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out gf ✓v Fee Paid 7 jJ ✓ Typeof Construction:_REPLACE 12 X 22 DECK W /10 X 11 SUNROOM New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 89442 3 sets of Plans / Plot Plan T OLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IN RMATION PRESENTED: A pproved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND /OR Special Permit With Site Plan Major Project: Site Plan AND /OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission _ Permit DPW Storm Water Management Demolition Delay � —./! a Signature of Building Official Date ' Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning & Development for more information. .120 $ BRo W,,: BP- 2010 -0388 GIS #: COMMONWEALTH OF MASSACHUSETTS a Y! CITY OF NORTHAMPTON Lot : -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: BUILDING PERMIT Permit # BP- 2010 -0388 Project # JS- 2010 - 000510 Est. Cost: $22000.00 Fee: $55.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: YANKEE HOME IMPROVEMENT INC 89442 ot Si/e( q. ft.): 1 001 8.80 Owner: ROLDAN FRANCISCO M & NELLY E Zoning. URA(100) / /WSP Applicant: YANKEE HOME IMPROVEMENT INC AT: 120 ACREBROOK DR Applicant Address: Phone: Insurance: 82 INDUSTRIAL DR, UNIT 2 (413) 584 - 8318 WC NORTHAMPTONMA01060 ISSUED ON:10/26/2009 0:00:00 TO PERFORM THE FOLLOWING WORK: REPLACE 12 X 22 DECK W /10 X 11 SUNROOM POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace /Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 10/26/2009 0:00:00 $55.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo