13-073 (10) Jr
TABLE I:A.LOWAMF 5PAN5(FEET) POP 6"THICK 5N471MCH PANEL TAT3LE 2:POOF FACTION LOA05(PLF) AT ROOF 51PPORf5 U o C
GENERAL NOTE5 AAA7 5PECEICAflON5
ROOF LIVE/5NOW LOA7(P5F) PANEL ROOF LOAD+/-(P5F) -
co co
17EFLECTION 20 25 50 35 40 45 50 55 60 (ATI)) 10 15 20 25 30 35 40 I 45 50 55 60 1.TIE f7E50"OF ff 5TRUCTU1PPL A.UMIMUM MEWEP5 ANTI CONNEC110N5 HAVE PEEN pn
C090A PEPPOPM P W ACCORDANCE WITH THE f?EQUIEEMENT5 OF THE ALUMINUM A550CIAT10N M516N
L/120 IO 65 90 115 140 165 190 215 240 265 290 315 MANUAL 1994 AND 2000 EDITIONS.
20 19 18 I7 I6 15 I5 14 13 2.0 LE55 OTI ERWI5E NOTED,A DESIGN HOOZONfk WIND LOAD Of 40P5F WA5 U5ED IN THE O- a
L/180 19 18 18 17 I6 14 14 13 12 II 71.5 99 126.5 154 181.5 209 236.5 264 291.5 319 346.5 PE516N OF a ALUMINUM FRAME CONNECtfON5. ::
L/240 19 18 E6 15 14 12 12 II 10 12 18 108 138 168 198 228 258 286 318 348 378 THE LOA17 6MARING COLUMN5 HAVE BEEN M51aEt7 TO WITNSTAW A 40P5F HOOZOWA,WIW V
13 84.5 II7 149.5 182 214,5 247 279.5 312 344.5 377 409. LOA?AND a MAXIMUM AXIAL LOAD OF 32la 35 IN THE COMf3INAAON5 5PECIFED IN THE
TATTLE INCLUPF5 ROOF PANEL DEAD LOADS 1999 60CA,1991 LEK 6th Ed OF THE MA55ACHU5ETT5 5TATE PULPING CODE,2000 VC AW � �
14 91 126 161 196 231 1269 �i225 336 371 406 2003160 PULPING CODES,
3.TH15 ALUMINUM FRAv1ED PATIO ENCLO5Lff WILL 6E CLAP WITH VINYL SNAP ON COVERS. FOR (�
15 97.5 135 172.5 210 247.5 360 397.5 PLkPO5E5 OF CLAPITY T}E VINYL COVES NAVE NOR"PEEN SHOWN ON T1 E MAWING5. O TABLE la:A.LOWAME 5PAN5 POP 3-3/4"THICK EP5/ ALUM 5N\PMCH PANEL 16 104 144 184 224 264 4-ff VINYL WIWOW`AND POR FPAIv1E5 AND T1 EIP CO1 I ECTION t0 ff ALUMINUM FRAME NAVE........- ___. __.____. ___....._ BEEN DESIGNED 6Y",OAKLAJD,NJ FOP A 40P5F WIW LOAD.LIVE ROOF/SNOW LOA7(P5F) I7 110.5 153 195.5 238 280 5•THI5 PATIO ENC1,09, E CAN 6E CON5TPUCTED ON TIAWk?RA W19 DECK5 PROVIDED 1f E DECK L J
!DEFLECTION 20 25 30- 35 40T 45 50 r 55 60 18 117 162 207 252 297 AND If`5 FOOTIN65 NAVE PEEN PPOPEMY ENGINEFRED TO 5AFELYCAPPY T1t ENaO5LfPE AND Z a
CRITERIA E INCLUM5 ROOF PANEL DEAD LOAD5
MCK5 M516N LOA75 O E
----_._. - - -- - - a
L/120 16` 15 14' 13' 12'4" II'8" II !10 6 10 TAi3L 6.THI5 ENCLOM 5Y5TEM 15 LIMITED TQ f'ECPEATION AW OLWOOP LIVING PUVPO5E5 A�715
- -.-- -- TA13LE 3: ALLOWADLE WIND Pf?r55f�FOP NON-AXIAL LOAD BEARING CENTEP MLLLION5
NOf TO 6E U5EL9 A5 A CARPORT;GARAGE OIZ HAPITAME DOOM.
L/180 14' 13 f2 4 11 8 II 10'6 10 9 6 9'
„ „ „ „
__.... -_....-.. ..._ ...._ .__ _ ..... �-
L/240 12'4" 11 8" 11 10' 6'0 10 9 6" 9 . 8,61, 8 COLUMN COLUMN fETC tf MATEPIA S
- (FT)
TA31.E INCLI M5 POOP PANEL DEAD LOA05 SPACING
(PT) 8 9 10 II 12 13 5011-5
A. ALL FOOTING5 SHALL PEAR ON LEVEL( WITHIN 1:12) W151IMP 501L OR APPROVED
4 40 40 40 40 40 40 ENGINEERING FILL WITH AN A.LOWAML 50L 6EAPIN6 CAPACITY OF I000P5F.FO0TfN65 SHALL
6 40 40 40 37 32 27 EXTEND 6ELOW Tit FP05f LINE OF THE LOCALITY.
TAME 4:COLUMN UPLIFT LOAD5(Lf35)
8 40 40 38 30 25 20 CONCRETE
A ALL CONCITTE SWELL CONFORM TO Al ITQUPEMENf5 OF ACI 301 " 5PECIFICA11ON5 FOP
PANEL COLUMN WIND UPLIFT PRESSURE(P5P) TABLE INCLL17E5 ROOF PANEL DEAD LOADS 5TRl fLPA,CONCRETE FOP 13UL12M5.
SPAN SPACING 10 15 20 25 30 35 TABLE 5:REQUIRED 51ZE OF rVa 6EAM TABLE 5 CONf'D:REQUIRED 51ZE Of V1126E 6EAM
(F17 C Fr) P. ALL CONCMTE SNPI.L HAVE A MINIMUM COMPPE55NE STRENGTH OF 3000 P51 AT 28 DAYS
-------.- ___-_______.______ ___---- .__ __ __..____ MV WHEll EYP05EP 10 THE EXTEPIOP ENVPOMENT SHALL RAVE AN ENTRANELI AP CONTENT Lu
IO 4 140 240 340 440 540 640 PANEL ROOF P1176E 6MAM 5PAN(FT) PANEL POOP PIDGE BEAM SPAN(FT) Of 6MTmEN 451 TO 1.07..
SPAN ; LOAD _..._._ _ SPAN LOAD
f0 6 210 360 510 660 810 960 (FT) (FT) 10 !2 14 I6 18 (Pr> (FT) 10 IZ 14 I6 IS C. ALL REIINPORCENG STEEL SFIALL CONFORM TO ASTM AblS 60 KSI DEFPOMED PAPS A11D
A5TM A85 NEW
10 8 280 480 680 680 1080 1280 iii _.. _. -2 PC5 2 PC5
8 Zp 2170 21 ZXS 21740. 21 ZXIZ V, %/i It 2/2XB 2/2X10 2/ZXIZ 9.5"CH 1[25 LVL: L)
20 _ STRUCTURAL ALUMINUM
12 4 168 288 408 528 648 168 _ 2PC5 : 2PC5
25 2/2X8.2/2X10:2/2X12 2/2X12%� 25 21 2X10 21 ZXIZ 21 2X12111.25"LVt'11.25"LW
A.ALL EXTRUStONS SHALL 6E AL 6063-T6 A UMIIAIIM PROVIDED 6Y ENCLOSIPE 51PPLEPS
12 6 252 432 612 192 912 1152 � __--__-- INCORPOPfAtED.
2PC5 i/ 2 PC5 2 PC5 2 PC5
30 21 7X8'21 2XIOI 21 2X12 50 21 2XI0 21 2X12 „ ,
l2 8 336 .576 816 956 1296 1536 _;-_-- -._ _ .--- 9 5-LVL- __--_ _ _.. _.__ __ .--_----,9.5"L\4- 11.25 LW.n� L%. P.POOP PANELS FW L 6E 6 TH�K SAt�7WICPl PANELS MANIPACTf�D 6Y ENG 0511 Q
2 PC5 %j P 2PC5 2 PCS�° 9MES INCOPPOPTATER RE PANEL C0M SHALL 6E EXPANDED POLY5MNE WMTH A z
14 4 {96 336 476 616 756 896 35 2/2X8 2/2X12;2/2X12 35 2/2X10 2/2X12; 2 C5 1 ,f Q
1125 Lbl: _.-- - 9.5 LVL IL25"L4L- fa LVL DEN511Y OF!.5 PCF. 11 E PANEL TOP PND 60rrOM SKINS SHALL f3E 0.024 A f1MINUNI w
4n 212XIn 2 i'i 2 PC5 2 PC5 an i�vf2 2 PC5 2 PC5 i--2PC5 Zi PC5 SI EFINII��t 31Q51 74. Ai tFI�'a7NEL y tlx PANELS 5uai L uaY�A n rn4�� pI UtiM E eq V) r n
14 6 294 504 il4 924 Ik34 1344 .__ yL}11.8p 51ti I4"pVL-, NIUM OF TkiE FEET
........_'_9 5`.f VL_.N25'I _ _ 13OTfOM 5KIN AND A 1/16" 056 TOP SKIN T}E PANEL5 5ML[3E A p O vt ce
MAXI
l4 8 392 61Z 95Z lZSr2 1512 1792 9 20 2/2X8 2/2X8 j 2/ZXtO 2/ZXIZ; 2PC5 IZ ZO 2/ZXB 2/ZXIO;Z/ZXIZ „C 2 C5 (3') WIDE AW SHALL 6E 5LOftEI7 6ETWEEN A-6065-16 I-6EAM5. Z 1-,_i O
_._ 5 LV► 11.25 Lbl: r -
16 4 224 384 544 704 864 1024 25 2/2X8:2/2X101 2/2X12 2PC5 : 2PC5 Zy 2/2X10 2/2X12 2PC5 2PC5 : 2PC5 Q z Q Q
t125` L% __. __ 9.5 LVL 111.25"LW it25 LA. SCREWS a
t�1 O c
2 PC5 2 PC5 2 PC5 2 PC5 2/PC5
16 6 336 576 816 1056 1296 1536 30 2/2X8 2/2X12 2/2X12 30 2/2XIO 2/2X17 a.`MEET METAL 5CPE L 6E 5TAN,E55 51EE , INC PLATT VANIZED 5TEEL OP
-- -- - - N 25 Lbt 1125 LVL} 9 5 LVL 11.2_5"LVI 14"LVL 2024-14 A UMINUM WS SfiA L Z D GAL O Q
16 8 446 766 1088 1408 1128 2048 -- 351- 2/ZXIO'2/ZXf2' 2 PC5 2 PC5 2 PC5 i 2 PC5 2 PC5 2 PC5 2/PC5 -�
2/2X12 9 5"LbL 25"LVL 14"LVI - -
Il.ZS'1 VLili.87"LVL --- __.�5 _.__: II. --!1►.25"LW: 60 OOOP WS 5NC1fLn 6E GALVANI5Ef7 51>EL WITH A MINIMUM 6ENt71NG YELP STPENGiN OF J c�
18 4 252 432 612 792 912 2PC5 2PC5 Z/PC5 2PC5 2PC5 1 2PC5 2/PC5 51. LA6 5CMW5 SHALL HAVE A MINMUM EMMI917MENT DEPTH OP 8 X LAG 5CMW Z LJ d
40 2/ZXfO 2/2XIZ; 40 2/2X12 t Q a = >
9.5 4L.11.25 LA, 14 LVL ! _9 '.0A 11.25'�W 1187'LUI.' 14' m DfAME1EP Inv z
E8 6 378 648 918 1188 (458 "2PC5 2PC5 2PC5 C.WOOD SCREWS fIA L HAVE A MINIMUM PENDING YELP STRENGTH OP 80,000 P51 w >
IO 2O 2/2X8 2/ZXIO'2/ZX12 2/2X121125 LAA I3 20 2/2X8 2/2X12. Z/2XIZ 1125"LVL;U.25"LVL; <
18 8 504 864 1224 1584 1944 _-_ _.__.. _ ___ _ _1_ R CONCkFtE S SHALL 6E ZAMAC NALIN ANCHOR5 WITH 5t T LES NAL OP n
_-..
-2PC5 2PC5 2PC5 2PC5 2 PLS
25 2/2X8 2/2X10 2/2X12 9 5 LA 11.25 L`AL` 25 Z/2X10 2/2X12'9 5'LW "11.25"N-118T'LA EQIAVA ENT. ie tit QF
_ '
20 4 280 480 680 2 PC5 2 PC5 2 PC5 - 2 PC5 2 PC5 2 PC5 Z/PC5 --�,,o
30 2;2X10 2/2X12; 30 2/2X12 $
20 6 420 720 1020 9 5'LPL 11.25'L4L II 25 LVL 9 5`LVL 9 5 LVL �If Z5' LVL 14"L4L O� : DpNAf.D
2 PC5 2 PC5 2 PC5 2 PC5 2 PC5 2 PC5 2/PC5 Y ? = %
20 8 .60 960 1360 2/2X10 2/2X12 35 2/2X12 _ ; DAVID -DATE. OCT 2WS
F J' 9.5 LJI 11.25"LVL 1187 L�iL __. 95"LVL II 25 LVL`lf.B7"LVl 14'LVL o: £IS£L.
- _ - u _
40 2/2X12 2 PC5 2PC5 2 PLS Z/PL5 2/2X12 2 PC5 2PC5- 2 PLS Z/PC5 CIVIL SCAL_: NONE
USE 1A13LLR1ED VALES FOR LPLET LOADS ON CENTER COLUMNS 9.5` LVL .IL25 LVL 11.25"L% 14"L% 9 "L VL 1125`LbL 1[25"L'JL 14 LVI .e•. ks 39zQT
115E 1/2 OF TIE rA3ULMED VA.UF5 POP UPLIFT LOA25 O[3N CO"I? * TABLE INCLUIDE5 ROOF PANEL MAP LOA25 TABBLE PA5EI7 ON 5OUTMVN Pltf No.1 GRADE DIMEN51ONX LUM6EP ANi7 :?o'�f6 s E��' :�y�`Q?• "5
COLuMN5 1.75"N THICK X[.9,F MICPOLLAM LVL 6Y fRU5 J015t rac No. s-s
y rna r u, , ✓wc���, h ,w, ,�, �, IOTA.LOAD17!FI.F(.TI()NLrMIT>G1n(.! l4(?
! { o0
5/16"X 3"LAG 5CMW5CONNUCTNG I6
NMIGER PER 2 , #10 X 3/a"5M5 e 12"
NNJIer�f0�7GE BEAM 5-- �10 X 3/a' SMS
(REFER TO DETAI 515-2 FOR SPPCPJG) 10 X 3/4"SMS X12" CGMECTION FASCIA f0 C/C r&B CONNECTNG f
- - -- - C/L i&B PANEL WaR f0 PANEL I t4N1CLR PER 2 i c/)
o ar
{ ^T
FASCIA PER
I
3-3/4"OR 6"(?OGf t 0-
Q- n e�
i1 3-3/4"OR 6"5M27MCH
t �
N
PANEL ROOF -�— ! u
en y
MUM P2
2 0
5/16"X 3"LAG 50REW5 l c
OR 1/2"THROLM BOLfS N i C
5FE DETPL lb/5-4
EXTEND 51VE LEG5 CF CEIJIER COLUMN fo BoffOM OF
NANIGER. CUB RIDGE BEAM r0 CENTER COLUMN WhH L
CUT WONT PNR7 BPCK LEG5 / ' : Q
4 NO.5/I6"X 3"LA6 5CITW5 C 2 EA 5M)FM
Z
,s OF CENITER COLUMN TO
{ LPLIFf LOAD5 tPTO 1400#,2 NO.I/2 11PU1Gi
i r, BOTTOM OF W6E BEAM E
ELEVATION BOI TS FOR l f'I FT LOADS IPTO 1600#ATJ7 3 N0. ��� '.f�` -c
TIMHER R�'1GE BEAM C REFER 10 �
1/Z"fFROUpi BOLrs FOR IPLFf-OPGS 1P10 2500# /�•�^�nMDER RIDGE BEAM C REFER
fADI E 5 SFEEt 5 FOR RAGE / f / <[
,,,_ , ;. i _ TO TAME 9 5tEEf 9 FOR
FILL FEICNf 2X4:OUfF m SIZES) _
BEAM SIZE PINE No.I Stf1D INSEPfED
r r CUf MONTMV BACK LEG5
Iwo CENTER COLUMN.5fUf7 OF CEMP COLUM f0 AT I
f0 PROVIDE FILL BFARING tt
•.•���NNNhp�/���/
CENTER COLUMN PER 6' CONTPCT Wlnt RIDGE BEAM BOfrOM OF t EDGE BED ``•• . _ ��¢F►jam_f���',,''
13 0196 COLUMN t0 01266 I3�AM I-TAIL o� DONALD
15
g ; D"ID I
5 4 IS_L
VINYL noon/ 16 VIPCAF COLUMN fO VI IGF MA.M CONWflQN LUAlL � ' CIVIL ca
BA5E PER 7 YAWOW FRAME PER 13 5 4
��:�UL 3wtQ• ;� !
(BELOW) �.••��13TER �,�
1/4"X 2"LAG`•CREW @ - 24"c/c VERTICALLY �� •••
24"C/C CONN1EC"TFE EP•.SIDE
5fUD To 4E CENTER COLUMN
For
F FOR IPLIFT LOAD5 ON RIDGE Fo5f IPf0114OWB5*PROVIDE 4 TABLE A AXIAL LOAT75 ON GABLE RAGE 51PPORf P05T f
FILL FEW 2X-5P No.15W '" IFS r #10 X 3/4"5M5 C 2EA SIDE)CONNECiNG iFE CENTER __ ---___--- - -_-_... _--_-__- _. TAME A(CONf'D).AXIAL LOP115 ON GABI E RIDGE SLPPORf POSE
�r=-_�
r - -- ---
ATTACFED r0 CMI-E P05T SLEEVE r - MU ION TO TFE BAS ROOM ROOF W6E BEAM SPAN C FT) -- -- ---- RIDGE BEAM SPfN(If)
WITH 1/4"X 2"LA6 5CREW5 24" FOR LPLIFf LOA05 ON RAGE P05f LIM 204,%%5*8#10 wrim: LOA!)
tt _. ROOM ROOF Lopc� TM a">MS C 4 EA S7ECONkCnNG E CNTR MLLION C FT) + P 10 IZ 14 Ib 18 C� + ' EO f2 4 I6 18 C/C.
ZI 2K4 Ql1�D POP GRAVITY LOADS f0 TFE ME
FORtPLPrLOPl75GREATERniAN2O48LB55PECIPI 14 2p 805 R66 If21 20 2O 1150 1380 1610 1840 2070 1
GREATER TWN 2000-05*. _. __ f
5PECW.ENGINIEEMNG REOInt?FOR CENTEK ENGRJEERINIG 15 REOtbRED 2 _
5 980 ! 1116 1372
*REFER TO tAEi E A SNEET a FOP IPI Fi LOPt75 ON RIGCL 25 1400 I68G 1960 2240 2520 :
- -- -.._
A CLOWN PER 6 --
LBS* POST 30 1155 -1386 1611 �2 30 1650 1980 2310 26-0 = 2970 tit
Refer to Table A sheet 4 for c{aHty 3h 1330 1596 1862 _.__ _ (If- O
lads on ridge post la _ --__- _ _ _---:—. 35 1900 : 2280 ' 2660 3040 i 3420 ; U O
UZI COLUMN fO P A5E PLAN -- � _. ,�_ I �� ,Y
5 a 40 `1505 1806 2107 / --- - --
_ _-_1!rLLL 40 2150 2580 3010 ; 3440 : 3870 O
16 : 2O 920 1104 1288 1412 Q M
Nf;R COLUMN PER n --_-- -- 22 2O 1265 1518 1711 2021 2211 I{
-- ...._.
FILL FEIGFIf 2X4 5W&JSERTED 1/4"c 2"LAG 5CEM 25 1120 1344 1568 179 j 25 _
1540 1848 2156 2464 2712 z o
INfoaNTERC0I.UMN " -- -
r 24 C/C CONAlEC111JCt ---__---_ ___._.._� � Z
CENTER COLUMN f0 2X1 30 1320 1584 1848 2112 - - ; 1 p
815 2[78 2511 2904 : 3261 : CL
ATTPCHM WOFME1000NCTTE5LPDAT fr': FCC UPLIFT LOAP5ONMMP05TIPfO114C1.B5*PROVIDE4#10X "5 1520 1824 2128 2132 - - -- -9 -- 0 ---- � }
BASE PER 4 35 2090 2508 2926 3311 3162 W Q
I T
CENTER COLUMN —_ ___�._ —__ —"_ _ t[
3/-"5M5 C ZEA SIDE)CON1NECtBJG TtE CEPttER MU ION t0 tFE BASE — ✓ ----- Z
Wv FOR UPLIFT LOADZ ON RIDGE P05f 1PfO 20481.85*8#10)(5/4" 40 1720 2061 2408 2752 - U —
l�j 10 2365 2838 3311 3181 4251 !
4%.l/4"X 2"ZAMPC MIN ANIQiG'RS FOR � � � SM5 C-EA Sq�)CONd�CTWG TFE CENTER MVLtGN TO Ti E BASE 18 20 1035 1242 1449 1656 1863
COLUMN LPLFT LOADS*IF to 1080# ° r (*Refer to fate A on Sheet 4 fa Wli(L loads m ridge past) -- -. _ - Zp 13 0 1656 1932 2203 . 2484
2a
b K6.1/4"X 2"ZAMPC ANICHOR5 FOR LPL Fi 1260 1512 176- 2016 2268
c
LOADS*IPTO1360 Z� -25 - --1680 2016 2352 2688 3021
8 W.1/4"X 2"ZNAC ANi'HOR,FOR CENTER � � � � '>� 30 1485 1182 A 20!9 2376 2673 30 1980 2376 2172 l 3168 3564 I
cam"UpI Ff LOADS*IPfO 2048# `i° ATTACHMENT OF BA5E f0 nWER DECK
FOR LPI Ff LOPJ75 N EXCESS OF 2048#`PECIlf ° 3: 1710 X052 2394 2736 3078 : DATE: FEB 2}�z
< . 4#IZ X 2-11 2'WOOD SCREWS FOR CGLUMN IPLFr LON75*I}'T01080# 39 2280 2736 3192 3648 410- 1
ENGINEERING REC1�D ° 40 1935 2322 . 2709 3096 3483 sew E: +s
a ` .• °� h# 12 X 2-112"WOOL SCREWS FOR UPLIFT LOAt75*Ll3(01360# ., _ -O 2580 3(X76 3612 4128 461- ! I
(*Refer to the A`%eet 4 far ri�jc past wtifT.lads) - - _ a ._...._ -...._._... _.. --
X f"LLE W,LVE5 ROOF PANEL DzAP LOADS
8# l2 X 2-112"WOOD xREWS FOR CEPJTER COLIINJ'J Il'I-IFf LOADS* n
IPtO 2048# iNBLE W WIC?ROvr PANEL M,PC LvAD
ONG N0. S-<
Refer to tale A sheet-fa ndae cAm uptifl Icads) ` a
15 PIP6f COLUMN fO(3A5 55�C-QON
5"-
f
3#IOX 5/4"5M5 AT PANEL W/ 5#IOX 5/4"5M5 AT PANEL W/ 6 °0 0
2#10)(5/4"AT I-BEAM FOR FOP IF TO 100 PLF UPLIFT* 2#10 X 5/4"AT I-BEAM POP POP UP TO 100 FLf Ul E� 5-3/4"orb"fltlL Z �
3#10 X 5/4"AT I-BEAM IF TO 200 PLF UPLIFT- 3#10 X 5/4"AT I-KAM IF TO 200 FILE UPLIFT* 54 vv"PNtL m onto
5-5/4"OP b"T"CK 4#10 X 514"AT EACH I-BEAM IF TO 500 Ptf UPLV1'- 4#10 X 5/411 AT EACH mm IF TO X00 PLF UPLIFT- U-) r'
(* Rdef to f"2 sleet 7 fa wliR lead at roof%ppat5) ( Rel'a#e Table 2 sled 7 fa uplil I�at rod slypats) L—_
•''1 r�
SP1�7tMCH PANEL LIJ
4"OF 6" ' =X
-� FASCIA PEP 7 �i " '/ VOOF FA41, /mil ' r) o a
#10X1/2"5M5
29"c/c Vti2fK.P1.LY V) ;e-
i�
VINYL nooP
FPAA �
PEow =' - o
@ 24"W ��
-o
C/
F EA P A!?M PEP 9 BASE PEP 4 '/ FEA&P FPM PEP 2 O C
c
'A5CIA PEP 1
#10X3/4"TEK
FASCIA PEP 2 I SMW @!b°C/C EXISiWG �
t #10 x 5/4"icK 5CMW @ 16"C/c i ` +°— WAPEP PEP B c/c VERTICALLY FOP AffACNMENf f0 k
t
WA7EP PEP 8 ` -lox 3/4"tEK 11MBEP FRAMER WALL 51 1t Z o
5CRW @16"C/C
@ 24"T&B 1 1 i #10 x 3/4"@ 24"c/c �f y 2 No.1/4"X 2"ZAMAC NA9 IN 0
�} ANGiOP5 @ 24"c/c VERTICALLY FOP s= r
FoRIPI�rtoNnoNCENIEKCCLIY+INtPron4aes fBB ATTAMMENTr0MA59 VWALL
U.E 9#10 X 3/4"5M5 COWOMG WAMP TO COLUMN #t0 X 1/2"@ 24"EA SIDE
r 'LnlffLOM5ONC Wk'CaL"4U'rO2O48L65
USE 8#10 X 3/4"5M5 CONPECTM TEAMP TO Cat1MN ---.,—�----``-— #10 x 1/2"5M5 @ 24"c/c
•W? t.table A sled 5 fm--A—uplift 6" ---—-- 2*110 X 1-I/2"5M5 COWCTAIG VENCAU.Y N
#10 X 5/4"5M5 @2411 VERTICALLY = WA ek 5ECT10N t0 Cat1MN EA 51DE BAS PER 9
ATf/+L}qN6 WE135 OF 2 PIECE S a5 NEAW 1"0 im50M (4 fork)
CENTEP COLUMN
�i
41041"5M5 @ 24"C/c5 Sln� WALL CONNECTION TO�XTG ST�UCTUI.'�
PlcTl wunow 1-____ e CO�N�K COLUMN t0 NFAM
CENTEP COLUMN PEP 6 awI?CauMN PEP 6 FQAW MR 15A COPnEP COLUNdJ PEP I 5 3
s_3 CENTEF COLUMN TO HFA2FV 17M , L_ dA�PEQ� #10X3/4"5M5
winnow FPAAf r BASE PEP 4
WIt�OW FPPJv1E PEP I3 pEG I3 �_ f, - --.-t @ 24"c/c VERTICALLY
=--
#10 X 3/4115M5 @2411 VEPTICPLI Y -�-�,. _�
�i
uj
AffACWNG WE05 OF 2 PIECE t t
rap P&Or ;
awk COLUMN Fa UPLIFT oNPs ON amp p SASFf MPH
cauMN U'to Iwa85-
USE 9#!0 x 5/4"5M5 z..— �r ;— D PEWIN20W
FRAME E 15
- COnA!CriNGTEN7ERTOCauMN _ ^
INSfLATED CLA55 POOP%L PEP 5 —
#10 X 1/2"5M5 FOP IPLIFf LOAD5 ON aWk I #I O x 3/4"e 29"
1 4°-1 cawwtpro204eLfs5 76 TRANSOM fO WIN1? W FM 2#IOX I"ATTACFHN6 BAS � f3A5E np-i
@ 24 Cl C EA 51VE I 5-3 ' c/c EA 5Vf
_3 r' ` �,-•.. U 8 410 x 3/4"SMS r0 CaUMN 5ECTION
WWOW/ POOP 2-112"'
M
COtd ECIYJG I7 A7Et?TO CauMtJ WSt1.AZI9 LaP65 _ F
FRAME PEP 13 *Qefer to fable 4 sled 5 fa rd,m y l fL
4
BASE PER 4 I Irk - #10 X 3/4"5M5 °
24"c/c VEPfICAt.LY - � a
_3 DmfoM 2AL 61, R e
E
--
SASH PEP 14
� ZA1 WCENER MUL LION PEP 6 r-li_ G N0.I/• 'A L"LMYA
#10 x 1"zm5
NAA.IN ANCHORS AT 24"C/C O f,;
5 AfTALHMEW OF BASE To fIMBEP PECK BASE PEP 4 @ 24"c/c FOP CONNECTION TO CONCRETE �` LE
5 5 CFWT COLUMN t0 GASP PLAN 44 10 x 1/2"@ 24"Cl C to o
4#12 X 2-112'WOOF SCREWS FOR 2#10 X{"AtTAL11WG BASE I OV a mQ a J
VW KNEE WALL TO COLUMN SECTION t *�
#10 X 5/411 5M5 @ 24"VERTICALLY mP�UMN KP 6 Caw f pat Lopv5*�LP TO 1060 2#12 X 2-112"WOOF 5CREW5 0 Z
ATTACMN6 WEBS OF 2 PC.COLUMN 6#12 X 2-112"WOOF SCREWS FOP COMP,COL UMN TO I3A5� I r/�L AT 24"C/C FOP CONNECTION o}
UPLIFT LOAFS*Ep t0 1360# 7c W NPOW F M� fO KNEE WALL 2 hb.I/4"X 2"LONG ZANK WIN 5 5 f0 r1(uf3ER HECK p
8#12 X 2-112"Woof 5CREVV5 FOR 5-5 t=
410%I"5M5 CENTER Caum UPLIFT Lom5-UPrO ANCIi0P5 @ 24"FOR CONnECTiON t0 De r?CatWJJ�E t 12 POR 51LL TO BASF rFfAIL u I
cowclm 2048# CONCRcTE 5110 5 5 to c.)
OLUMN TO DKE BA5E PEP 4 KNEE WALL a a
R
UW a <Refer to table 4 Sheet 5 for ce Fer 2#12 X 2-112"WOOF 5C,REV6 @ 24" #10 X I"5M5 KOO"VA5F
coNNE(rok7s A5 2.5"MJN `d""OR ) c/C FOR CONnam To UMBER PECK ro coluR caUMN N, MNp1
��NNM
PER NOTE w R ' AfTACHMENf Of BA5E TO CONCRETE SLAB AT
BASE PER 4 (rorA OF 9 SC1�W5) �•`'` ��OF' �'�y���
SECTION 5/5-3 _ ., d CENTER COLUMN #10 X I/ � 2"I/2"Mit 9 No.I/4' X 2 LC1NG ZAVMC :��''--•�•• .J*C'
1 "
d - a
a 1: y @ 24"C/c - MIN ANCHOR5 AT CaUMN FOR , ;_�''DO NA -
�d 4 No.1/4"X 2"ZAMAC NAILIN MICriOPS FOR a a CONClifE 5t to S CONNECTION TO CONCRETE 5LAB D :�^ DATE p.tf 2002
° °R •d cauMNlf'LIfTLOAd25-UP TO 1080# _ ?� ' Oz `Y aP .%' i c� 2
• 6 W.1/4"X 2"ZAMAC ANCN0P5 FOP UPLIFT i TIM6Ek'HECK '-`,
LOAFS*IF 1O 1560:P as d °a' 4 a Sy _ 4#12 X 2 1/2 WOOn SCREWS v 2
a `' coNC rE N9 �" FORCC1nRJECTIONt0TIMBER , .. :SFERZ�.`'4;: DRAWN BY: MJG
e C NT �COLUMN TO�l'A SECTION 8 NO.1/4"X 2"ZAMAC ANCHOR5 FOP aWP v '
1 HECK .-:�F�....... � a
5-3 COLUMNLr IFfLov5'k U'f02040# GG n� DRG N. '-�
(*Refer to fable 5 sheet 5 for rtnter cdmn Iglift IoaJO 5 KNLL WALL TO I3r5 tt?JBEK l7ELK I� .�a �� i_
5-2 CONi.'L�COLUMN 10 6A5L I?FTAIL �' •.,»»tuT���'4�'IP!vi : ` Q 5
} a
2
Poom V" NOTE: ROOM PRO�CtION I BEAM PER 3 2#10 X 1/2"f&6 Z rn
PANEL 5FAN nMDER R17GE 6EAM ANY COMNNAWN OF DOOR5. #10 X 1/2"5M5 3-3/4"OR 6"ROOF @ 24"C/C — N N
5E fADLE 13fff 5 FOR WWOW5.1RAN50%AW KNEE 13 3 @ 24"C/C t&P !'/WEL .-
00 r-
PLLOWPDI ESPANS FOR SIZES ABLE 5 EEf WALLS MAY 9 USED PROVIDED 5 4 5 2 FASCIA PER 2
52 �i ;[~ LWKAfM ARE AgfffPr0. 1 f Exrfm
SAIJDNICF!PANEL ROOF 3 s3 j 5 3 ! / SrtRUCiI
CENTER M&LION PER 6 LJ v
KPZ;MJG WAI MULLION r
I -"-- --- ---- --- ; ( ---- - -- _ o
� I.max —� 1 � / DESIGNED FOP 40 P5F
X// Hmzo1JTAl OAD ArJ7 O r3ASE SECnaJ PER 4
i MAXIMUM A)(K LOAM GOVERNED CENTER MILLION PER 6 ANN,W OW WX DOOR VINYL WMJDOV�l VM I,NWOW 1 VWYL DOOR ;I VMJYL DOOR VINYL WM" f ! DY ROOF PANEL CAPAG" „UER To TABLE 3 FOR UNIT i UNIr �K 4 10 X 3/4 @ COLUMN WiTN U
_ I # i
i ! U W I ! UJIf ! UfJt( LIJY( N.LOWADLE F��Ldtr,`5PACNG AND � i � #10 x 1/2"5M5 @ 6"c/c u 1 Z [
I [ 5 II L[J r 1
i !' i i wwD LOAD COMBMJA110N FOR ° 9 10 X3/4' 505 @ 24' c c TO
! wIM 5 Af COLUMN lPtO 20I'SF FIORfL W1nYi LOA17 PANEL/IRAN oM FRAME 3
14 5 i I 53 I 53 1 53 i T
N 5 4 k NON-BEARING WALL MILLION 10 x I/2"5M5 @ 4"c/c
€ 5 3 11 f — t �/, CENTER COLUMN PER 6
15 10 6 ,fH 5 Af caumN LF'f0 30PSF HoPuz ww LOP1�
12 , s3 5 3 I 5 3 I— // (NON-AXIAL LOAV KAM) � `a I
KNEE WPU s3 j KNEE WALL ` ` !
-� KNEE wALL ,KNEE WALL 6-wm 1'0 y00r CONN alum 12FfA L J
8'MAX B.MAX CORNER COLUMN PER 1 J 8'MAX 8'MAX --� 8'MAX— 5#10 X 5/4,15M5 PER PANEL f&6(6 torAl)PLU5 — �
8'MAX — 8'MAX — COLUMN DESIGNED FOR 40 PSF FASCIA PER 7
COLUMN 5PACMJG COLUMN TKT1 r..[ COLUMN 5PAc6JG COLUMN 5PAcMJG COLUMN 5PACMJG COLUMN SPACING COLUMN 5PACING I#10 X 3/4115M5 M-RAM T&8 20 P5F
MAX ROOM AVIH DETERMMJED BY ALLOWABLE PANEL 5P MUM AXIAL A6 GOVM11V9 F4"5M5 @ I LOW(2 t0 P5F i
BY ROOF PN�rL CA}'ACYrS 2#10 X 3/4"SMS @ I-[SEAM @ 40 PSF .
HORIZOW&LOV(4 TOTAL)
PATIO FNCL05UP� FPONT UVAWN MW MCLOW MOW UVAWN
f j
FOR MASONRY 51FUCTW5 U` `"�-' EXISTNG j
2 4 NO 1/4"X 2"ZAMAC NA IN = `f' yj 5TRU fa
5-2 EXI/nNG�TRIICTI ANCHORS @ 4°SPACING Af END Or .r F
j
PAW COVER CCWCnNG ROOF
WALL OF EXTG STRLYTU'E 5fQUG K'E fO MA50WY WALL /
1-1__ _1—_� l r/
FOP nMBER FRAMED STRICiIkES , , / /
J 2 5Et5 2 OF 2No.5/I6"X 3"LAG % / z
S-MW5 ATfPCHING n t PAf10 ROOF —N,
5TmriILE f0 TFr Two O'ITTERmo5t
SEE PETAL A FOR CONK rCTiOtJ ROOF WCZ BFAM ! 5TUIP5 OF-FIE EXISTING mm FRAMED
OF EDGE or ROOF 5Y51EN TO (�EE�TOME 5 9fff 4 1 5fRUCfm
EXI5fm WALL E0� � SIZES) i 1
1
' I FOR ArfPCFIMENf r0 TIMBER rRAMfD WALL PROVM7E
5/16"X 5"LAG 5CPEw5 OR
" ACING PER 5EC110N 2 EEf 5/2 FOR ATTACHMENf t0 MA50WY PROVMJE
i p
1 A-WALL C-WALL v I/4"X 2"ZAMAC NAJLIN ANCN015 :
(LOAF[SEARING) j j ( LOw cTAVw) p �°-- POOP EDGE �'ii--- 3-3/4"OR 6"THCK PAnO COVER a FOI.LOWAVG 5P,4CMJG Amr5 f0 DoM CA5E5:
[ k X
ROOF St�JCTI� I @ 24"c/c @ 20P5F FIORrZONfaf.WiM7 PRES. � X i
p W 16"c/c @ XT5F HOP17ONrAL IhRJD PRE5 0 .^1
i 2 @ 24"c/c @ 4CF5F HORIZONTAL WEND PRE5. -
i A" VFTAIL A: N26F OF POOP CONNEC110N TO WALL z 1
2 J MINHUM Room W1DM5 A5 FOLL0., e VOOF TO M(A 5Tt?l.1CM CONNECTION MfAIL o
I r NON BEARMJG WN L(B WN L) @ n.5 P5F-1.0 X ROOM PRo.ECnON u c) 1
' [ @ 22.5 P5Fs 1.2 X ROOM PRO-tCWN #10 X 3/4"5M5 @ w }
i B I a--�TF- 4".COwwllf%tv ON GP.AUE REINFORCED PANEI.FIMIC�R PER�
j @ 27.5 P5F-1.4 X ROOM PROICION 12"C/C T&B I
t 5 2 WALL WhH 6X6-W2.OM2.0 ON VAPOR PAW Lj
PATIO ENCLo9mm ? ON 4"CLEPNor Stow ON FrM&STALE
a
9116"X 3"LAGS REWS 4 '� __` Z
POOP 9vu0" _
• d C( C1MJG FIfJJGER TO RM7GE 6EAM
ROCM'AVM k-� t`-- +- Q I
GOVERNED BYALLOWAt�LE ROOF PAIL FANS( EE TAL'LE I SFrET 5 5) — SPALMJG PERFOI L01A[FY tADLE T f f } >
ROOF LOAF(PLF)
I I E 11 i 100 150 2 250 35 w }
PATIO P NCL05l 1 F PLAN _� r001kJG TO BEAR CN A r rm - Ic? I6" 12" 10" 8" !" 6"
#4 cONtINU01J5 f&l3 _, ` sTAOLE 5(t3GRA17E HAS MJu a ,� 1 r ,
flk%F 2 MEET 5 FOR VOL LOADS AT XPPOPtS
MINIMUM SAFE BEPRIIJG �� RIDGE REAM( REFER fO !
1 CA!'AL[T(0r 1000 P5F \ t---J
f, *: . faULE 5 BEET 5 FOR �.,: !O @ 12"C/C T&B 15Cnlc: NTS
4 =
1/2"PLYWOOD SPACER IF LU46 �- 3 5" - '0RG m - 2
3c c vo_ S-2
B '..c.^�, �. DIMENSIONAL LUMBER BEaM 1
�fOUNPATION PFTAIL r a: ,��.� .; C;InG� C3�AM TQ PAWL I TAIL
5-2 t L Of s
dAL
�-- .545" rn a
08" 2.498" 1.603"
I
2.625"
i t
tiJ
I T1 7-,, :D ;:ri
t
i I f I = `
6.0-00" f
O N c
v v it x o 6.442' Q `c
! n ' t f• c y' ALUMINUM 51�I O U
I
0.F ca cQ z A
f
O
( l ( n o
v !
t ALUMINUM CRNEV COLUMN ALUMINUM PANEL HANGFF BASF 0 ALUMINUM 1-5FCflON--OOOf PFAM U ALUMINUM[3A5� 5ILL INSFU 10
3.930" ® tt
f i j 1
! 3.07"
I [ .j-- 2.00 1.222 a
1n '
� ice,•
–/' 1.$�Rf j - Ste4 _
. 1.1'? 3
?_220 543
.08" ,f t �\
µ.
it-- 0.080 i [
i 04 f �` (! t+ I
t�- i?.Ct95 5A5H lN5FPf II
O N N t
L7
u; t✓'S + tp � t�
t{! ( f 0.814 1 -
o I 0 i
s t o Q
0
0.200 0.080 r 0
z ;
U J 1.285
ALUMINUM CEMP MU.LION ALUMINUM VOOF PANEL FASCIA L0 ALUMINUM f3EAKING Wa t-� TV 8 ALUMINUM WAM tOt'Q T
INtMOCK 1N5W)f IZ `_'m a
6.00" t
— 6.00"
v
OF
,.
cc _' ! t 'a� • BONRCD
F
cN = x CN- O :o: IrfEffi€L
:
= i
f
e
1 1
1r �i ��- '-• DkTE; 'E$ 2002 t
3-6 „_52' 3-64 –•
� rr�� <cr,EE: rTs t
VINYL PORT VON12OW fr;NV�0JJ VINYL r1cm WNPOW FM 3a VINYL t)ooy/wimrcW-5-A5H-04 Pf-ML[S-NS R;OCK--- �W"—f—"J0- t-------
DRG
(
i
r
TABLE I:ALLOWABLE 5PAN5(FEET) POP 6"THICK 5ANPM PANEL TABLE 2:POOP ffACT10N LOA05(PUP) At POOP 5lPPORf5 U o
ROOF LIVE/SNOW LOAD(PSF) PANEL POOF LOAV+/-(P5P) GENERPL NQTES ANP SPECEICATIONS Z N N
mcc
PEFLECTION 20 25 30 35 40 45 50 55 60 5PATN 10 15 20 25 30 55 40 45 50 55 60 I.ff PF51GN OF THE 5TPUCTIPA ALUMIMUM MEMMI;5 ANP CONNECTION5 HAVE BEEN /') r-f-
CRITEPIA PUITOPM 12 IN ACCORDANCE MM THE MQUIPEMENT5 OF THE ALUMINUM A550CIAWN PE516N
L/120 20 19 18 17 I6 15 15 14 13 10 65 90 115 140 165 190 215 240 265 290 315 MANUAL 1994 ANP 2000 EVITION5. X
2•UNLE55 OTI EPW15E NMI? A PESIGN HOPIZONf&WIMP LOAV OF 4OP5F WA5 USEP IN THE a
L/180 19 18 18 11 16 14 14 ffl 11 71.5 99 1265 154 1815 209 2365 264 291.5 319 346.5 M51(N OF a ALUMINUM FRAME COt�CTIONS. C
L/240 19 18 {b 15 14 l2 l2
12 76 106 138 168 196 228 258 288 318 348 378 THE LOAV MPRING COLUMN5 HAVE(SEEN PE5I6NEP TO WfH5tAMP A 40PSF HOOZOW&WIND
LOAV ANP THE MAXIMUM AXIAI.LOAIP OF 32701.!35 IN THE COM131NA11ON5 5PFCIFEP IN TIC a
*1 TABLE INC1,1 fPF5 POOP PANEL PEAP LOA05 13 84.5 117 1495 182 214.5 247 279.5 312 344.5 377 409. 1999 DOCA,1997 U13C,6th Ed Of THE MA55ACIWTT5 5TATE BULPING CODE,2000 IBC AND o
14 91 126 161 196 231 266 301 336 371 406 2003 VC PULPING COPE5. _
3.1115 ALUMINUM FPAMEP PA ENQ OSI WILL BE CLAP WITH VINYL SNAP ON COVEPS. POP (}�
15 97.5 135 172.5 210 247.5 285 3225 360 3975? PUl?PO5E5 OF CLARITY THE VINYL COVE15 HAVE NOT'[SEEN SHOWN ON THE PPAWIN65. O
TABLE la:ALLOWABLE 5PAN5 POP 5-3/4"THICK FP5/ ALUM 5ANPWICN PALL I6 104 144 184 224 264 304 344 4.TI�E VINYL WINDOW AND POOP FRAME5 AND TRIP CONNECTION TO 4E ALUMINUM FVX NAVE U <J1
_ ._. _.. .. __.__ _ .._........ ..._..... .__.__ ._ BEEN PESIGIEP BY V13P,OAKLAND,NJ FOP A 4OP5F WIND LOAV. z
UVE ROOF/SNOW LOAIP(P ) 17 110.5 153 195.5 238 280. 323 5.1115 PATIO ENC1,OSIRE CAN 13E CONSTPUCTEP ON TIMBER FRAMED PECKS PROVIDED 11E PECK L=1
PEFLEC110N 20 25 30 35 40 45 50 55 --60~ 18 117 162 201 252 Z97 ANP IT5 FOOANG5 NAVE BEEN PPOPEM-Y ENGW ff12 TO 5AFFLY CARPY TFE ENCL05M MP Z a
CRI1EMA _-- TABLE INCLUPE5 ROOF PANEL MAP LOAP5
_.._ ..__ -- -- - _
PECK5 VC516N LOAIPS p a
6.415 ENCLOf,15RE 5Y5TEM 15 LIMITED TO RECffATION ANP OLM06V LIVING PLWO5E5 ANP 15
-L/120 16' 15 14' 13 12'4" 11'811; II 10 6 10' NOf t0 BE USED A5 A CPRPORf,GARAGE 0P WIMPLE ROOM.
L/180 14' 13 IZ 4"' 11,811. II 10 6" 10 9'61'. 9' T-
TABLF 5: ALLOWABLE WIND PPE55l J�POP NON AXWPL LOAIP 13MARING CENTEP MLLLIONSQ
1. N
__ _ _-- _ _ -- COLUMN HEM MATEPIAL5
L/240 12 4" 11 8" II 10 6" 10 9-611 9' 8 6" 8 COLUMN U
_. (PT)
* fAME INCLUPF5 POOF PANEL PEAP LOAP5 - - SPACING 5011.5
(FT) 8 9 110 II 112 13
A. ALL FOOTINGS 5HALL MAP ON LEVEL( V MIN 1:12) LWI5Tl.MP 50L CV APPROVED
4 40 40 40 40 40 40 ENGINEEPING FILL WITH AN ALLOWABLE 50L BEARING CAPACITY OF 1000P5F.FOOTIN65 51ALL
6 90 40 40 37 32 27
EXTENP MLOW THE FP05f LINE OF 4E LOCALITY.
TABLE 4:COLUMN LPLIFt LOAP5(1,135) 6 40 1 401 38 50 25 20 CONCRETE
A ALL CONCPEtE SHALL CONFORM t0 ALL QUIPFMFNT5 OF ACI 301 " SPECIFICAilONS FOP
PANEL COLUMN WIND UPLIFT PRE55L (P5F) TABLE INCLIJPFS POOP PANEL PEAP LOAFS 5TRU fLPAL CONCWt POP BUILPWG5.
SPAN SPPC) 10 15 20 25 30 55 TABLE 5:MQUIITP SIZE OF WZ BEAM tPBLE 5 CONf'19:REQUIREP 51ZF OF PIPGE BEAM B, &L CONCRETE SHALL HAVE A MINIMUM COMPM55K 5TMN6TH Of 3000 P51 AT 28 PAY5
(FT) (FT)
Ate WIT EXP05EV t0 THE EXTERIOR ENVIROMENf SHALL HAVE AN ENTPA E12 AIR CONTENT
10 4 140 240 340 440 540 640 PANEL ROOF PIPGE BEAM SPAN(FT) PANEL POOF RIPGE BEAM 5PAN(M OF BETWEEN 45% t0 7.0/. uj
SPAN LOAN? _1.111_. _ SPAN LOAF C. ALL MINFOPCING 5TEFL SHALL CONFORM TO A5TM AbfS 60 K51 PFFPOME1713AR5 ANP
10 6 210 360 510 660 810 960 (FT) (FT) 10 12 14 16 18 (FT) (FT) 10 12 14 16 18 ASTM AI85 MESH.
t0 8 280 480 680 680 1080 1280 _._2 PC5 2PC5
8 20 21 2X8 2120 212401 1 21 2XI2 � It 20 21 2X8 21 2X10 21 2X1219.5"Ltti 1125'LVL
12 4 168 286 408 528 648 168 2PC5 S1RUC111?PL ALUMIN fM
- ---
25 Z/2X8 2/2X10:2!2X12 2/2X{2 25 21 2X10. 2/2X12 2/2X12 2PC5 A.ALL EXTRUSION5 5R&I,BE AL 6065-16 ALUMINUM PPOVIPEP 13Y ENCL091ff 5LPPI.ER5
// u.25"1,w 11.25 1,w:
12 6 252 432 612 792 912 1152 - - - — -- r-- -, , __ __ P INCMOKATEP.
30 2!W.21240121 2X12 2 PC5 i/, 30 2/2X10 2/2X12 2 C5 2 PC5 `2 PC5
12 8 336 .516 816 956 1296 1536 ---- __. __ _-- _ -._.- _ 9 5"Lvti _ ._- _ _. 9 5"1,w 111.25"1,w nB7°0A: 13.POOF PANELS SFIALL BE 6 THICK SANDWICH PALLS MANUPPCTL P 13Y ENC1,05Lk�
r 2PC5 2PC5 ( 2PC5 : 2PC5 SLF'PLEPS WCOPPOPfATEP.IIE PANEL CORE SHALL BE EXPANPEP PaY5T1'PENE WITH A Z
14 4 196 336 476 616 756 896 __.-____: _ y_ _ Z/2X8 21 2X12;21 7XI2 - 35 2/ZXlO 2/2X129 5^1,w n.25"1,w 14"1,w_ 0.02411 a
--_-L_-. )r25 114 PEN511Y Of 1.5 PCF. 1I PANEL TOP ANP BOTTOM SK1N5 SHALL BE ALUMINUM w
40 2/�l0:2/2X121 2PC5 2PC5 ,/a 40 ��2X12 2PC5 2 PC5 I 2PC5 2i'PC5 `fFTHINKt(NO, !`74. AL TEPRATIVELY TFIG nA�EL5`NaL1,uA�rE A 0.02-4 Ai Ak�00.1
i4 6 294 504 -114 924 1154 1344 __. _ .�__ . 9_y"L�q IL25 LVI%��/ice/f 9 5". w__2 "L nB7'L\4,;
14 1,w /Ib"0513 MAXIMUM OF TFtE FEET o v
,%- _.__-_ __ n y -2 PC' 2 Pcs-- BOTTOM 5KIN AMP A 7 TOP 5KiN.THE PANEL5 5WI-M A MAXI Q
{4 8 392 672 952 IZ8�2 1512 I79Z 9 ` 20 2/2X8 2/2X8 2/ZXIO 2/2X12 2PC5 12 20 Z/2X8 2/ZXfO,Z/ZXIZ „ (3') WIPE ANIP 5HAL1,M%OfTFP BETWEEN Pl 6065-16 I-MAM5. z w
_9 5' r Vl _11.11 _ 9.5 1,w :11.25 LwF' r O
16 4 -- 224 384 544 704 664 1024 25 21 W.21 2X10;2/2x12; 2 PC5 2 PC5 29 21 2X10: 21 2X12 2PC5 2 PC5 2 PC5 q z Q Q
1125 l.w _.. _ 9.5 1,_w, 11.29"L\4-11.29'Lw.. SOWS O U" a
2 PC5 2 PC5 i 2/2X10 2!ZXI2 2PC5 2PC5 21 PC5, —
tb 6 336 576 816 1056 1296 1536 30 2/2X8 2/ZXIZ 2/2Xt2 30 t METAL SCPE L BE SLAIN E55 StEE , INC PLATE VANIZEP 51EEL OP -
9 5` LVI If 25"LVL 14"1,w a `SEE WS SHAL L Z P GAL IZ< Z n
16 8 448 768 1088 11408 1728 2048 ----_ -- - _
35 2/ZXIO 2/2X12 i Z PC5 2PC5 2PC5 y 2/2X12' 2PC5 2PC5 { 2PC5 2/PC5
2 4 t4 PLLIMINUM �,v o ¢
R.5_ f b1, !I_Z5'r y1,II B7"LVI j 9 5'1,V} 8.25' 1,w 111.25"1,w.; 14' LVL B LAG SCPEWS SHOULD BE GPLVANIP 51EEL tMTN A MINIMUM t3ENPWG YIELD STPENGIN OF J U
18 4 252 432 612 792 972 - 2PC5 2 PC5 21 PC5 2PC5 2PC5 ( 2PC5 2/PC5 : 60.000P51. LAG SCREWS SHALL HAVE A MINIMUM EMMOPMENT DEPTH OF 8 X LAG 5CPEW ¢w= �
40 21 2X10;2/2X12; 40 21 2X12
9,. yt IL25 0A, la I-w 9 5 LFJL II 25"L1411lB7°1,w: I4"1,w DIAMETER �„tai)U z
18 6 378 648 918 1188 1458 ` 2 PC5 _ _ ——11-2 PC5 2PC5 : C.WOQP CPEWS MALL HAVE A MINIMUM BEP)f)ItJG YELP STNGTN OF 80.000 P51 w
IO 20 21 2x8.21 2X10;21 2X12 21 2XI2 it 2� Lw ; 13 20 21 2X8 2/742i2/2X121 Ir.25"Lvti'n.25"LW -1 a
18 8 509 864 1224 1584 1944 __ . _ - 2PC5 2PC5 __... - -----Z PC5 - i2`PC5 2PC5 P.CONCffIY 5 5HALL BE ZAMAC NAIL IN ANCI IOP5 M 5T* �5M 5TEEF1 NAE OR n
Z5 21 2X8 21 2X10:2/2X12 25 2!2X10 2!2XI2 �,, , EQUIVALENT. •�a•• n 1
9 5 Lw. 11.25 L a1, 9 5"LVI.j 11.2, L A.IIB7"0k: SM flit iii
111 .
20 4 280 480 680 2 PC5 -2 PC5 2 PC5 2 PC5 2 PCS 2PC5 2!PC5 ���•, •••••. `��'�'�•
30 2/2xlc 2/2x12; „ 30 21 2x12 .••_.. •.•cam
20 6 420 720 1020 9.5 LA 11.25"I-w 1125 LVL 9 5"Ll 9 5 LVL t U25' LW 14' L\A o�.• DONALD
�u 2 PC5 2 PC5 2 PC5 2 PC5 2 PC5 2 PC5 21 PC5 ? = •-
2/2X10 2/2X12 35 21 ZXIZ _ g ; DAVID �ArE_ OCT zags
20 8 560 960 1360 J' 9.5 LA, t1.25"1,w 1187 1,w; 95"LVL 825 List; LVL 14'LVL = a. - 1`I£fS£L :-4
_ ___ _. _
2-k5-
PC5 2PC5 2 PC5 Z/PC5 ` 2 PC5 2PC5 2 PC5 21 PC5 v= GIVfI_ SCAL== NONE
LYRE T/VULATFP VALLE5 POR UPLIFT LOAP5ON CENTER COLUMNS 40 2/2X12 40 21 2X12 .
9.5' LVL :11.25 LA 11.25"Lw l4"r w 9 "LUL It 25'1,w 111125"L`�t 14 1,w. � ,p t. ks 35:11!11 -Q
_ - - -
USE 112 OF THE TA8LLAIEP VALUES FOR UP!Iff LOAI75 0131 CORNED TABLE INCLt.IPE5 POOF PANEL PEAP LOAPi5 TABLE 13A5EP ON 5OUTHFFN Pltf No.t GRfV7E PlMEN510NAL LUMBER ANP :?O•'•f�STgT`{' 4,4's• D��'4 1': "t�G
CC>I.UMN5 1.75"N THICK X L9F MICPOLLAM,LVL BY TRU5 J015T ��'�•-•. .,•• a`�. / ,ac5NO. 5 s
Y 1-1 C IA 1/1 i nrt nn • nn w_. v» ,r i n.n. T0f&LOAF PrFLP(TlOW L1MITGP 7r I,/?4n
r 5/16"X 3"LPG 5CITW5 CONKECTWG 16 ` Z Cl
PIANCEP PEE?2 10 X 3/4"5M5 e 12" °>
H&KUP.TO PWGE MAM 5.4 #10 X 3/4"5M5
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- �J '~-3" POOM PODP PIDGE WEAN SPAN(FT) t
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WITH i/4"X 2"LPG CAWS 24" „�' - ..._ ~- POP UPLIFT LOA05 ON Wa P05f UPTO 2048%65*8#10 WIGTN LON7 _ A�
3� (FT) +/ P5F 10 12 14 16 18 �Nt7tH
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C/C. _ i X 3/4"5M5(4 EA 5112DCONNECTIN6 Tf E aWk MU ION (Ft) +/ PSF EO i2 t4 Ib 18
21 2X4 MQUIT D POP GPAWY LOA05 �__ ' 1 TO fl-E 6PSE
" FOP IPI ET LOP175 GPEATEP rl lAN 2048 L6s PECIPL 14 20 805 966 1127
ATEP iLiM!2000165*. ` 20 2O 1150 {380 1610 1840 2070 1
SPECIAL ENGIKEEPING PEOMI?Poll CENTEP 29- 980 1176 1372 /
ENGWEEPINGI5PCOM12 c _ __.. i
GPAVIFY LOAV5 G'TATEP TIM 3500 CLOWN PER 6 "ffFEP fO TABLE A 5PEEf 4 POP U'LEt LOA05 ON EDGE _. /l 25 1400 1680 1960 2240 2520-
_ _� ,f _. .... ._
L65* P05f 30 (155 1386 1617 ____. _
*Pefer to fable A sheet 4 for craA4 __ 30 f650 1980 2310 -2640 : 2990 0
3y 1330 1596 [862 : 35 1900 2280 2660 3040 3420 Q 0
keels rdge 14 PjnGf-COLUMN TO C3A)�PLAN - - - —_-- -- ---;---____ tl OY
5 4 40 1505 1" 2107 >� ,%/� --- -- - Uj
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16 2O 920 1104 1288 1472 / - - -- -- - -- -- -M �
Wk COLUMN PER n __--. 22 20 1265 1518 1771 12024 , 227-1 Y � W< a
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24"C/C COhPECfWG _..__ -- _ __.-- - __-- 25 {540 1848 2156 ; 2464 2772 z Z
INfOQ NIEPCOLUMN r 30 13 1584 1848 2112 ___ _ _._._... ---- --- -.---- ---- .. - C O J
I
CENTEP COLUMN TO 2X4 20 - _ � 2178 2541 . 2904 3267 . CJ
AfTPCNMENf OF EASE f0 CONCiE SLAG Af z FOP(PLEf LOAt75 ON Pk7GE POSE U'f0114065�"PPOVICE 4#10 X 5 1520 1824 : 2128 2432
6A`E PER 4 35 2090 2508 2926 3344 3762
CENIEP COLUMN ;7;. ; 3/4"5M5(ZEA Stt7E)COPJ<JECfAJG r1E C N1EP MILTON f0 TIE Wf� -_ _ ___ --__ �- ,_r- - - - ---- -._- k to � z
- 40 I7 20 2064 2408 ,2752 - — i U -
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FOR UPLEf LOA05 ON W6iE P05f U'TO 2048L05'-8#10 X 3/4" 40 2365 2838 33{f 3784 4257 : I
4 No.1/4"X 2"ZAMAC NARW ANCiCPS FOR 5M5(4 EA 511T)CONKLCIWG 4E CENTP MILION TO Tf•E 6A5E 18 20 1035 1242 144, 1656 : 1863
COLUAMI U'f IFf LOA175*[P TC 1080# ° a (*Pefer to Table A on Sheet 4 fir uplift bads m ridge post) _ _.-.. ... _ ._..-- --
24 2Q 1380 1656 1932 2208 2484
b Kb.1/4"X 2"ZAMAC ANGIOP5 POP UPI,Ef 4 25 ! 1260 : 1512 1764 2016 2268
25 1680 2016 2352 2688 3024 1
LOPD5*IF To 1360# °
sz 30 1485 1782 2079 2376 2673
8 NO.f/4"X 2"ZAMAC MICUOPS FOP aNTEP 7 _
ATTACHMENT OF 6A5E fO f WER DECK 30 1980 -- -- - -_.-_
3564
COLUMN U'LEf LOW75*U'fo 2048# ° '° ° ` <' . F 55 1710 2052 2394 2736 3078 - -- - 21�b 4104 fE: FEB 2Jrz
35 2280 3192 3648
FOP UPLEf LOAD5 W EXCE55 OF 20484 SPECIAL 4 . 4#12 X 2-11 2'WOOD 5CPEW5 POP COLUMN UPLE1 LOA09*IF f01080# _._ _._ ____ -_ _ _ __ _... __ --- _. ._.._..
ENCINEEIINGPEQUE'EG e _ _ 40 1935 2322 : 27CxI �i09b 3483 SCE: y°5
a ,• < <, 6# 12 X 2-1/2"WOOL 5CF W5 POP UP,IFTLOA05*-IF TO 1360 r 40 2580 309b 3612 4128 4644 j
(*Refer to fade A 551ret 4 frr r&,post vA t L")
8# I2 X 2-112"WOOD 5CPEW5 FOP aNek COLim In iff LOACS* *TABLE 11LU7E5 Poor PMEL GEAR LOA175 - * SAWN : WIG
LPf02048# TABLE WCLLM5POOP PA11EL MvLOV5 o�c r+o. s-<
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s-4 -
r
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3#10 X 3/4"Al I-M M LP TO 200 PLF LP f*- 3#IO X 3/4"Af l-MAM LP fO 200 PLF LPI.ET* SPtLm"vNtL m�
3 3/4"OR 6"1F9CK 4#10 X 3/4"AT EACH I-BEAM LP TO 300 PLF LFL FT* 4#10 X 3/4"Af EAa MAM LP f0 300 FLIP!ft VT- t_n '-`-
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5-3/4"OR 6" ��'' - '�
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cauMN info 1waB5= ---
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LPLEf L0AP5 k LP TO 1360# �c o z
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GOVERNED BYALLOWPBLE POOP PALL`.PA15(W TABLE 15FEET 5-50
a 1 I 1 ( ! ROOF LOAD(Mf) �� I
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ALUMINUM Crmy MULLION 6 ALUMINUM V00F PANEL FASCIA 7 ALUMINUM PUKING WAIF. &Lm 8 ALUMINUM WAMP 101' 9 INtE OCK INS��t IZ T-
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ORDER NO: 81
ITEM: 1
DATE: 05/20/08
Roof
78 23184" 78 23184"
Dimensions
Attachment Height: 121 "
B Wall Height: 86.25"
B Wall Width: 132"
A Wall Width: 126"
C Wall Width: 126"
Roof Overhang: 6"
PAGE: 1 of 1
ORDER NO: 81
ITEM: 1
DATE: 05/20/08
C Wall
CM
CD
126
Dimensions
Attachment Height: 121 "
B Wall Height: 86.25"
C Wall Width: 126"
Roof Overhang: 6"
Layout
6.5625"(Corner Post)+93.5"(2 Lite Door)+0.625"(Base Plate)+24.6875"(Foam)+0.625"
(Base Plate)
PAGE: 1 of 1
ORDER NO: 81
ITEM: 1
DATE: 05/20/08
B Wall
---------------------------------------------------------------
N
LA
V
CJ
'-d
66.. 66"
Dimensions
Attachment Height: 121 "
B Wall Height: 86.25"
B Wall Width: 132"
Roof Overhang: 6"
Layout
6.5625"(Corner Post)+4.7812"(Foam)+0.625"(Base Plate)+51.5"(2 Lite Window)+5.0625"
(Wall Mullion)+51.5"(2 Lite Window)+0.625"(Base Plate)+4.7812"(Foam)+6.5625"(Corner
Post)
PAGE: 1 of 1
ORDER NO: 81
ITEM: 1
DATE: 05/20/08
A Wall
M ca
CD QS
,p A
126"
Dimensions
Attachment Height: 121 "
B Wall Height: 86.25"
A Wall Width: 126"
Roof Overhang: 6"
Layout
0.625"(Base Plate)+ 10.125"(Foam)+0.625"(Base Plate)+51.5"(2 Lite Window)+5.0625"
(Wall Mullion)+51.5"(2 Lite Window)+6.5625"(Corner Post)
PAGE: 1 of 1
ORDER NO: 81
ITEM: 1
DATE: 05/20/08
Floor Plan
2 Lre WhdwSiS
126' H 129
2 U DoarMjS
2 L1*WlkdmSi5
2 L"?Whd=51S 2 U*W WwflS
1m
Dimensions
Attachment Height: 121 "
B Wall Height: 86.25"
B Wall Width: 132"
A Wall Width: 126"
C Wall Width: 126"
Roof Overhang: 6"
PAGE: 1 of 1
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ORDER NO: 81
ITEM: 1
DATE: 05/20/08
Roof
7B 23164" 78 23164"
Dimensions
Attachment Height: 121 "
B Wall Height: 86.25"
B Wall Width: 132"
A Wall Width: 126"
C Wall Width: 126"
Roof Overhang: 6"
PAGE: 1 of 1
ORDER NO: 81
ITEM: 1
DATE: 05/20/08
C Wall
M
m �
125"
Dimensions
Attachment Height: 121 "
B Wall Height: 86.25"
C Wall Width: 126"
Roof Overhang: 6"
Layout
6.5625"(Corner Post)+93.5"(2 Lite Door)+0.625"(Base Plate)+24.6875"(Foam)+0.625"
(Base Plate)
PAGE: 1 of 1
ORDER NO: 81
ITEM: 1
DATE: 05/20/08
B Wall
---------------------------------------------------------------
V
LA)
'•J
66" 66"
Dimensions
Attachment Height: 121 "
B Wall Height: 86.25"
B Wall Width: 132"
Roof Overhang: 6"
Layout
6.5625"(Corner Post)+4.7812"(Foam)+0.625"(Base Plate)+51.5"(2 Lite Window)+5.0625"
(Wall Mullion)+51.5"(2 Lite Window)+0.625"(Base Plate)+4.7812"(Foam)+6.5625"(Corner
Post)
PAGE: 1 of 1
ORDER NO: 81
ITEM: 1
DATE: 05/20/08
A Wall
m
126
Dimensions
Attachment Height: 121 "
B Wall Height: 86.25"
A Wall Width: 126"
Roof Overhang: 6"
Layout
0.625"(Base Plate)+ 10.125' (Foam)+0.625"(Base Plate)+51.5"(2 Lite Window)+5.0625"
(Wall Mullion)+51.5"(2 Lite Window)+6.5625"(Corner Post)
PAGE: 1 of 1
ORDER NO: 81
ITEM: 1
DATE: 05/20/08
Floor Plan
2 LIE Wiedow 515
12r H 1^5'
2LIE Ocor9135
2 LIE Ihlhdm 515
2 LIE Wild=515 � 2 LIE Whdw515
132!]lt�
Dimensions
Attachment Height: 121 "
B Wall Height: 86.25"
B Wall Width: 132"
A Wall Width: 126"
C Wall Width: 126"
Roof Overhang: 6"
PAGE: 1 of 1
r •.
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FACTORY DIRECT WINCE 1953
WINDOWS SIDING PATIO ROOMS
AFFIDAVIT
I, the undersigned, being the owner of the property at
a5 Coles f'ct o iz� cal . �o��r e C
hereby verify that I have authorised Cf anioioti:Windaw Siding uritd:Patio Rooms and its
agents to apply to the Building Department of the City of
a /Oki VV d
to act as representatives in obtaining a building permit.
Signature o
Owner: blle/k�L Ax4ate: - ,� S G,
Address of Owner. a 5- C o ('P-'s flea-dv�v R ^
City& State:A6v-Act W Icki V� Zip: d t d�0
f
Champion Window, Siding and Patio Robins Tel.No.(9?8)284-6108
Fax (978)284-6115
780 C-MR: STATEBOARD OF BUILDL,G REGULATIQNS AND STANDARDS
THE MASSACHUSETTS STATE BUILDING COD).
' CONSUMER INFORMATION FORM- `SUNROOMS"
Massachusetts State Building Code(180 CMR,Appendix'1,Section
The :Massach=ms State Building Code (780 CMR) includes provisions to enstut that houses and house
aM-Eions meet energy efficiency standards.This suppleu n atal CONSUMER INFORMATION FORM is to be
filed as part of the building permit application when a builder/contractor or homeowner,eoasuuctict mstailing
a house addition with very large percentage of glass to opaque wall,seeks to utilize a special energy conservation
exemption option for"sunroom"additions to an existing house(780 CMR.Appendix J,Section J 1.1.23.1).
This FORM is not intended to prevent a homeowner i•otn selecting a-nmroom"of any size,configuration,
orientation, form of construction or percent glazing, out rather is only intended to assist homeowners in
bccoating aware of some of the important energy conscr vision and year-round comfort considerations involved
in selecdre and udlizins a"sunroom"addition.
T ne connection of"sunroom"structures to reSidentiai buildings maycrtate comfort and energ)'consumption
issues due to uncontrolled soizr gain or uncontrolled radiation cooling of the main house.In the selection and
constructiorrluutallation of"sunrooms",included below is a non-tzquirt4 open-ended list of product and design
cousi.derations that a homeowner may wish to consider before actually eonstructingiurstalling a"sunroom".It
is n-:ommended that consumers carefully review Chest options with their designer,builder,or contractor, in
order to minimize potential energy consumption and/or house discomfort issues. In addition,the qualifications
and it:putation of the company or individuals to be hired are imponant considerations.
PRODUCT AND DESIGN COHSID�FRh..TIONS RELATED TO"SUNROOMS"
s Solar Orientation and Natural Shaking
• TYpe of Glazing
o Insulating value
v Solar heat gain
o Frame materiaah
• Glazing to frame sealing and gasketing materials/seal durability and/or weather
tightness of the sunroom
• Adequate ventilation-Operable wL26ows and fans
o Applied Shading Systems
a Insulation level in floors,walls,and ceilings
• Possible Sunroom isolation from thit main house via a wall and/or door or slider
Heating and Cooling Methods:Ef kiency,Zoning and Controls
Honaeewner Acknowledgment
Thu-. Massachusetts State Building Code.,Section J1.1 1, requires that the actual,2 QM-,`jr-Wn ;not the
owner's agent or representative)acknowledge receipt of this CONSUMIUL INFORMATION FORM prior to issuance
of a Building Permit for a project that includes"sunpsom"additions to an existing residential building. In
accordance with this requirement,the undersigned herby acknowledges that she/he has read the information
ir.tlus document cone g sunroom comfort and ens.rgy conservation.
SiT of Actual Building OW=145 eta f Date
��- rI� �S Coles l�Pr to
Print Name Address of Pcrmiar-d Project
Owner Address(if different than project location) Owner's telephone number
FACTORY DIRECT SINCE 1953
230 Ballardvale Street Suite B•Wilmington,MA 01887
978-284-6108.1-877-846-3699
® S H 1127172/T.I.N.58-244-2642
WINDOWS SIDING PATIO ROOMS T
To - 6wACOy)F C /O I�I Newe f�Wx`y Date Email
RSJ C des Me0 ow /� 1 G Cie e y / Home Phone �3y 46aWBusiness Phone(Mr./Mrs.)
city T7 C(/J State d7l* zip 0J 060 County/Twnshp
Replacement Windows•Storm Windows&Doors•Vinyl Siding,Trim&Shutters•Glass&Screen Patio Rooms•Entry&Patio Doors
WHOLESALE & RETAIL PATIO ROOM CONTRACT
CHAMPION TO MEASURE,MANUFACTURE,FURNISH AND INSTALLTHE FOLLOWING CUSTOM MAbE PRODUCTS FgR THE AMC,UNT STIPULATED BELOW:
XAII-Season Vinyl Patio Room From Nominal 6"Components Wit Outsid imensions Of Approximately A: 0.5 X B: 1! X C: 16.$
❑3 Season Aluminum Patio Room From Nominal 4"Components WI utside Dimensions Of Approximately A: X B: X C:
:3 Converted Screen Room From Nominal 4"Components With Outside Dimensions Of Approximately A: X B: X C:
J Aluminum Screen Room From Nominal 2'Components With Outside Dimensions Of Approximately A: X B: X C:
DECK OR SLAB
YES Np
YES N��,,,Orrr
❑ Under Customer's Existing Roof El Room Deck Approximately X Material
❑ On Customer's Existing Concrete Slab ❑ Open Deck Approximately X Material
LU XOn Customer's Existing Deck ❑ Steps:Wood❑ Concrete❑Approx.Number Of.Risers_Open 0 Closed❑
L) XTear Out Existing:Slab❑ Deck❑ ❑ Railing Approximately lin.ft.Material
❑ Footers For Existing stab ❑ Skirting Approximately Im.ft.Material
❑ X(Tear Out Existing:Walls❑ Screens❑ Roof❑ Rails 0 ❑ Pour New Open Concrete Slab Without Footers Approximately_X
U 3K 3/4"Sub Floor ❑ our New Concrete Slab With Footers Approximately_X
❑ Insulated Polydeck ❑ 1§<Insulate Under Deck
WALLS
All Champion Patio Room wall systems consist of a series of sliding windows on top of approximately 16'tall knee walls and/or full view sliding doors(see layout).Windows and doors
Include locking system,synchlodk interlocks,stainless steel wheels and sliding screens.Champion to determine exact size of units at final field measure.All glass is tempered safety glass,
and all walls include build-out and leveling system as necessary- ❑See Attached Drawing
YES NO
❑ Super Frame,Wing&Trim Color.White Tan❑ Bronze❑ ��, / 7 UT E
❑ ;, 3116"Triple Strength Non-insulate
i ° T
❑ Double Pane Insulated Champion Comfort 365 Glass".
0 �SC Solar-Green Insulated Glass
❑ Argon Gas Filled I.G.Units(All Season Room Only)
D fFixed Glass Knee Walls Location:A❑ B 0 C❑
Knee Wall w/Aluminum Skin: WbaQ Tan❑ Bronze❑ f(`/
C1 Wall w/Vinyl Skin: hit Tan El A C
❑ e6 Build Up❑ Build Down❑ Location: A❑ B❑ C❑ ;!
U Fixed Transom Glass Location: A❑ B 0 C t
❑ .1C Cap Existing Posts LAYOUT SKETCH OK
❑ Key Lock X=ACTIVE 0=FIXED T
=FULL VIEW
ROOF =KNEEWALL 1 g
Champion's superfoam roof system is a nominal 4" (R-19) or 6" (R-30) expanded poly-styrene insulated foam pariAls with an embossed laminated aluminum skin and
thermally broken I-Beams.
YES NQ YES NO
❑ ;d,Studio Roof System Color: Whit Tan O 4" 6"❑ ❑ Gutter&Down Spout To Grade
❑ tem Color. hit Tan�6"❑ ❑ Shingles(To Match As Close As Possible)
❑ ing Glass❑Number Of Pieces: o, ❑ ` Skylights:Vented❑ Non-Vented❑ Quantity;
Ll cludes Shingles On Saddle Only And Vertical Vinyl Fill On Inside Of Saddle)
DOORS
YES NO
Cl form: Outswirg Color Style Left Hinge❑Right Hinge❑ ISLO Location:A 0 B❑ C 0
❑ Entry:Inswing❑Outswing ❑ Color Style Left Hinge❑Right Hinge❑ ISLO Location:A❑ B❑ C❑
OTHER
YES NO YE NO
❑ Heat/Cool Unit: Hmie7 A/.A � ❑ Blinds:Color_Style_Height_Location:A)(
❑ Carpet_Q X_J0 Color Cut To Fit Loose Laid
❑ Electrical Package Including: Wall Sockets, Wall S/y�ntch(es)& I Hook Ups Of Customer Provided Ceiling Fan(With Ivory Wire Mold)
COMMENTS ROOT 7—y C Tr,
Interior Roof Slogigs To A r x: 7 ft,Attaches II❑ r Board 0 Fascia Board❑ A Y HAinht /
fl
NMr a u elnG , -NC V- @lM" d- ts.O(Lcr ej Ce ry 16C e_64
c ✓ 11" 7 I CC T v - e i 0"o Jo/d fW N SS 0i So.- r`Gc " Tn v .r!Qi]� PPS Sa 1M! /pipe,,
(c4np
,= eJ-"ry ~ TWO YEARS FREE IN HOM SERVICE � meaJ /fora J SF�� Pea Bvi lUr We-,
Zoo a
BUYER'S RIGHT TO CANCEL Total sale price $ 31
Down payment
BUYER MAY CANCEL THIS CONTRACT DELIVERING WRITTEN NOTICE T0. .:.
THE SELLER AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS Sub tann Substantial a a,��s
Substantial completion payment $ �
DAY AFTER THE DATE OF THIS TRANSACTION.BUYER MAY USE THIS (Due following completion of room structure PRIOR to
CONTRACT AS THAT NOTICE BY WRITING"I HEREBY CANCEL"AT THE installation of:Custom Glass,Carpet,Electric,Blinds) a i 7s/
BOTTOM AND ADDING BUYER'S NAME AND ADDRESS.THE NOTICE MUST FINAL BALANCE $
(Due in NII following completion of project)
BE DELIVERED TO THE SELLER AT THE ADDRESS SHOWN ABOVE. ❑Bank Financed Cash on Completion
AB material is guaranteed to be as specified.Ali work is to be completed in a workmanlike manner according to standard practices.This contract is valid only with proper signatures.Champion shall not be held
responsible for time and material delays,strikes,acts of God or any other matters beyond its control.Buyer a agrees that the equity in this properly is security for this contract.Since this contract tails
for made ro order goods b is not subject to cancellation except as stated above.Start installation on or abou�weeks from above date.Estimated date d substantial completion is All charges
listed above.Champion to remove and haul away all Job related debris.AN sales and discounts albtled.AH cmre and subcontractors must be registered by the Board of Building Reguiations and Standards
and any inquiries relating to registration should be directed to this agency.Champion shall obtain any and all necessary permits as the Owner's agent unless otherwise directed by Buyer.It Buyer secures permits,
he or she may be excluded from the guaranty fund provision of G.L.c.142A.if Champion must pursue Buyer for collection of amounts past due,Buyer will be liable for Champion's reasonable fees and costs,
including attorney's fees.A FINANCE CHARGE calculated at the rate of 1.1/2 percent per month(18%ANNUAL PERCENTAGE RATE)will be added to delinquent accounts.All installation and completion dates
are Pi...11 a and subject to change without notice.Verbal promises can cause misunderstandings,therefore this contract constitutes the an dre understanding of the parties,and no other understanding,
or ,strati be b' g,tan signed by both parties.Thank you for your order.Do not sign this contract H there are 'tips '
X _ o -./O -sir red Pow,
Bu i nature /J Social Security Number Champion Representative
shwe l" Rob1rp—
Ri var' Sinnahna Snnial.gP.mirity Nlmmhar Chmmninn RanrP..Carmat1vP.
�/its l/)(YIYf/Il'CCYYGI!/E2L�1� U��.�/�,pddlL�IA.IJP.�6
Board of Building Regulations and Standards
-" Construction Supervisor License
License: CS 72772
Expiration:_4/7/2010 Tr# 24354
Restriction:-00
JEFF C STEELE
24 SHERWOOD AVE
DANVERS,MA 01923 Commissioner
..�1P+' /i fYI/2IM7�77flGt'ILI�/1 U�� !((/{JI7C31 f(aJF�4
\ Board of Building Regulations and Standards
BIOME IMPROVEMENT CONTRACTOR
/
Registration: 127172
r Expiration: 9/15/2008
Type: Supplement Card
CHAMPION WINDOV_y& ATIO R
J%W k,"ffgVE
230 BALLARDVALE ST SUITE B
WILMINGTON, MA 01887 Administrator
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1 A W L I TY Hq S U ff At N G E P 12/01
C I-I.&I -3.a"l
wookiCERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
tt(-'ONFEI-t,3 NO RIGHTS UPON THE CERTIFICATE
HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND 01,
IF-,("OVER AG AFFORDED BY THE POLICIES BE L01.
1 Y)W.; INSURERS 1,0-FONDING COVERAGE NO C
WSURANCE COMPANY 2265-�
INSURANCE GROUP
KNIA ph Sentry insurance
riti Sri W Pd!' �cc :()I ''I I
W'i
000
LAI
Pil
Hif-J..
ID
0I
o 000 wo
Pj)'E
W�jl(.t W We NAME[, T") itir:HJ'r,i'M
I i"IM Il y f);-ANY R)ND M"CM"111-IW"IM17P,1 1 'FI.
AcnHD CORPORA TOP
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
600 TI%ashing ton Street
Boston, MA 02111
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
aDplicant Information Please Print Lesibly
'Wane (Business/Organization/Individual): C�!�1�`''�«'�' ✓ �%�L, _
Address: e_�-5 o
City/State,/Zip: Z,,( �C ,�tt,�,t:. '� Phone#: �'
Are you an employer?Check the appropriate box: Type of project(required):
1.5Z I am a employer with r 4• ❑ I am a general contractor and I 6. ❑New construction
employees (full and/or part-time).* have hired the sub-contractors
2.F1 I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling
ship and have no employees These sub-contractors have g. ❑Demolition
working for me in any capacity. employees and have workers' 9. ❑Building addition
[No workers' comp. insurance comp. insurance.T
required.] 5• ❑ We are a corporation and its 10.7 Electrical repairs or additions
officers have exercised their 11. Plumbing re airs or additions
3.❑ I am a homeowner doing all work � P.
myself. [No workers' comp. right of exemption per MGL 12.7 Roof repairs
insurance required.] + c. 152, §1(4),and we have no
employees. [No workers' 13.❑ Other
comp.insurance required.]
*Anv applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
r Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name: A?0-
Policy#or Self-ins.Lic. #: � ( Expiration Date:
Job Site Address: � 1 ��'� f�J�rJ� •� ,/�� City/State/Zip:
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DLk for insurance coverage verification.
I do hereby certify u pena 's ofperjury that the information provided above is true and correct.
SiQna Date:
Phone# � C-1'Ll,
Of
ficial use only. Do not write in this area, to be completed by city or town official
City or Town: Permit/License#
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector S. Plumbing Inspector
6.Other
Contact Person: Phone#:
Version 1.7 Commercial Building Permit May 1-5. 2000
SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11)
Independent Structural Engineering Structural Peer Review Required Yes O No O
SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
1, as Owner of the subject property
hereby authorize ( � r' /Ar . ���' � to
act on my behalf, in all matters relative to work authorized by this building permit application.
Signature of Owner Date
as Owner/Authorized
Agent hereby declare that the statements and information on the foregoing appl" ion 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 12-CONSTRUCTION SERVICES
10.1 Licensed Construction Supervisor: Not Applicable ❑
Name of License Holder , 71-7
License Number
Address Expiration Date
Signature Telephone
SECTION 13-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 0
Version 1.7 Commercial Building Permit May 15,2000
SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO
CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE)
9.1 Registered Architect:
Not Applicable ❑
Name(Registrant): _.
Registration Number
Address
Expiration Date
Signature Telephone
9.2 Registered Professional Engineer(s):
Name Area of Responsibility
Address Registration Number
Signature Telephone Expiration Date
Name Area of Responsibility
Address Registration Number
Signature Telephone Expiration Date
Name Area of Responsibility
Address Registration Number
Signature Telephone Expiration Date
Name Area of Responsibility
Address Registration Number
Signature Telephone Expiration Date
9.3 General Contractor
Not Applicable ❑
Company Name:
Responsible In Charge of Construction
.4
Address
Telephone
Version 1.7 Commercial Building Permit May 15,2000
S. NORTHAMPTON ZONING
Existing Proposed Required by Zoning
This column to be filled in by
Building Department
Lot Size
Frontaee
Setbacks Front
Side L: R: " L: Y R I�'.
Rear `s d Z�
Building Height I
3
Bldg. Square Footage %
Open Space Footage °ro
(Lot area minus bldg&paved
parking)
#of Parking Spaces
Fill:
(volume&Location)
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO O DONT KNOW tg YES Q
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO 0 DONT KNOW YES 0
IF YES: enter Book Page and/or Document#'
B. Does the site contain a brook, body of water or wetlands? NO Q DONT KNOW YES
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained 0 Obtained 0 , Date Issue
C. Do any signs exist on the property? YES 0 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
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 NY
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
Version 1.7 Commercial Buildine Permit May 15,2000
SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000
CUBIC FEET OF ENCLOSED SPACE
Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions 9 Accessory Building❑
Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other❑
Brief Description Enter a brief description here. 7�1 l j jc O,I A 16;e !G
Of Proposed Work:
SECTION 5-USE GROUP AND CONSTRUCTION TYPE
USE GROUP(Check as applicable) CONSTRUCTION TYPE
A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑
A-4 ❑ A-5 ❑ 1B ❑
B Business ❑ 2A ❑
E Educational ❑ 2B I ❑
F Factory ❑ F-1 ❑ F-2 ❑ 2C I ❑
H High Hazard ❑ 3A ❑
I Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 3g ❑
M Mercantile ❑ 4 ❑
R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑
S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑
U Utility ❑ Specify:
M Mixed Use ❑ Specify: .
S Special Use ❑ Specify:
COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE
Existing Use Group: Proposed Use Group. ..._..,...
Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): _.
SECTION 6 BUILDING HEIGHT AND AREA
BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY
Floor Area per Floor(sf)
r _...
1 std 3 u+ 1st (s ( G [1G Srfi
2nd 2nd
3 r 3 rd
4 h _ 4th
Total Area(sf) �('( 3pr�. p .( ).
Total Proposed New Construction sf
Total Height(ft) /s r
Total Height ft
7.Water Supply(M.G.L. c.40,§54) 7.1 Flood,Zone Information: 7.3 Sewage Disposal System:
Public ❑ Private ❑ Zone Outside Flood Zone❑ Municipal ❑ On site disposal system❑
F_
Version l.7 Commercial Building Permit Mav 15. 2000
Department use only
City of Northampton Status of Permit:
Building Department Curb'Cut/Driveway Permit -
212 Main Street Sewer/Septic Availability
Room 100 Water/Well Availability
Northampton, MA 01060 Two Sets of Structural Plans
phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans
Other Specify
APPLICATION TO CONSTRUCT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING
OTHER THAN A ONE OR TWO FAMILY DWELLING
SECTION 1 -SITE INFORMATION
1.1 Property Address: This section to be completed by office
Map Lot Unit
Zone Overlay District
Elm St.District CB District
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record: cc,iz
riq 400;00000��71 _7
Name(Print) Current Mailing Address:
Signature Telephone
2.2 Authorized Agent:
Name(Print) �C�'� Current Mailing Address:
Signature Telephone
SECTION 3-ESTIMATED CONSTRUCTION COSTS'
Item Estimated Cost(Dollars)to be Official Use Only
completed by ermit applicant
1. Building (a)Building Permit Fee
2. Electrical (b)Estimated Total Cost of
Construction from (6)
3. Plumbing w. Building Permit Fee
4. Mechanical(HVAC)
5. Fire Protection
6. Total=(1 +2+3+4+5) Check Number
This Section For Official Use Only
Building Permit Number Date
Issued
Signature:
Building Commissioner/Inspector of Buildings Date
File#BP-2008-1119
APPLICANT/CONTACT PERSON CHAMPION PATIO COMPANY OF BOSTON
ADDRESS/PHONE 230 BALLARDVALE ST WILMINGTON (978)284-6108 Q
PROPERTY LOCATION 25 COLES MEADOW RD-COTTAGE C4
MAP 13 PARCEL 073 001 ZONE SR
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out
Fee Paid
Typeof Construction: CONSTRUCT 10 X 10 SUNROOM ON SLAB COTTAGE C4
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included•
Owner/Statement or License 072772
3 sets of Plans/Plot Plan
THE F LOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
IN' ATION PRESENTED:
Approved 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
Signature of Bui ding 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.
BP-2008-1119
GIS#: COMMONWEALTH OF MASSACHUSETTS
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-2008-1119
Project# JS-2008-001643
Est. Cost: $31072.00
Fee: $50.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: CHAMPION PATIO COMPANY OF BOSTON 072772
Lot Size(sq. ft.): 492663.60 Owner: NEW ENGLAND DEACONESS ASSOC
Zoning: SR Applicant: CHAMPION PATIO COMPANY OF BOSTON
AT. 25 COLES MEADOW RD-COTTAGE C4
Applicant Address: Phone: Insurance:
230 BALLARDVALE ST (978) 284-6108 O WC
WILMINGTONMA01887 ISSUED ON.613012008 0:00:00
TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 10 X 10 SUNROOM ON SLAB
COTTAGE C4
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 6/30/2008 0:00:00 $50.001778
212 Main Street,Phone(413)587-1240,Fax: (413) 587-1272
Building Commissioner-Anthony Patillo