HomeMy WebLinkAboutBLD-90-502 r� 4'o TOWN ARMOUTH °cFE'' g./(c/lb
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t MAT CMC S 41 • • S-DV
V, •j+ . Application or a Permit to Build No.
UPON FINAL APPROVAL ��I� MAP 1 a LOT C-- 201
FEE MUST ACCOMPANY THIS APPLICATION. DATE A - clb
i
The undersigned hereby applies for a permit to build - 0/90
according to the following specifications / aU/90
1. Name of property owner OH1 iPUGL1 St Tel.9W4 '174 1711
Address Tt PAteutt4.) AVE- "TUcxAr{oe. N.y, 11\-70-7
2.Name of Architect(if any) Tel.
3. Name of builder a�i-lAfirr Address IS C s'm?ris2 NAcc Devic
4. License No. ( 14 4 9 s Tel. 28S 20f9
5. Name of Mason Ilcaia. Address
6. License No. Tel.
7. Construction address ') WINDMl(.( /}Ilia Lc) 14-eMovrrf •
Flood District
8. Date of subdivision Approval plain zone A-9 Zone
9. Private dwelling Mr Estimated Cost DO NOT WRITE IN THIS SPACE
Type of room No.
10. Multi family 0 21000 a��i� r~
11. Commercial 0 Kitchen
12. Other 1 Av a-atal# Dining Rm.
13• No. of stories -AO ) Living Rm.
. x9&76 " Bed Rm.
14. Foundation — Full 12H-alf 0 Crawl 0 Slab ❑ _ Bath
15. Materials — Wood �ement 0 Other 0 4i 3 f1 ' Deck
Closed porch Type of heat — Oil 0 Gases
16. —
Electric 0 Other 0
17. Garage — 1 0 2 ❑ A 901. 07 Family Rm.Sun room
18. Swimming pool - Size Garage
19. Storage shed — Size Shed
20. Stove — Wood 0 Coal 0 Alterations
21. Size of lot: No. of feet front ICOt No.of feet rear �79 No. of feet deep ICI 3 t
22. Size of building: No. of feet front .mot No. of feet side 32' No. of feet rear ,32
23. Distance from nearest building: Front OWE- • Ft. side 441 Ft. side .3 2: Rear t.10 of E ,
24. Distance back from line or street 401 From rear lot line 9 31 Side line 1$t
ll
LOT RELEASED BY Signature a'il / �f
PLANNING BOARD Address /5 L'lfersxoUE{ Mu_ ,ORrvE
Date 90617/4,7 IV. 02 c 4t
7
BUILDING PERMIT APPLICATION SIGN OFF
APPLICANT: OA A5I BUILDING PERMIT 1/:
ADDRESS: 11 LiNDM,tt LEMIC (.4).$0.1o.114 TELE. NO. :''778 93') DATE FILED:
BLDG. SITE LOCATION: SAM£ , MAPI/: [(, LOT#: C—r () '
THE FOLLOWING INFORMATION OUTLINES THE PROCEDURAL STEPS REQUIRED TO OBTAIN A PERMIT TO BUILD, ,
ALTER, OR ADD TO A STRUCTURE WITHIN THE TOWN OF YARMOUTH. THE BUILDING DEPARTMENT WILL DETER—
MINE COMPLIANCE TO THE FOLLOWING (A) ZONING REQUIREMENTS (B) HISTORICAL DISTRICTS (C) FLOOD
PLAINS ZONING. THE BUILDING DEPARTMENT WILL BE RESPONSIBLE FOR ASSISTING THE APPLICANT THOUGH
THE FOLLOWING DEPARTMENTS:
RESIDENTIAL AND/OR COMMERCIAL BUILDING
WATER DEPARTMENT: DETERMINES COMPLIANCE OF WATER AVAILABILITY.
ENGINEERING DEPARTMENT: DETERMINES COMPLIANCE FOR PARKING AND DRAINAGE.
CONSERVATION COMMISSION: DETERMINES COMPLIANCE TO WETLANDS ACTS, I.E. : IF LOT(S) BORDER ANY
TYPE OF WETLANDS, STREAMS, PONDS, RIVERS, OCEANS, BOGS, BAYS, MARSH
LAND, ETC.
HEALTH DEPARTMENT: DETERMINES COMPLIANCE TO STATE AND TOWN REGULATIONS, I.E.: REQUIRE—
MENTS FOR SEPTAGE DISPOSAL AND OTHER PUBLIC HEALTH ACTIVITIES.
FIRE DEPARTMENT: DETERMINES COMPLIANCE TO STATE AND TOWN REQUIREMENTS FOR PERSONAL
SAFETY, PROPERTY PROTECTION, I.E., SMOKE DETECTORS, SPRINKLER SYSTEMS
ETC.
THE FOLLOWING DEPARTMENTS MUST SIGN OFF, IN THE RESPECTIVE ORDER, PRIOR TO BUILDING INSPECTOR
ISSUING THE REQUIRED BUILDING PERMIT:
REVIEWED BY:
1. WATER DEPARTMENT DATE: N/A:
2. ENGINEERING DEPARTMENT: DATE: N/A:
3. CONSERVATION: DATE: N/A:
4. HEALTH DEPARTMENT / DATE: 71/ Y90 N/A:
I .US • AND/OR COMMERCIAL PERMITS
5. WIRING INSPECTOR: DATE: N/A:
6. PLUMBING INSPECTOR: DATE: N/A:
7. FIRE DEPARTMENT: DATE: N/A:
PLEASE NOTE
ALL STUMPS AND/OR BRUSH MUST BE DISPOSED OF AT AN APPROVED SITE. A SIGNED RECEIPT FROM THE
DISPOSAL SITE MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ISSUANCE OF THE BUILDING
PERMIT.
COMMENTS:
BLM/89
����9a et,
•
TOWN OF YARMOUTH
BUILDING DEPARTMENT
CONSTRUCTION SUPERVISOR FORM
PLEASE PRINT:
JOB LOCATION: .7 LOINDdnllt 4-o1En . YA2w+Ocrrg
NUMBER STREET • VILLAGE
OWNER OF PROPERTY: U tile- Yuri L s
CONSTRUCTION SUPERVISOR: T M. CRAs7 INiTV • 019495 3E3G A019
NAME LICENSE NO. PHONE NO.
ADDRESS: 19 eASTIT rifQ Nall ' ThUE •
LICENSED DESIGNEE: 0144 9 ,s'
(IF OTHER THAN SUPERVISOR) NAME LICENSE NO.
2.15 RESPONSIBILITY OF EACH LICENSE HOLDER:
2.15.1 THE LICENSE HOLDER SHALL BE FULLY AND COMPLETELY RESPONSIBLE FOR ALL WORK FOR WHICH F
IS SUPERVISING. HE SHALL BE RESPONSIBLE FOR SEEING THAT ALL WORK IS DONE PURSUANT TO THE Silt
BUILDING CODE AND THE DRAWINGS AS APPROVED BY THE BUILDING OFFICIAL
2.15.2 THE LICENSE HOLDER SHALL BE RESPONSIBLE TO SUPERVISE THE CONSTRUCTION, RECONSTRUCTIO:
ALTERATION, REPAIR, REMOVAL OR DEMOLITION INVOLVING THE STRUCTURAL ELEMENTS OF BUILDING
AND STRUCTURES ONLY PURSUANT TO THE STATE BUILDING CODE AND ALL OTHER APPLICABLE LAWS OF THE
COMMONWEALTH, EVEN THOUGH HE, THE LICENSE HOLDER, IS NOT THE PERMIT HOLDER BUT ONLY A SUB-
CONTRACTOR OR CONTRACTOR TO THE PERMIT HOLDER. • .
2. 15.3 THE LICENSE HOLDER SHALL IMMEDIATELY NOTIFY THE BUILDING OFFICIAL IN WRITING OF THE
DISCOVERY OF ANY VIOLATIONS WHICH ARE COVERED BY THE BUILDING PERMIT.
2.15.4 ANY LICENSEE WHO SHALL WILLFULLY VIOLATE SUBSECTIONS 2.15.1, 2.15.2 OR 2.15.3 OR AN'
OTHER SECTION OF THESE RULES AND REGULATIONS AND ANY PROCEDURES, AS AMENDED, SHALL BE SUBJEI
TO REVOCATION OR SUSPENSION OF LICENSE BY THE BOARD.
2.16. ALL BUILDING PERMIT APPLICATIONS SHALL CONTAIN THE NAME, SIGNATURE AND LICENSE NUMBER
THE CONSTRUCTION SUPERVISOR WHO IS TO SUPERVISE THOSE PERSONS ENGAGED IN CONSTRUCTION, RECO
STRUCTION, ALTERATION, REPAIR, REMOVAL OF DEMOLITION AS REGULATED BY SECTION 109.1.1 OF THE
CODE AND THESE RULES AND REGULATIONS. IN THE EVENT THAT SUCH LICENSEE IS NO LONGER SUPERVI
SAID PERSONS, THE WORK SHALL IMMEDIATELY CEASE UNTIL A SUCCESSOR LICENSE HOLDER IS SUBSTITU
ON THE RECORDS OF THE BUILDING DEPARTMENT.
I HAVE READ AND UNDERSTAND MY RESPONSIBILITIES UNDER THE RULES AND REGULATIONS FOR LICENSIN
STRUCTION SUPERVISORS IN ACCORDANCE WITH SECTION 109.1.1 OF THE STATE BUILDING CODE. I UNDE
THE CONSTRUCTION INSPECTION PROCEDURES AND THE SPECIFIC INSPECTION AS CALLED FOR BY THE BUI
OFFICIAL.
SIGNATURE:Lv //J eLym✓
1
BUILDING OFFICIAL APPROVAL: Aiy �
!
' PLOT PLAN
•
FOR LOT # C-aot
Indicate location of garage or accessory building
Additions with dashed lines
Sewerage disposal (cesspool) ED
Well
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I (lot 71 ft. rear)
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Abuttor's I Abuttor's
Name I Name
Lot # 19`l I Lot #
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TABLE 6-Continued
S HEAT LOSS FACTORS
1
rie
CEILINGS
• The factor for lath.and plaster is the same as for 1/2"dry wall(gypsum board)
O No. 14. Attic Space Above
• (a) y2"dry wall (gypsum board),no floor above .30
(b) 1"dry wall(gypsum board), tight floor above18
(c) 1/2" insulating board, 1/2" plaster, no floor above
(d) t/2"insulating board, 12"plaster, tight floor above .14
.
(e) 1/2dry wall(gypsum board)with 1/2" insulating board on top of joists .18
In 1 dry wall(gypsum board),3%" rockwool or equivalent,with or without a floor above .07-
' (g) 1/2dry wall(gypsum board), 2" rockwool or equivalent,with or without a floor above - 11
(h) y2 dry wall(gypsum board),6" rockwool or equivalent,with or without a floor above OS
1 (0 1/2dry wall(gypsum board),8" rockwool or equivalent insulation with or without a floor above. , . .03
(A '/2 dry wall(gypsum board), 10" rockwool or equivalent insulation with or without a floor above. . . .03-
7 (k) t/2 dry wall(gypsum board), 12" rockwool or equivalent insulation with or without a floor above. . . .02
S No. 15. Part of Asphalt Shingled Roof - No Attic Space
D (a) 1"dry wall (gypsum board), rafters,wood sheathing, shingles 29
(b) 1/2" insulating board, 1" plaster, rafters,wood sheathing,shingles .22
1 (c) 1/2"dry wall(gypsum board), rafters, 3%"rockwool or equivalent,wood sheathing,shingles. .06
1 (d) 1/2"dry wall(gypsum board), rafters, 2" rockwool or equivalent,wood sheathing,shingles .09
(e),.... - drywall(gypsum board);rafters?611 rockwoolorequivaletll modsheathing;shingles p.047
No. 16. Part of Built-up Roof - No Attic Space
(a) 1"dry wall(gypsum board), rafters, wood sheathing,3/g" built-up roofing .27
_ i pa (b) y2" insulating board, 1" plaster, rafters,wood sheathing,3/4" built-up roofing .22
(c) 1/2drywall(gypsum board),rafters,3)'s"rockwoolorequivalent,woodsheathing,3"built-up roofing. . .06
(d) 12"dry wall (gypsum board), rafters, 2" rockwool or equivalent,wood sheathing,%" built-up roofing. .09
1 (e) 12"dry wall (gypsum board),rafters,6" rockwool or equivalent, wood sheathing,%"built-up roofing. .04
1
1 FLOORS
No. 17. Wood,over ENCLOSED,UNHEATED SPACE
1 (a) Finish flooring(maple or oak), pine sub-floor on joists 15
1 (b) Finish flooring(maple or oak), pine sub-floor on joists,with 1"insulating board on bottom of joists .09
(c) Finish flooring(maple or oak), pine sub-floor on joists, with 2" rockwool or equivalent between joists .05
1 (d) Finish flooring(maple or oak),pine sub-floor on joists,with 3)43"rockwool or equivalent between joists. ,
1 (e4�Finistrflooring(maple -)".-p1yW66d b=11651;6'_ wo" k o or equivalent tnsu a i , , , ,, , , , - 0 -7
( ) Finish flooring(maple or oak), %" plywood sub-floor, 10" rockwool or equivalent insulation. .02
1 (g) Carpet and fibrous pad,%"plywood floor,)"plywood sub-floor,6"rockwool or equivalent insulation. .02
No. 18. Wood,over EXPOSED SPACE
1 (a) Finish flooring(maple or oak),pine sub-floor on joists .35
(b) Finish flooring(maple or oak),pine sub-floor on joists,with 1/2" insulating board on bottom of joists .20
1 (c) Finish flooring(maple or oak), pine sub-floor on joists,with 2" rockwool or equivalent between joists .09
(d) Finish flooring(maple or oak),pine sub-floor on joists,with 3%"rockwool or equivalent betweenjoists. - .06
(e) Finish flooring(maple or oak), %" plywood sub-floor,6"rockwool or equivalent insulation. .05
(/) Finish flooring(maple or oak), %"plywood sub-floor, 10" rockwool or equivalent insulation. .03
No. 19. Concrete
(a) On ground or fill,with I"edge insulation-per linear foot of exposed edge,NOT per square foot .69
(b) On ground or fill,with-2"edge insulation-per linear foot of exposed edge,NOT square foot .53
i (c) Floor on ground below grade-per square foot of area only,NOT edge loss .04
PAGE 45
,, _.
SI .
TABLE 6—Continued
HEAT LOSS FACTORS r
'
�
UINFYLTRATIOFI
�
Based on volume of room in cubic feet
NOTE: For constructions covered by Items Nos. 2(a), 7(a), 7(f), 8(a), and 9(a),
i" use Item No. 22 (NOT Item Nos. 20 or 21) for figuring Infiltration. 40
0
No. 20. Windows and Doors NOT Weatherstripped and WITHOUT Storm Sash 40
(a) Rooms with windows or exterior doors on one side only `0018 40
(b) Rooms with windows or exterior doors on two sides
(e)-riv R oms w: w:ndOwor ecteiiof_'db r _ n ree_side (A36
(d) Entrance halls 0
(e) Sun rooms with many windows on three sides .054
No. 21. Windows and Doors Weatherstripped OR with Storm Sash
(a) Rooms with windows or exterior doors on one side only .012 C
(b) Rooms with windows or exterior doors on two sides .018 C
(c) Rooms with windows or exterior doors on three sides .027
(d) Entrance halls .027 ..027 Cr(e) Sun rooms with many windows on three sides
V
No. 22. Wall Constructions Items 2(a), 7(a), 7(f), 8(a), and 9(a)
(a) Rooms with one outside wall .027
(b) Rooms with two outside walls .045
(c) Rooms with three outside walls .068 0
(d) Rooms with four outside walls .068 •
I
I
0
NOTE:The above infiltration factors are based upon: i
.012= %air change per hour i.
.018 = 1 air change per hour 0
• .027 = 11/2 air changes per hour
.036 = 2 air changes per hour If
0
0
I
I
I
e
I
PAGE 46 1
r
--a
TABLE 6
HEAT LOSS FACTORS
,i0
EXTERIOR DOORS
' With or without glass,treated the same as Windows.
WINDOWS(GLASS)
, No. 1. Windows
(a) Single(no storm sash) (Use for Detailed Method only) 1.13
' (b) With storm sash (Use for Detailed Method only) - .56
, (r) "'Double glazed%vie'rain*ace""t (Use for Detailed Method only) r.65-7)
(d) Triple glazed with two 1" air spaces (Use for Detailed Method only) :36-
• EXPOSED WALLS
r The factor for lath and plaster is the same as for y2" dry wall(gypsum board).
No. 2. Frame,Not Insulated
•
(a) Clapboards or wood siding, studs, 1"dry wall(gypsum board)(no sheathing) .33•
i (b) Asbestos-cement siding over wood siding,paper,studs, y2"dry wall(gypsum board) (no sheathing). .30
(c) Wood siding,paper,wood sheathing, studs, 12" dry wall(gypsum board) .25
' (d) Asbestos-cement siding over wood siding,paper,wood sheathing,studs, 1"dry wall(gypsum board). .23
, (e) Asbestos-cement shingles, paper,wood sheathing,studs, 1"dry wall(gypsum board) .29
No. 3 Frame,insulated .
► (a) Wood siding, paper,Ywood sheathing,studs, 1Z'insulating board, plaster. .19
(b) Wood siding,2)52" insulating board, studs, 1/2"dry wall(gypsum board) .22
(c) Wood siding,paper,wood sheathing,1"flexible insulation in contact with sheathing,studs,y2"dry wall
(gypsum board) .18
► (d) Wood siding,paper,wood sheathing,1"flexible insulation with an air space on both sides of insulation,
studs, 1/2'_'„drycwall(gypsum,board) .15
► a (e)- W 6d�siding,paper,wood slieathing,3W"iockWobi brequivalent;studs;1"dry_Walttgypsum board)=07'"r
+J -409-__. Wood siding, paper,wood sheathing, 2" rockwool or equivalent;studs;y2" dry wall(gypsum board). . .10-
(g) Wood siding, 1" styrofoam board sheathing,33i" rockwool insulation or equivalent,studs,y2" dry wall
► (gypsum board) .06
(h) %" x 10" wood siding, wood sheathing, 2" x 6" studs on 24" centers, 5W' rockwool or equivalent
► insulation,vapor seal, y2"dry wall(gypsum board) .05
(2) 31'x 10"wood siding,1"styrofoam sheathing,2"x 6"studs on 24"centers,51/2"rockwool or equivalent
► insulation,vapor seal, 1/2"dry wall(gypsum board) .04 '
► (i) Wood foundation above grade. %" treated plywood, 2" x 6" studs on 24" centers, 51/2" rockwool or
equivalent insulation, 1/2" dry wall(gypsum board) .06
► (k) Wood foundation below grade. )47" treated plywood, 2" x 6" studs on 24" centers, 51/2" rockwool or
equivalent insulation, y2" dry wall(gypsum board) .03
No. 4. Brick,Not Insulated
I. (a) 8" brick, 1/2" plaster one side .47
► (b) 8" brick,furred, lath and plaster one side .31
(c) 12" brick, 1" plaster one side .33
► (d) 12" brick,furred, lath and plaster one side .25
(e) 4" brick,8"hollow tile, y' plaster one side .31
► (n 4" brick,8"hollow tile,furred, 1/2"dry wall(gypsum board) .23
(g) 4"brick,paper,wood sheathing, studs,1/2"dry wall(gypsum board) .29
o
(h) 4"brick;4' light weight aggregate block,furred, 512"dry wall(gypsum board) .25
► No. 5. Brick,Insulated - .
► (a) 8"brick,furred, 1"insulating board,1/2"plaster one side .22
(b) 12"brick,furred,1/2" insulating board,y2' plaster one side ' .20
t (c) 4"brick,8"hollow tile, 1/2"insulating board,1/2"plaster one side ' .18
► y(d) 4" brick,4"light weight aggregate block, "insulating board,1/2"plaster one side .19
(e) 4"brick,paper,wood sheathing,studs,y2"insulating board, 1" plaster .__ .22
!fah .(f) 4"brick,2Y2 'insulating board,studs,1" dry wall(gypsum board).'.'.'. . . . . ..:..• • ;'.:'.., .23
'•(g) •4"brick,paper,wood sheathing,3%"rockwool or equivalent,studs:-1/2"dry wall(gypsum board) .08
--1,-- : (h) .4"brick,paper,wood sheathing,2"rockwool or equivalent,studs,y2"dry wall(gypsum board) .09
• ..,
*For this type of construction, use Item No. 22 for Infiltration Factor. .
. e PACE 43
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_ •- - lI
11
TABLE 6-Continued '1
HEAT LOSS FACTORSi4
EXPOSED WALLS firl7
The factor for lath and plaster is the same as for li" dry wall (gypsum board)
No. 6. Hollow Tile 4
(a) 8"tile,%"stucco exterior,furred,!i"dry wall(gypsum board) .25
(b) 8" tile, 34" stucco exterior, furred, /" insulatng board, /" plaster .19
No. 7. Hollow Concrete Block, Gravel Aggregate
(a) 8" block, plain, above grade •53* 1
(b) 8" block, above grade, %," plaster one side .49
(c) 8"block,above grade,furred,34"diy wall(gypsum board) .33
(d) 8" block, above grade, furred, g" insulating board and /" plaster 23 41
(e) 8" block, plain, basement wall below grade .06 1
(f) 12" block, plain, above grade .47*
(g) 12" block, plain, basement wall below grade .06
No. 8. Hollow Concrete Block, Cinder Aggregate 1
(a) 8" block, plain .39*
(6) 8" block, /" plaster one side .38
(c) 8" block, furred, 34" dry wall (gypsum board) 27 4
(d) 8" block, furred, %i" insulating board, /"plaster .20 /
No. 9. Hollow Concrete Block, Light Weight Aggregate
(a) 8" block, no interior finish .35* 4
(6) 8" block, /" plaster one side .34 4
(c) 8"block,furred,!:"dry wall(gypsum board) .25
(d) 8" block, furred, /" insulating board, /" plaster .19 1
(e) 8"block,furred,1"insulating blanket,34"dry wall(gypsum board) .15 `)
No. 10. Poured Concrete
(a) 8" wall, above grade .67
(b) 8" wall, below grade .06 4
(c) 12" wall, above grade .56 1
(d) 12" wall, below grade .06
No. 11. Limestone or Sandstone
1 ,
(a) 8"stone,furred,'i"dry wall(gypsum board) .39 4
(6) 8"stone,furred,'i"insulating board,fi"plaster .25
(c) 12"stone,furred,34"dry wall(gypsum board) .34 1
(d) 12" stone, furred, /"insulating board, 1/"plaster .23 4
(e) 12" stone, below grade .06 /
(f) 16" stone, below grade .06
No. 12. Glass Block 4
(a) 5)4 x 5)4 x 3/ inches thick .61 1
(b) 7g x 734 x 374 inches thick .56
(c) 1134 x 11/ x 374 inches thick ' .53 1
(d) 7g x 7/ x 374 inches thick with glass fiber screen dividing the cavity .49 1
COLD PARTITIONS (Exposed to unheated spaces)
The factor for lath and plaster is the same as for !i" dry wall (gypsum board) 1
No. 13. Frame 1
(a) Studs, lath and plaster on one side only .33
(b) Studs, /" insulating board, /" plaster on one side only .22 4
(c) lin insulating board on exposed side, studs, Jr dry wall (gypsum board) .18 4
(d) Studs, lath and plaster on both sides 23 1
(e) Studs, 54" insulating board, /" plaster on both sides .15
¶j """'•Studz lath*and-plaster•on-botlrsides;3 4"'fockw6ol.or equry eaf ntl' 0087 WWI_-
(g) Studs, lath-and plasteFon both sides,2" rockwool or equivalent .10 l
*For this type of construction, use Item No. 22 for Infiltration Factor. I
PAGE 44-, .
•
Tom Christinet tic -
�, Custom Designs 0/41/75-
Building
/g9y5Building
And Remodeling -
* 28 GOLDEN ROD PATH
p- BOX 332
EAST DENNIS,MA 02841
(817)3852079
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A Subsieiary of Nickerson Lumber Co., Orleans, MA 02653
(5 OS) 255-btoo
FACSIMILE COVER LETTER
•
TI11IE: �J , c7 1 DATE: I --(7(9
TO: (/QIC) eriq R
COMPANY: IMC t-a - De :i(JoI�
ADDRESS:
FAX NUMBER:
FROM: & CC RC) 23( C
I
DEPAR TM EN T:
FAX NUMBER:
SPECIAL INSTRUCTIONS/MESSAGE:
i y ;
••
Nj
TOTAL NUMBER OF PAGES (Including this cover letter): _
rnO: roccive i41! r>' : `. .. c" I;' :C.,. ,.'1 :•'cr1: -`in ..;:h r.vedvir?:-
u ,� gikpx,ld i✓ ,it .. „ .I'r,r;. F,�tir 7 "S' °.v 'ii.lr;,i 'i �' r . ..r i,.nta�R'^„s'.xPl
k'Tilt? :ir.rts:Mein.,.:
.▪ 4.4 •• —9e' WED' 1 .9 : 04 P . rev '
w•.,,'-lir: . MICRO = LAM® . L.V.L. ALLOWABLE LOAD (FLOOR)
'1t ,y, LE 6 — ALLOWABLE LOAD LBS./LIN. FOOT (PLF),
tea_: •
,.,;-, .
-
Ono-1� 5%;;. .Ono-1%"x7%",: Ono-1%"x934" One•1943311.0sT,••One-1%c'x14";i One-I/ex16T"; One-1%"x18"'
I SPAN' ':LIVE:' ;TOTALS YUVE' ' 'TOTAL •LIVE:'„TOTAL "LIVE TOTAL. `LIVE:•• TOTAL, ,LIVE: TOTAL'. •LIVE TOTAL
1 (tta';• ;LOAD;,LOAD.t :LOAD. 1-CAD. .LOAD., .:LOAD LOAD. %LOAD' 'LOAD }LOAD. LOAD' LOAD'. LOAD' LOAD
6 305 456 660 865 1353 1419 1964 2539 3192 3990
I. 7 197 295 431 635 903 1043 1570 1995 2455 2993
It 8 134 201 298 444 629 798 1144 1202 1625 1995 2394
9 95 142 211 317 454 631 837 949 1284 1640 I't�995 _ Z
1 10 70 104 156 "234 ' 338 507 629 769 981 1040 — 1329 1649
1 11 53 79 118 177 258 387 484 636 760 860 1085 1098 1363
12 41 61 92 138 201 1 301 379 1 534 599 722 • 661 923 1145
tt 13 73 109 160 239 302 454 480 1 615 694 786 952 r 976
14 58 88 129 I 193 245 $ 387 390 531 566 $ 678 781 1 841
15 48 71 105 158 201 j 301 321 462 468 1 590 647 733
1. 16 39 59 87 1 131 167 1 250 268 401 390 1 519 542 1 644
17 73 109 140 ( 210 225 338 329 460 458 570
18 62 93 119 I 178 191 286 280 410p• ,(509 r,
19 53 79 101 152 163 245 240 360 A. 4 (.145,4
`I 2045 1 68 87 131 141 211 207 311 290 ( 412
21 39 69 78 113 122 183 180 270 252 374
22 107 160 157 238 221 331
23 94 141 138 207 194 292
24 - I 83 124 122 183 172 258
23 _ 109 183 163 229
-' 26 1 97 145 138 1 205
,F 1. To size a beam for use in a floor it is necessary to check both NOTES
live!cad and total c ari. Make sure the selected beam will • This table is based on uniform loads and simple spans.
work in both columns. • Table is for one beam.When property fastened together,double the
2. Live Wad column is base/or;defection of L/360.Check values for two beams,triple for three,etc.When too!paged.fasten
local code for other doll rction crrteri3, ' ' ' together with a mremum'Of two-rows of 16d nails at 12”o c:Use
3. Total load column tirade cetlection t0 L/240. ' throe rows of 16d'n Oa a:12"b.o.for 14';16"and 18"beams.
•
4. For deflection limits of L/240 and L/480 multiply loads shaven •
Fpr side,Laded beams,see taele a.
P Y MICR01^fAfd•L.V L.beams are made without camber and will deflect
in L/360 column by 1.5 and 0.75respectively, under load.
• Assumes continuous lateral support of the top edge of berm.
• • t,rteral support required at beanng points.
• Bearing area to be calculated for specific application.See page 16. • '
•16"and 18"deep beams are to be used 1 • • 41 bar , '•
unite only. /p`�M OF I4gSS�
o GARY R. �\ • j,
TABLE 7 — SIDE LOADED MICRO:LAM0 L.V.L. CONNECTION "r st�ucTURAt N�
FOR MULTIPLE MEMBER UNITS t ��F litir71 4&% •;' J
.wrcw�cv..wc-.+.—•rr...,..wr',r.•,,..„, NOTES �.`i^.'��'�� i'ft
1 AXIMUMUNIFORMLOADAPPUEDTOOUTSIOEMEMBER•;r?t`, , OcnNaderavacYclClrl.Pr' J�+�,jr✓.YJ"+J' //� ♦4'
,'+,•b+K irvin?M?sSdSlhn:aor7n.luotl'.EL',.. ^3w€ _i•?:.,':"_."t Tap•e8. � F. ( l '/�rJ
'(NAIt.E=)CONNEC71O)X1l,. 't }1ROU0N t.,0LflD'CONNECTIOMf11','i •• Values Iisled urr for 100%s' s r'Nni
¢��.,���yF .� 'ti•. , c;14'^ i M•..� Increase 15''0 for snow bac 7 r*,1
WRw"'it1tL's..iCr ub 4.. ar 4 fo'in `i ~ ..:n:,,rr�'t.f+�.,. conditions:increase 25%tor non:now roof
�,, 2rowe,l6d f3'rowscued• .4 ;bolt*at2 . i'2rowa•„ S'1•t.)wn• concnons.
No.of',common wire common wire ,'924 o.c.,a '% 'bolts at,' '.1!'-'bolts at, ••C.hr, cnnn,;cti0n9 arc D7sr.�tile wun%nr" c.
:',IplOCea .at,12",o.C:" rat'12",'o. "'• staggered. :12:rc c..,r ` 6;,o.0 tie"C l y me do•.inh orots'.c rlrai
420 I 630 580 I• 1160 I � ?320
'1 2 if ..- . , - (1) For a Inrer•O.ece member,the na•I,^
,e 3 320 480 440 I Se .;
ri_„ i _ soeasl•eo from each side IVa IV 0Should only be us . rei o�. ., are.---- 6 re:c,/io:it(3 from eacn side;
appllnd to both side:• `' NW,:wmbor8,• ", (21 Bolt h0:es are to be the some❑lams:Cr do
4 NOT RECOMMENDED ` tree oat ono 10Calerl 2"from me;cu r,^o
390 1 7PA.. I 1560 I ' ocb:m of Inc member
^>1
•
•
t 1 -90 WED 15 : 04 P . 02
NICKERSON TRUSS
'a .,,' . P.O Box 99-15 Main Street
` , r. , Orleans, MA 02653
+iEY 2550200,• .
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f: aL" it • "{�1.14,-,^c .a . I .v ( .�ntil, ., I by ?NI, }M1�WW�I trip r �t: r & r2is ;
ne 1..z.- tit IlJ. •-��f:'.i,�gy ,• { i d'` 1 > ti,.6 'a S .. �•,� < KItr i
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_ SIDING
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////// 7
ROOFING
t,.4oly.._ ^ ROOFING
6 1111614,, ,?
—FACIA 12 •.,,1 . 1 "�" ` �C
11 DECKING 6
TRUSS
Ii —NAILER 12
DECKING
Scale:1Q"•1- Scale;WO"
AVpeak vent A/flash vent
T.M. TN
For buildings of contemporary design, AV Peak Vent This product fits snugly Into the angle formed by a
provides effective, continuous roof ventilation with a shed roof and a vertical wall and provides 9 sq. In. of
low profile for a trim roofllne. Includes baffle de- net free area per linear foot, with baffle to deflect
flecting wind upward for venturl action to draw air wind for venturi effect. Must be balanced with
from confined space. Provides 9 sq. In.net free area continuous soffit venting of 9 sq. In. net free area per
per linear foot and must be installed with continuous linear foot. One-piece construction . . . all alumi-
soffit venting providing balancing 9 sq. In. of net free num. Takes the place of cant strip or metal flashing
area per linear foot• All-aluminum, one-piece con- et roof Juncture.
struction.
Available information:
Write for any of the following: For technical assistance and information,telephone
• 24-page book"Principles of Attic Ventilation" Clarke K.Wolfert, P.E.,Technical Director,(309)688-5020.
• 16-page report"Ventilation and Condensation" / INC.•.AV Ridge Univent Technical Bulletin,Installation
Instructions AIR V ENF 1 JC
• AV Ridge Vent/Strip Vent Brochure,Installation
Instructions
• AV Peak Vent/Flash Vent Brochure,Installation
Instructionsx ' l 4801 N.PROSPECT RD.
• AV Hurricane Pak Folder ',$_ r. d�,t int PEORIA FITS.,IL 61814
• AV Air Flash Brochure V. (309)688.5020
I
Form No.PR980-1I I
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DATE: 'I_ I O _ (,9 REVISED
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EAST eLEVTTioN_
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. (A,. s " REPARED FoR JOHN nN9 UNA iGL.l51
1 WINDMU.L I.AAtt WEST YARMOUTH , MA '
SCALE: 1/A it z 1/ APPROVED BY: DRAWN BY
l , l, C -
DATE: REVISED
• II - 10a89
WORK 13Y U GTDM Desi GN5
ToMCI+C�IhsnNAT 3SdAT
5• o79 ? E HAMMOND
/\ssms�, Z S IV\A i6 . .PARCgi. C_.lw•.I IDRAWINONUMBER
. t-wo m' E Al elcy leo' d 3 0-r 3
MoRTN ELEVATIOIA.
1 I I _1-1—
AdPNALT I I I E'xISTIN(T. I _I
Zoo .1-1003eII
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W FFIt 610-6/44a.
6T0Ew#t -- •
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.PREFAREO FoR JoHNI AND.CY\14 BJ LI5 i
-7 WINDMILL LANE \A/Et1 yk` - OOTN T MA .
SCALE: I/411_ ` g APPROVED BY: DRAWN 6Y. 11
DATE: REVISED
tt- 'OFe-
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TSM CHRISTINAT 3&r-1079. 'PITT= WA•"+Noroo
• Asst.5502.s MAP ICo : PARCEL. c-DOI DRAWING NUMBER
Fl000zot a 1 A-I elev IV 1 °r 3 .