HomeMy WebLinkAbout0147 SETTLERS LANE Ll
Town of Barnstable
Building Department-200 Main Street
f63y. `oro
oM�+° Hyannis, MA 02601 `
Tel. (508) 862-4038w
Certificate Of Occupancy. J
Permit Number: B-2014-09009-1 CO Issue Date: 8/2/2016
Parcel ID: 272-213 Zoning Classification: RC-1
Location: 147 SETTLERS LANE, HYANNIS Proposed Use: 1300
Gen Contractor: Jacques N Morin
Permit Type: Residential -
Comments:
Building Official Date:
f
TOWN OF BARNSTABLE
cl
201409'009 Bu °- . . ng BARNSTABU& * Issue Date: 03/05/15 _
>,MAS&
039. �� Applicant: MORIN,JACQUES N. Permit Number: B 20150443
A Proposed Use: DEVELOPABLE LAND
<_ P Expiration Date: -09/02715
Location 147 SETTLERS LANE Zoning District RC-1 Permit Type: NEW SINGLE FAMILY HOME
Map Parcel 272213 Permit Fee$ 816.06 Contractor MORIN,JACQUES N.
Village HYANMS App Fee$ 100.00 License Num 57770
Est Construction Cost$ 160,000
Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND
i BUILD A 3 BEDROOM SINGLE FAMILY HOME WITH 2 CAR ATTACI 1EDTHIS CARD MUST BE KEPT POSTED UNTIL FINAL
i GARAGE INSPECTION HAS BEEN MADE. WHERE A
CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH
Owner on Record: MORIN,MARTHA M TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL
Address: SETTLERS LANDING II REALTY TRUST INSPECTION HAS BEEN MADE.
1597 FALMOUTH ROAD,SUITE 4
CENTERVILLE,MA 02632 4�9�
Application Entered by: PF Building Permit Issued By:
THIS PERMIT CONVEYS NO RIGHT:tO:OCCUPY ANY.STRESr ALI:&Y OR SI6E*,I',U OR ANY PART.7'HEREOF'E17 PIER TEIvIPORARn Y.OR-PBRMANFNTLY."ENCROACHMENTS ON PUBI iC 0E1tTY;NO
SPECIFICALLYPBRMrCFED UNDER THE BUII DING CODE-MUST BE:APPROVEp BY THE JURISDICTION: STREET OR ALLEYGRADPS AS WELL AS DEPTH AND LOCATION OF PUBLIC RS MAY:BE
OBTAINED FROM THE DEPARTMENT OP PUBLIC WORKS..TEIE iSSUATICE OF THIS!PERM-IT;DOES NOT,RELEASE'THE APPLICANT FROIvi THE CONDITIONS OF ANY APPLICABLE.SUBDIVISION
RESTRICTIONS
MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK:
1.FOUNDATION OR FOOTINGS.
2.SHEATHING INSPECTION
3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED.
4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION.
5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION).
6.INSULATION.
7.FINAL INSPECTION BEFORE OCCUPANCY.
WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS,
WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION.
PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF
DATE THE PERMIT IS ISSUED AS NOTED ABOVE.
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A).
BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS
2 051V-40-t - g ,&. L 2
3 re �1� 1 Heating Inspection Approvals Engineering Dept
� it, ok o/eib�kC
C'a/'�e�rc�s L'�tti yo%7�
Fire Dept 2 Board of Health
Total Green Energy Solution,LLC (TGES) _
Save Energy, Save The Earth!
Blower Door Test Form
Client Information Building Information
Name: Jacques Morin (Bayberry Building) Address: L41-H147Settlers Ln
Address: 1436 Lyannough Rd City, State Zip: Barnstable, MA 02601
City, State Zip: Barnstable, MA 02601 Test Date: 5/21/16
Phone: 508-776-2953 Test Time: 9:30 AM
,E-mail: bayberrybuilding@comcast.net Point of Construction 0 Rough Final
Blower Door Test Result
Whole House Infiltration: 1922 CFM
House Pressure: _-50 Pascal '
1"floor Living Space: Square Footage = 1,632 ft2 Volume= 17,659 ft3
2nd floor Living Space: Square Footage = 588 ft2 Volume=4.704.ft3
Total Living Space: Square Footage =2,220 ft2 Volume=22,363 ft3 °
ACH50= CFM50X 60/Volume=5.2 ACH50
Some of the areas that can be improved to reduce the whole house infiltration for this project are
weather-stripped attic/kneewall hatch/door, basement door, and installing a weather-stripped basement to
bulkhead door. For a complete list please see attached.
I certify that this test was perform mpliance with applicable standards
Tester's Signature:
HERS Rater Name: : Bijan KHosraviani
r
HERS Rater Company: Total Green Energy Solution
HERS Rater Provider: HERS Raters of Massachusetts (ERM)_
Total Green Energy Solution, LLC
Lexington,MA
www.TotalGreenEnLrovSolution.com
Phone:888-818-TGES(8437)
Fax:781-345-1121(F)
i
82.74'
W
I ,
I
I
11.8'
I
(A EXISTING
FOUNDATION N
rn
12.3'
1
I
4' Lot 41
�; rea=10,001 f Sq. Ft.
W Or i---bn =--
u, 0.23f Acres
mi
DRAINAGE
ml
1' L=14.56' I EASEMENT
43.19' .,=270.00 18.14'
SETTLERS LANE
FOUNDATION PLOT PLAN DCE #00-018
PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE
LOCATION #147 SETTLERS LANE HYANNIS, MA
SCALE : 1" = 20' DATE : MAY 27, . 2015 PREPARED FOR:
REFERENCE ASSESSOR'S MAP 272 PARCEL 213
LOT 41 PB 610 PG 94 BAYBE '0= MING
I HEREBY CERTIFY THAT THE STRUCTURE ssq
SHOWN ON THIS PLAN IS LOCATED ON THE � oy
DA
GROUND AS SHOWN HEREON. oo A.
m
on soe-az-4541
OW c' OJALA to
roK soe a8z-eeeo
No.4098
down cape engineering, inc. C5--,-1_ ` ^'FPS �e
CIVR ENGINEERS ———————————— ------- (q rrSiJF� �� -------
LAND SURVEYORS DATE REG. RVEYOR
939 Maln Street — YARMOUTHPORT, MASS
• J
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Ma ParcelApplication) #cam (6
N
Health Division Date Issued3--5- 2"
Conservation Division Application Fee
Planning Dept. Permit Fee
Date Definitive Plan Approved by Planning Board ck
Historic - OKH Preservation/ Hyannis
Project Stree Address & Lcg f `� r (�.�2� is bA
Village
Owner<�] ks ����o '
Telephone �-
Permit Request N'° e_
Square feet: 1 st floor: existing proposed 15CL3 2nd floor: existing proposed I �Total newc��
Zoning District Flood Plain LA oundwater Overlay.
.Project Valuation /(o 6 Dock Construction Type loom—
Lot Size o23 Grandfathered: ❑Yes ❑< If yes, attach supporting documentation.
Dwelling Type: Single Family d-' Two Family ❑ Multi-Family (# units)
Age of Existing Structure h Ar Historic House: ❑Yes ;-two On Old King's Highway: ❑Yes _.zWo
Basement Type: Jfull ❑Crawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) -3
Number of Baths: Full: existing new Half: existing new
Number of Bedrooms: existinew
Total Room Count (not including baths): existing new- lD First Floors 1 om Count ram:
Heat Type and Fuel: .0'Gas ❑ Oil ❑ Electric ❑ Other
Central Air: Urles ❑ No Fireplaces: Existing New _ Existing woo /coal stogie: 'es_.6Mo
Detached garage: ❑existing ❑ new size_Pool: ❑existing ❑ new size — Barn: existing❑ no size_
Attached garage: ❑ existing ;,Jiew size _Shed: ❑existing ❑ new size _ Other: O°
Zoning Board of Appeals Authorization �Apped# �� Fk s d U-1
-ta-33
Commercial ❑Yes �1�o If /yes, site plan review# 3S_ �13�'
Current Use l .A Proposed Use a c-t.. l
-APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
Name Telephone Number
Address , w ,� License#slse �S7
Home Improvement Contractor#
i
Worker's Compensation#
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
T
SIGNATURE DATE
FOR OFFICIAL USE ONLY
APPLICATION#
DATE ISSUED
MAP/PARCEL NO.
'ADDRESS VILLAGE
OWNER
DATE OF INSPECTION:
FOUNDATION r
}
r
FRAME
INSULATION
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL-
GAS: ROUGH FINAL
FINAL BUILDING
DATE CLOSED OUT
ASSOCIATION PLAN NO.
i
- The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
600 Washington Street '
Boston,MA 02111
www.mass govMa
Workers'Compensation Insurance-Affidavit: Builders/Conti•actors/Electricians/Plumbers
Aipplicant Information Please Print Le •bl
Name(Busmess/Organizafim/individual): LA
Address: lq3 co
Q
City/State/Zip:_ Phone-#: •�d� - ����Q a
Are you an employer? Check the appropriate box: -Type of project(required):•
lIN-I'am a employer with ---S 4. ❑ I am a general contractor and I
. employees(full and/or part-time).
* have hired the stab-contractors 6. New construction -
2.❑ I am a'sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling
• ship and have no employees These sub-contractors have 8. ❑Demolition
working.for me in any capacity. employee¢and have workers' 9.
[No workers'comp.insurance comp.insurance"$ ❑Build�inj addition
required.] 5. [] We are a corporation and its 10.❑Electrical repairs or additions
officers.have exercised their -
3.❑ I am a homeowner doing all work. 11.El Plumbing reps_irs or additions
myself: [No workers'comp: right of exemption per MGL 12.❑Roof repairs '
•insurance Seguired]t c..152,,§1(4),and we have no
employees. o workers' .•13.❑ Other
� ..
comp.,insurance required.] .
*Any applicant that checks box#1 must also f 1 out the.section below showmg.&cir works s'compensation policy t6cumatim
t Homeovners who submit this affidavit.indicating they.are doing all work end the►hire outside cont sdpt s,must submit anew affidavit indicating such.,
=Contractors that check this box must attached an additional meet showing the name of the sub-contractors and.state whether or not those entities have
enpioyees. If the sub-contactors have employees,tlsey must'proyide their wormers'comp.policy number.
Iam an employer that is providing workers'compensation insurance for my employees Below isthepolicy`and job site
information.
Insurance Company Name:.
Policy#or Self ins.Lic..#: Expiration Date:_
Job Site Address: Z .' n
•City/State/Zip: 4 6— 0
Attach a copy of the workers' compensation_polfcy-declaratio > age(showing the policy number.and egpirat€on date).
Pail me.to secure coverage as required under Section 25A of MGL a 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year impnsomnent;as welt as civil penalties in the form of a STOP WORK ORDER and a fine
.
Of up to$2 0.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of
Investi ons f the DIA for insurance covers a verification.
I do her ee :ender the pains-and penalties of perjury that the information provided a is"and correct:
al Simature: Dam:
Phone
fTicial use only. Do not write In this area,to be completed by city or.town official
City or Town: w o
t3' Permit/License#
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other "
Contact Person: ` Phone#•
GATE(VIII/DDIYYYYt
CERTIFICATE,OF LIABILITY INSURANCE
IFICATE IS;ISSUED ASA.MATTER OF'INFORMATION ONLY AND CONFERS NO RIGHTS,UPON-THE CERTIFICATE HOLDER. H
rtTC�IFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED I3Y THE POLICIES BELOW.
IFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($);AUTHORIZED REPREESENTATIVE
R THE CERTIFICATE R:_
IMPORTANT:If the oeriffioate holder IS an ADDITIONAL INSURED,the poticy(ies)must be endereed. If SUBROCATION is WAIVED,sub)eut-to the
fins and Conditions of the policy,certain.policies may require and endorcemant. A statement on this certificate does not collar tiohls to.the
certificate holder In lleu of such endomemen s.
PRODUCES CONTACT
NAME:
DOW I ANG fit ON H11,I NFs PHONE FAX
973 I YANNOUGH ROAD (AIC,Ne,EXt): (AM,No):
E-MAIL
IIYANNIS,MA 02601 ADDRESS;
22LfiR INSURERS)AFFORDING COVERAGE NAJC it
INSURED INBURERA! AWRICANZtIR1'IIINSIMAN(T..(1)MPAVY
BAYBERRY BUILDING COMPANY,INC INSURE 81
INSURE C:
1436(YA N Nl)f.Gil F INSURER D:Kl),5171'I'I'.4 INSURER E:
11YANNNIS,MA O2601 INSURER F;
(:UVERATaEl3 CERTIFICATE NUMBER: REVI%kUN NUTA SM.'...
TKO.8TOCERTIFYTHATTHE'POLIVESOFPISURANcELwED:suawtiAVE SEEN MSUEDTO THE tHS rw MEDMraFDRTNEPOLICYPERADINDEATED.NOIWR'HSTAND910
ANY:RMNEWNF TERM OR COWTION OF-ANY CONTRACT OR OTHER DOCUMENT WRH RESPECT TO WtGCN THIS CERTIFICATE MAY RE ISSM OR MAY PERTAIN.THE INSURANCE
AFFORDS BY THE POLICIES DESCRIBED HEREIN 19 S1IBJECr TO ALL THE TERMS,EXCLUSIONS AND CONUITONS OF SUCH POLICIES.UNITS SHOWN MAY HAVE SEEN REDUCED aY
PAID CLAM.
a
110 M AUU U M PLUALY W-UAl k POULY OAP UAI h
LTR TYPE OF NBURANCE L R POLICY NUMBER O MIDDIYYYY) (MMIDDIYYYY) LIVITS
GENERAL uAaiuTY CH OCCURRENCE $
I:OIN&H(AALGENtbtALLIAIiIL1.IV AMAGC70RCATCD S
raamMoir ❑TIRYIIIR
'EN
ED EXP(Anyone pemm $
ERS
, ONAL&ADV INJURY $
GENt AGGREGATE LIMIT APPLIES PER AGC,REGATE $ _
rouc.Y 0 ri ErT Q LtX ROC
CC�hBDUCTS•CONE IOP AGG $
AVTOM0131LE LIABILITY [NED SINGLE 6
ANY Avro LIMIT(Es eccidur..)
ALL OWNED AUTOS BODILY INJURY $
Sri MI LE A.ITOS r�won)
1IIREDAUT05 BODILY 8i
(a,r 1>tAMI"11)
NON-0WNEDAUTOS VM)I'h.HIVUAMAUt $
1'PJ Rn(N11P.n1)
s
umin LLALIAB OCCUR EACI-WICURRENCE
CXCCSiLIAO Cd.A1M1rMADC AGGREGATE $
DEDUCTIBLE $��.
RETEKTION 3
WWK111%t'OIApFNFATYIN AND X WC.RTAT1rro"y nTtIFiB
EMPLOYER'S LIABILITY Y/N U84E(A7&g0-14 NVIAd M4 0?ff1F 2015 LIMBS
ANY 1`1710 I ROMMATNCMMECUME Q NIA t.L.tA(:H At t:luhN 1 $ 50D:OOD.
OFFICER)M MREREXCLUDGD?
(fLandetoyinNU) 61.13I£EA H.6A WPLOYEE $ 600,000
D s r ipTi hr
N 0.6 E.L.DISEASE.r'OLICY LIMIT $ sw o
DEsc�RmTIoN of arEflaTpNs;rolnY ,
nFSISHPTON.OF nPRRATInNSq W.ATI0NWVFHICI FR,IFIFFiTRICTICINSIMPFCIAI ITFMS
MIS UrTV CM!ANYTRT011CMITIVIrATT7&StTrJ1TAITTITt1!RTTfTC.1T:RQT77TRnFITi'TTMrWpRTffRgCtNNPC.AVPTIAtT..
CERTIFICATE HOLDER CANCELLATION
OWN Ut SAWN 1ABLE SHOULD ANY-OF THE ABOVE DESCRIBED POLICIES BE CANCEICED
13EFURE THE EXPIRATION DATE THEREOF,NOTICE 1MLL BE DELIVERED
200 M Al N S'I'R 1;1;U IN ACCORDANCE WRH THE POLICY PROVISIONS:
AUTHORIZED REPR4&VAPE
HYANNiS,{VIA AT 601 �' ^.- ' t3,U•7.. ":•
AGORD 25(2010105) The ACORD name and logo are registered marks of ACORD 1988.2010 ACORD CORPORATION.All rights reseived.
I '
I
Massachusetts -Department of Public Safety
�VJ Board of Building Regulations and Standards
Construction Supen-isnr I &2 Famil
License: CSFA-057770
JACQUES N M04IN
1597 FALMOUTH ram,
Centerville MA 0632,
t r 19
• Expiration,
Commissioner 02/16/2016
` a
r
k
Town of Barn-stable
Regulatory Services
F Rlir7Vf.T1 RTC � -
MAEL Thomas F.Ceder,Director `
-Building Division
Tom Perry,Building Commissioner
200 Main Strzet,Hyannis,MA 02601 -
www.town.barngtable-ma.us
Office: 509-862-4038 Fax: 508-790-6230
Property Owrier'Must
Complete and Sign This Section
If Using A Bujlder
as Owner of the ject prop
erty
hereby authorize E n my beh2H,
in all matters relative to work a oozed by Ibis b permit application for.
(Address of rob)
(2�)C,,zo
Signature of Owner ! Date
Print Nirm .
If PropdrtY Owner is applying for permit please complete the
Homeowners License Exemption Form on the reverse side.
LEGEND NOT ALL SYMBOLS ASSESSOR'S MAP 272 PARCEL 213
ARE UTILIZED. ZONING SUMMARY
O SEWER MANHOLE / ZONING DISTRICT: RC-1 w
FIRE HYDRANT // V 122•ss \ MIN. LOT SIZE 43,560 S.F.
332./ o MIN. LOT FRONTAGE 125'
eOo WATER GATE VALVE _ J .' MIN. LOT WIDTH
O CATCH BASIN ,/� MIN. FRONT SETBACK' 30'
1 3 Wti MIN. SIDE SETBACK 15'
[55] — PROPOSED CONTOUR 86 Z -MIN. REAR SETBACK •15'
SIGN ZONING DISTRICT: PI — AHD
YH+ ®t INV.: o MIN. LOT SIZE _ 10,000 S.F.
TEST HOLE �.\ 64.01 ��,•o - MIN. LOT FRONTAGE 50' (20' CUL DE SAC)
DECK "N J MIN. LOT WIDTH 65'
CLEANOUT Area=10,001 Sq Ft. /--�� STUB � s MIN. FRONT SETBACK - 15'
_ 43.31TT Of PROPOSED DWELLING `°. J 62.90 /w MIN. SIDE SETBACK 10'
'' 66 EXISTING CONTOUR O.ZJ -' GCQS / T.O.FND. 69.0 �/'J MIN. REAR SETBACK 20'
• 1 � 35.g•
3 M
_ 66.5 1 PROPOSED SPOT GRADE o s ` _ I ,,I SITE IS LOCATED WITHIN THE GROUNDWATER
s' �r PROTECTION OVERLAY DISTRICT
APPROX. TREE LINE " S 62. FLOOD ZONE: X
+50.1l S
EXIST. SPOT GRADE 1 �- S
� 1 131.10' +fnir L (FEMA FIRM PANEL#25001CO566J) 7/16/2014
® "� PROPOSED LEACHING PIT - -�� .
-; 6'X74 EFF. DIA. PITS o REFERENCE:
`= �+ 1—NEe N v, PB 610 PG 94
SEWER LINE LINE OF FORMERLY g�g,� �r�+
W—W— WATER LINE PROPOSED SEWER �f n RESI ENTUL SITE E PLAN
EASEMENT
_G--G— GAS LINE PROPOSED LINE OF
SEWER EASEMENT PREPARED FOR:
—E—E—U.G. ELECTRIC BAYBERRY BIJ LDING
w
ANTIQUE STYE POST LIGHT +
�,�,� LOCATION LOT 41#147 SETTLERS LANE
{oFcy J��HorMx"_o SCALE 1" = 20' DATE : 12-23-2014
DANIEL DANIEL.A. N -
K a A• OJALA
No4osao CIVIL SHEET 1 OF 2
No.4B502
(pOFE55+tea p �t'G/ ,E0.�0 4•"� - off 508-362-4541
�nn�SURVEy� FSS/ONAL E�G fax 508 352-9M
down cape engineering, Inc.
CIVIL ENGINEERS
SCaie:1"=20' ` �� 'L/ /�y LAND SURVEYORS
I J 939 Main Street — YARMOU7HPORT, MASS.
0 10 20 30 40 50 FEET DANIEL A. OJALA P.LS. P.E. DATE
_0 _00-018 DEFIN & SEWER 40A + 406.DWG
REScheck Software Version 4.6.0
Compliance Certificate
Project BAYBERRY BLDRS
Energy Code: 2012 IECC
Location: Hyannis, Massachusetts
Construction Type: Single-family
Project Type: New Construction
Conditioned Floor Area: 2,050 ft2
Glazing Area 17%
Climate Zone: 5 (6137 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
LOT 41 SETTLERS LANDING
HYANNIS,MA
Compliance: 0.5%Better Than Code Maximum UA: 217 Your UA: 216
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Envelope Assemblies
m a?fta M
Guam= WOW
Ceiling 1: Flat Ceiling or Scissor Truss 850 38.0 0.0 0.030 26
Ceiling 2: Cathedral Ceiling 210 38.0 0.0 0.027- 6
Wall 1: Wood Frame, 16"o.c. 1,450 21.0 6.0 - 0.057 67
Window 1:Wood Frame:Double Pane 217 0.310 67
Door 1: Solid 21 0.250 5
Door 2: Glass 36 0.290 10
Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,050 30.0 0.01 0.033 35
Compliance Statement: The proposed building design describe here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The propose building has been designed to meet the 2012 IECC requirements in
REScheck Version 4.6.0 and to comply with the mandatory requir ents listed in Z REScheck Inspection Checklist,
� - S q-u F M&U I) s
Name-Tie i natur Date
Project Title: BAYBERRY BLDRS Report date: 01/16/15
Data filename: Untitled.rck Page 1 of 8
9
I I LEI .__�
_ _■r__rl r■_r_r '�1 -I—� �_����rl1�i■1 tLS'I�������� ��
iii,
_._r_.___ 1_._ _-----------------r �-_.... ■■r_-■■._rrl I.M■_■a.p-■.1 .._._. _._._. ............................ �_._m-\ 1_.r._I _._._� .. -_.—.—■_._._._._In In■..a_r.-M.I . ■■■.■■. r7._■_._' .. ■_.r._:■■r■...■....- '■■■_rrl,- Ir._r_____r Z--rr__._rr.r-_-I I i ui►�i iI I I I I I I I I --.--.--.-■.-■.-..■ ■__ -man---
.......................... _ --�
.. .
DESIGN
■
_-_.__r■r■r-r.. ■u_uuuro_uou.a■.■. M.M.
_.. _gin - =-.c ■u.uo.r.r_ovuo. o_■_._r_.rr_._■_r
I
■ ..
awmwwww
-• .,� •rrr I_I
IO OI
- n_ul l. p u■yu■.� . .
■o■mw p
1 \ I 'T�Ali i=mn. BEDROOM
-.i�k ,
r-■r-r\__.__ \._._I'._'-.
..-1 ■—■_._._ _ I .._._._■ ��
...■. �.-i-:a�i i :�i. ■ _ ■_.■ --- mil; :��i�� ama ►
_rrl■■■■-mama. - i__._■r.a. __■ ___.___ la. =.�.._rr". ��ria :� :' .,
._r..■■■. r_rr .u..u.■.r.-.a.. .. - �■ur.. •:._u-.uull...... ■u■�.... �..
_ _Lam-Jwa- ._r _ -_-► __rr■ -!� ■ •I -rrrra , -. --. O
■■_■ .... I._-• -r._- -- -m-- .Mama-.r■M I.
...._.r .�r__a _.r._.� �.r._.■D Ira_\_.- Ir.r 1—._ r II. O ■
1_.r�� u_u. uuouu -- i_o_u_.u■ I�oouruull.�u■n I.uu. n HEADER _
�iZ-iri �l�.ii.:.i�.r."'r._i_i�i■�1.-•_-_•_ - 1-•_•_! r-_■_•r-_-n - - p
...■■r.t.ra_r■ �.�'___`.--Mara a__._.... '.■ ■.r....11i:.,r...._.■'Iral:::■.-:..:�r..■../.lip:`:-............... � , b Fi■=`
_ ■■.■■.■■.Mara. •.■■.ra■tart■.I ■■rM.-■■_■.r"li:,.- "—''�•
■ _ . _-ram-mr■_/ ♦-I-_■_._.. _-r■_-_.lill;�. ......__________________________ ____i"......_....a-.a_... ■_._ —�
.� �.�%■ - 1_.r.—r_.t/�'• �.___Y__r■ rrr._.—a�J•:i; I .:�;..._-_ram■—._ ■�1 I� /
Ir.-. ■un.uo■r■ �_v.��■iuu.uoul :u.un.Mu■■1;; ■■ ■■ ■■ ■■ ',:;Ilil_M._.a-o.u..n
_._-_._._._- ...
__-■-ram■ 1-r_-_._.■'i;> ■■ ■■ ■■ ■■ _._r_._r_a 1_■l ■ _
:a_■..M.rM....m..-/.mr/r■■r.■_■..■a.p-1 r/.M.rMar/■.apt; ai_._._.r._■_ ■..■
..... -■---------■-mama- ......WI
- _
� �:�:��: — =- _ 1-■-----Mama_ .... -
Ira-. '�' I. ■■ I �:�..,.-..............1............ .. AREA _--
Irmrr .�_■r._.rm_■-■r.-ou_-r.r■. IIIIIIIIIIII IIIIIII ■■ ■■ I�.Itlilllllllllllllr -•.•.- ..■ 1 .. ..:ram I
�— .v a7 I I. I_I"_ Mama Mama_.—.- Iu_■_._■_■_. i_■1
O -
♦ — ♦ II
0
TWO -
- ■
■
■
_
..r.r._ OR WIOX26
STEEL BEAM FLUSH
.. 1 _ .
I
-1 man-
_ .
�_mr._■ Irr_rra � � O
Irr.■r..■■...-rr■...■-.. .■r. Illlllllllflllllllllllllll'I
r o i■iui ii► W: 1 '
u-.■m•■ .■■■ ■..■uU..ar .. ..
-�--- _■ _r___-_n. _ HEADER
_■_.I :.-Mama] - ............■■..............: .Mama. r._Mama_ ...-.
1_._ll •I 0. _=_--., ■■■ i��_._._._. •r----1-�: :-:-:.■■■��::.-:.::�::■■,�.-:-:.-::■■■;tea I
■■o■■ -•� Mama_ ._._._--:Mr..- -
1_.rl ... �. �:��'._. I■■■_ Mama 1_.rr_■rr,... �1■ _.. Ir■__■■■�•_•_•_-•,■■.urmr._.-■■■i._Mama.mman..- 1._r_-_-r�._■ 1. Mama ....... lu.uo r ...... ..
rr_I '1 _Mama i■■■ �._ia:�iitiZa ■■■ ��:■I I�i�:■■■r._._i�.il■■■Ir_i�i�.il■■■'ia� • - -
■u.:
:u_■ i■,■ 1 ■i.i:�i:.�:.iuil „� toil ..an..■■'__r.r _il■■■.ir___r�I■■■�� ! .
_._.1 I I_.1 Y •—r_.i---- --�__._.rrrr_. .—■ .._■._a.—.. Ja.■.-..-.■.■■—..—......■■...-..—..'�..M.
_u.■ ■i_ m:-m-----■_..._.r.rm-.r.■ uti I�.��ri�r_ _r_In
�■■-r_-s Ira_. U_• tart.-r_.r _■ .-■ r....r.._r.tram.._.._.._.■..._■a.r.-...M....r.._.a. ■ @_. ._ �_I�fi "'
I_:n_m1 I ��� ���I -�■_.u■..n...r ul I� ■ .a-_rorm-1 u_---_-__r-_mr-_r__--_-_. ll�
IM
♦ -_——=�
BUILDER .n ...-'__c
� � �
....... ...... ( i LATERAL .•. ••'�.• a °A.
ANCHOR BOLT AND _ UPLIFT -,a"CONCRETE WALL r•• •o•e ,o
-•
!9C' 9°%9"%I/4"PLATE WASHER DAMP,PROOFING CSA "°d.
.APPROVED, ��••
u7 p 2X6 PT PLATE HEA e
S _ TYP.SPACNG p.
o p .c. '.•'•..' e ' 4"POURED CONC.BLAB
-0" ! •�' S i• O ,,. • _•�••••„ •2X6 KEY, 'e •D' e•.°de °do °d• °Ao•°pe•Op.
.. . ................4 4 e•°Oe•.°Qro •'.°d•n'. .10"X22"GONG.FTC. •d p.e • .:'.:'.•:.','.':-•
...............................
•• •• ................................................
• •••• ! a. a rt� •• l-MIN, o r° � ° •COMPACTED•GRANULAR•••
�inaw iejulnujunuuupnaaj uno�i� ro qa,�, o•e °pro d• °p^ a•e °
....... ... .. .... ... .............. d - 6'-4, ( •°'°p.°•°p.e
........ ........ 4 ............. T ♦ • • 'I.•• O O •••O ',:♦a •..•° •,:Aa e
• • • • •, .O
_ �3-2x10'e 14 V •o•.°d•o'•Oro•°0•e'°D• .° .°
S O BASEMENT Q ^" ,,. ,e: ,e w;•°p do °De °De pe•
° • ° • • FOUNDATION WALL
—2XIO'o o I6"O.C.--r — '= — Q •• ° °Oo•°ps•°A• ~•D•e•. .°A•e .°A•e A. A, pro e d p
eTAIRS�P ° ` FdOTING -FOOTING DETAILS
L (ABOVE) ••. ••. °1 OF PLATES �D' ° o ° '° • ° e , o•
� • ' 8• CONCRETE WALL
— 1�q•1/ Q 0 0 ^j i•. •,. ° • 'a •,•
°p•• A•e'r •• p•e p•o a
— GONG.8lA8
7YP 4'THK 5.�..: •• •D'e s • a ♦ •'•e dro .
!Q -W/FIBERM88H — Q II" -:�i�i• •4 • o• •e,, a,•
t0 = OR EO AL. n Y M 'i.•° o o •<,!°,
/Y 1' i•7 •n d•e d'e .
1 ly 3 •�!u,An-V��rN l.� +1�• t.if ii'N�.4 .4�A"(4�..iI;A',:. '.{ °
I. .S_ I+ ........... .................. ................ .4 "
TYP. ANCHOR BOLT SPACING
a =
y s e r
$ 3 -L•• o GARAGE
7r-Sr•-;4 Q s 2XI0'e o Ir."O.G.—► ! • ,
.(ABOVE) -
,
Q
• � � C r I' � ti 17
23,-0II
—
^ �' ie ..
�T�T..ITQF..:........... .. ............. 4,-0F 15'-4F - 3,$F
s Q k
......... .Q ............ ...........11=115^... .( ...........II'-41y"........... 9'-0" O 14'-0" e
i
QZ Gj —
r •• BATH `—culrvD uNe
Q
,0 4 V _
................. ......... ... :6, F • W _ E �\ x. * m BEDROOM 03
� Q
WINDOW 4 DOOR SCHEDULE
.--4
ID QTY MANUF. MODEL * R.O. NOTES " `
FOUNDATION PLAN 71
-
IS 8 ANDERSEN DH28a9 32"X51"
B 2 - ANDERSEN DH2840 - 32"X48"- G ANDERSEN GTC2/G235 48-I/2"X61-3/4" FOYER "•••-'-••---•• .
'
-
D 1 ANDERSEN CTN28-2 68 X36-1/2 •. BELOW O° t 4
D 1 ANDERSEN TW2846-2 68"X51"
E I ANDERSEN NLGD120611.4 .II'-93/4"X83"
• F I ANDERSEN A31V 36-1/2"X24-5/8"
23--0"
G 1 ANDERSEN AN61 STAT. 12-3/8"X21" S 'v -
H I ANDERSEN CIR24 28-1/8"- _j...................... ....................................
1 1 ANDERSEN CTC3 12-3/8"X38-3/4"
J 2 VELUX V56O6 443/4"X46-1/8" -
K I 16/OXI/0 GARAGE TRAN. -
°l 1 3068LH 38-1/2"X83 MAIN ENTRY ..................•........_...._........' _
e2 t 2868RH 9 LITE 34-I/2"X83" GARAGE DOOR SECOND FLOOR PLAN
NOTE: CASED OPENINGS R.O.(ADD 2"TO WIDTH AND 2-1/2"TO HEIGHT J '.................... .........:........t -
NOTE: WHEN BUILDING STAIRS ALLOW FOR 3/4"FLOORING o FIRST a SECOND FLOOR.
BUILDER JOB ADDRESS DESIGN
- DATE _ REVISION DRAWN BY PAGE SCALE
BAYBERRY BUILDING CO. RANCH/CAPE HOME G�J�(✓,NJ�fr7IOMAVES/Cv0va01��1/-ll 4-21-10 . M JB •�oF� I/a".1'-0° ✓� 17t�islgns
W (N PlRCNASE M DRAWINGS LEAVES PNRCNABER RHDPONeIBLP FOR C-0MPLNNCE WIN ALL (1!E%ACT 5138 AND REFiFORCEMEM OF ALL fgNWR8T6 FOOTMGS ())ALL PJOTINGS BNALL®[TEND OELOW FROeTLn"H'hRIPY OEPTN.
r LOCAL pJLLDSG GODEB AND ORDMANCE9.A D *Wo MAY NOT OE NELD RUPON 0. . -51 OE DETERHM Dr LOCAL W%CONDNION AND A WTAZL (,)VER-BTRNCTLRgL ELEME b FOR DEBGN•SIZE rn.eox Jae (FAGIBJ 494-9534
ZI FOR eve CONOMON5 OR FOR TI •5E OF T WE ORAWWI OARING GOWRLGTION. PRACTICW OF CONeIRIKTON.'✓ERNv DESIGN Wl1 LOCAL ENGINEER. WTN LOCAL ENGINEER AND dIY.DMG OFPICIALe. utel nAR(ry♦ROLL.ryq,py°
CUSTOM CAP
.CUSTOM TOP RAIL '
a
SIDING. 15
• - _ 2X2 BALUSTERS
4"MAX.CLEAR '
SPACE BETWEEN
ICE 4 WATER BEHIND NAILER
ALUM W/FLASHING TOP OF NAILER Lj NAILING STRIP
IX DECKING CUSTOM TOP RAIL
' 3.2XIO PT BEAM
THROUGH BOLT TO EACH POS
• ,20•4' T7P.10"DIAM,GONG.FILLED 2XIO'6 i 16"O.C. WITH TWO 3/4"DIAM.BOLTS.
TUBE 48"BELOW GRADE. IX TRIM BRD.
'!•° y P.JOIST HANGERS POST ANCHOR
° 2XIO PT NAILER BOLTED
• W-3/4"LAG BOLTS 24"O.C. '
TYP.HANG ERS 3-2XI0'e PT- .a!°
2XIO PT—► 'e d•e
iv o I6"O.C. n ^. ° '�. •• ,•° ,
+•-2XIO'B a I6"O.C. °
TYP.fi ANGERS 2X11 PT GIRDER BELOW �. ..
IL
EXTERIOR DECK DETAILS `
2XIO'6 m 16"O.C.
to
- o will TYP.BLOCKING
2XS'e o 16"D.C.
- _ - IIIBIII
MI 4 BEA W8X O OR WIOX26 STEEL
TYP.HANGERS
�--2XS'e o 16"O.C.—►
P.BLacKao
12"DIAM.CONC.FILLED I I
• nAx. 2-2XI0'e PT TUBE ON 24"X24"X12"FTG. Iit
.IF-- ,'-10" OR EQUAL.WITH CB(.(.BASE
(UPLIFT 4200) TYP.HANGERS
BOX HEADER.(3)1 3/4"XI4"LVL'6
FIRST FLOOR FRAMING PLAN
SECOND FLOOR FRAMING PLAN
BUILDER JOB ADDRESS ,DESIGN DATE REVISION DRAWN BY PAGE SCALE
BAYBERRY BUILDING CO. RANCH/GAPE HOME -✓�✓�-✓oN/�tn/�9 0 O��oN fl 14Z7-io M JB oF_]_ 1/4".1'0° ✓B L��ww�stgns
IL !I)PJRCNA6E OF DRAWINGS LEAVES PIIRCWBER RESPON616LE FOR COMPLIANCE WMII ALL XJJ E%ACT SW AND RENTORC61'W OP ALL —FOOTNG6 0)ALL F 1OI B SNALL EXTEND BSLOW PRM%Nff VERIFY DEPTN.
F LOCAL D'JILONG CODES AND ORDaANCE6,A DESIGNS P 'NOT 05 HELD RUPON ZLE MC6t 08 DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPT"LE M vERNY 6TRIIC1L'RAL ELEMEMS POR DESIGN 1 SISE rO.CCty?yq �A• 8J
ZI FOR SITS CONDTIONS OR P R NEE T E OP TNUE DRAWNG6 OARING CONSTRY:tI PRAC'CPA CP CONSTRUCTION.'MR DESIGN ON LOCAL ENGINEER, WRN LOCAL ENGINEER AND BULLOBIO OPPCIAL6. 6[9T 6°gy6lepLp/.Xa G648a 494-9$
' r�ocKING
ndx.�e•D.c.
PLAN/� p RIDGE VENT
ROOF FRAMING f f'MN _ 2XIO RAFT EFZB•ib"O.G. 2X12 RIDGE
_ 1/2"PLY.SHEATHING
2XI0 RAFTERS•16"O.C.
2XIO RAFTERS a I6"O.C. 15•ASPHALT PAPER �j
U °V p 1/2"PLY.BREATHING
UPPER HEADER•(3)2X6'e ASPHALT SHINGLES Q° IS'ASPHALT PAPER
LOWER HEADER.(3)1 3/4"XII 1/4"LVL'e ®� I/2"PLY.SHEATHING '•
15•ASPHALT PAPER ASPHALT SHINGLES
• O • ASPHALT SHINGLES RIDGE VENT R38 INSUL. -' -
e a U 2XI2 RIDGE IX3 STRAPPING Q
0 '�. 1/2"WALLBOARD •�
DBL.2XIO a •� , Z '� < '- BEDROOM-3 2x10 RA ERS•16"O.C.
J (• of V 4 2XS'e G.J.•16"O.G.
ATWING
3/4 T/G 05B 15•ASPN 0 TEPAPER
"
J ;t NAILED 4 GLUED. ASPHALTSHINGLES
L� • R38 INSUL.
- •1 Ix
X 3 STRAPPING
1/2'WALLBOARD R30 INSUL STEEL 14"LVL'o
IX3 STRAPPING BEAM HEADER.
DBL.2XI01e - 0 v� „ "T 1/2"WALLBOARD y7 5/8"F.G.WALLBOARD
m �eo Ij . 2X6's•16"O.C. `P MABEDROOM M/BATH
• !ry
Ei
•'•0• 1 19 INBULATIO
•
R N
Q 0�2� y,• , �� '• �' 1/2"PLY.SHEATHING - GARAGE
00
r• ••• ) I sr ..... u as « « as at a .• -.
0� • TYVEK WRAP OR EQUAL
F� •%•••••••+', BIDING NAILED a GLUED.
DBL 2XI0'e o DORMER _. _ 2x e• 6 O.C. I 2XI0 o Ir.,fO.C. 4"CONC.SLAB _ -
(2)1 3/4"x9 1/4"LVL'e ,yH�eD J� (I ® 3.2XI2b GIRDER y
;
3-I(2"C01.1G.FILLED 4
2XIO'*•I6"D.G. 4 LOLLY COLUMN.
m BASEMENT •+ -• -
O
(2)2XIOb P C 'a 4"CONC.BLAB
m 2Xi2 RIDGE _• _
rr
6
O• • " DORMER r CROSS SECTION (8)
+-2XI0'e•I6"O.C.--r � 7(
.• .. •-. .-. .•• --- N
S m 0
. OG O �.F•
e\b T
.. ..
v
.. .. .. 10"LVL's
� W - WITH STRAPS. .
2XI0 RAFTERS o 16"O.G.
Z' 1/2L PLY.SHEATHING
^� 15•ASPHALT PAPER -
TYp.2X6'e RIDGE VENT
•\6"O'G •\6°O'G• �.li-� ASPHALT SHINGLES 2XIO RAFTERS o 16"O.C.
1yp0 yyC\Oo _2X12 RIDGE - I� 1/2"PLY.SHEATHING 2XI2 RIDGE _• -
G% IS-ASPHALT PAPER
7Xi0 RAFTERS•I6"O.NG C, r)3� -�., - - s�'��•.
1/2'PLY.SHEATHI ql/� � ASPHALT SHINGLES- �
151 ASPHALT PAPER -- - ,•`e: -
ASPHALT SHINGLES
- • - -- TTP.e�Dc ING � o
001 R38 INSUL. vVV
R38 1N8UL.PP - - -- •74 ii,; ace.'
IX3 STRAPPING .4 R38 INSUL.
IX3 STRAPPING ® BC62-3/6 C ,, --IdN••®rlDG. 1/2"WALLBOARD ® IX3 STRAPPING
1/2"WALLBOARD (UPLIFT SOO 1/2"WALLBOARD
2X6's a I6"O.G. I/2"WALLBOARD �,QQ�''' °J,+ V2"I JALLBOARD 1/2L WALLBOARD
'RI9 INSULATION .� A: COVERED � BEDROOM•2 2X6' m W,O.G. 2X6'e a 16"O.G. Q
I/2"PLY.BREATHING MBEDRw PORCH Q Q BATH• Oi vAULTfD _ RI9 R19 INSULATION BEDROOM$ G'
TYVEK WRAP OR EQUAL ° PLY.
SHEATHING
Q � 1/2 LY.BREATHING I/2"PLY.SHEATHING ,
SIDING CBbb BASE NAIL T/G O$B TYV K WRAP OR EQUAL TYVEK WRAP OR EQUAL
"
085
3/4"T/G PLY. (UPLIFT 4 ) NAILED GLUED. SIDI G BIDING NAIL D GLUED.
E<DECKINO NAILED GLUED.
NAILED GLUED. -- f•-2X10 e•16 O.G.-► - - 2XIO a KD O.C.-► -
-• _ _-
R191NSUL' 191NSUL.
19 INSUL.Vol I 2XIO's a 16"O.G. ® - _ Q 3-2XI2'e GIRDER -
o 3-1/2"CONC.FILLED
BASEMENT -• - LOLLY COLUMN. Q BASEMENT Q
y BASEMENT ctt
4"GONC.SLAB 4"CONC.SLAB
4"CONC.SLAB _• _ - -
CROSS SECTION 64) CROSS SECTION (C) CROSS SECTION (D)
BUILDER JOB ADDRESS DESIGN
BAYBERRY BUILDING CO, RANCH/GAPE HOME oo DATE. IREVISIONIDRAWNBY1. PAGE BGALEWWI.Wi fJl/ UU Ol�l% l:-.7d VL% L/ 4-2'�-IO .M JB --4-OF—j I/4".i'O" ✓� 1�4�S�gns
rT'T'(•
W fU CWf L W OF DRA M IEAVEe PURCNAeM REePOoO Y POR COnPLIANCE WRN ALI (Tl ENACT E D AND REINPOy LE W ALL CONCRETE PDOTMOB T9)ALL FOOTING!VH EMEND BELOW PROBIIINC•J[RIPI'DEPTH. eWOV 494-95-54
�• LOCAL DURDPIO CODER AND ORDINdNCFI,.4T DE$IGNe nAT NDT eE HELD RE8POx049LE -FMSTRA•E DETERMINED BT ION.L BOR GONDITIONe AND ACCEPTABLE fd)vm.IPT'6iRUC1L1. eLCnEMO POP DESIGN.BEE P.GL GOK.be
_ POR eTtE CONORIONe OR•OR TNp EEE OI THERE DRAWMOe WRMG CANETRW:iE>r!. PRACTICE!OP CONeMUCnON.VERIPI'DE916N WITH LOC.dL ENGRII:ER. WRH LOCLL ENGINEER dND OUJ,DMG OPPICIAIU. EFefbW)AlCdN,e pq,Ope°e
1-'
RIDGE TRA
•ASPHALT ROOFING -
150 ASPHALT PAPER ASPHALT ROOFING
ASPHALT ROOFING
............. 1/2"SHEATHING IS-ASPHALT PAPER e
._ 15 ASPHALT PAPER
' TYP.H2.5A TIES 1/2"SHEATHING
1/2"SHEATHING
RIDGE VENT
DRIP EDGE TYP.14 SA TIES TYP,H2.SA TIES
(2)2X1 DRIP EDGE 0'e - , 6"GUTTER DRIP EDGE
RIDGE WITH 2XI0 RAFTERS o 16"O.C. - - 5"GUTTER ••
STRAPS. 1/2"PLY.SHEATHING 5"GUTTER
IS-ASPHALT PAPER RIDGE BAND STRAP '
I
ASPHALT SHINGLES " IXB FACIA -
IX SOFFIT IXB FACIA IXB FACIA
R38 INSUL. 2-1/4"VENT _ IX SOFFIT
I 2-1/4"/4"VENTX3 TRAPPIN - 1-3/4"BED MLDG. 2-1/4"PENT IX SOFFIT
ILBOARD - NOTCH FRIEZE: 1-3/4"BED MLDG. - 1-3/4"BED MLDG.
TO RECEIVE SIDING, NOTCH FRIEZE I/2"WALLBOARD TO RECEIVE SIDING. NOTCH FRIEZE
2X64 D I6' O.C. _ TO RECEIVE SIDING. -
RIB INSULATION -
Q 1/2"PLY.SHEATHING
ae TYVEK WRAP OR EQUAL
3/4"TIC.OSB I SIDING - -
NAILED•GLUED.
2x1ob•IS"D.C.
EAY
RI5 IN6UL. 1, "I EAVE DETAILS E a2 EAV
EAVE DETAILS 03 EAVE DETAILS
BASEMENT - - F - • - - -. r
4"CONC.SLAB
CROSS SECTION CEO
• RIDGE VENT 2XIO RAFTERS D i6"O.G.
18"LVL'e I/2"PLY.BREATHING
2XI0 RAFTERS•Ib"O.Gl WITH STRAPS. 150 ASPHALT PAPER RIDGE VENT
1/2"PLY.SHEATHING 'ASPHALT SHINGLES
IS-ASPHALT PAPER 2X12 RIDGE'
ASPHALT SHINGLES H I III I - ,
XIO C.J.o161
RIDGE VENT !-
L SIDING '
2-2XIO'e RIDGE IING - - -
• 2XI0 RAFTERS®16"O.G. - - IARD
I/2"PLY.SHEATHING BEDROOM-3 TYVEK OR EQUAL
15-ASPHALT PAPER R38 INBUL. -
ASPHALT SHINGLES IX3 STRAPPI G • • 1/2"SHEATHING
1/2":WALLBO D 3/4 T/G ASB
NAILED a GLUED.
1"""""""•"•• R38 iNSUL. 2X8'e G.J.D 16"O.C.
Q w t,..,.,.,.,, a LEAD FLASHING PSHINIGLE STARTER
uD .� I........... IX3 STRAPPING COARSE
1/2"WALLBOAS D KITCHEN DINING :••••••••"•• 5/B"F.C.WALLBOARD - - IX2 AZEK
2X6'5 a I6"O. AREA AREA „° - 5/8"F.C.WALLBOARD °,y7 GUT 15° •},' 2X6 P.T.SILL
IXB BRD. a SILL SEALER
RIB INSULATION GATNEDRu CATNHORAL .. ., 2Xb'e o 16"O.G. '
I/2"PLY.6HEATHI Z........... GARAGE ,d RI9 INSULATION
TYVEK WRAP OR EQU L ••••• ° °•° OPTIONAL 2--5 ROD
- 3/4"T/G OSB ••� ��••
1/2"PLY.SHEATHING TOP RING 2"CLEAR
°
SIDI NAILED 4 GLUED. •• TYVEK WRAP OR EQUAL
E _ •°••00'0 5/B"XI2"ANCHOR
SIDING
�—2XIOe• O.C.—+ +2XIOe 1611O.C.—+ 4"CONC.SLAB _ _ •e .�d•e..• - BOLTS.
3-2XI2'e GIRDER °
3-1/2"CONC.FILLED '; a,°0•e
LOLLY COLUMN. v - -
Q BASEMENT _ •�• r °00• .
WATER TABLE DETAILS SILL SILL DETAILS
4"CONC.SLAB - •I
CROSS SECTION (F)
BUILDER JOB ADDRESS DESIGN • DATE• REVISION DRAWN BY PAGE SCALE
BAYBERRY BUILDING CO. RANCH/GAPE HOME (,✓ oNJ�f�I � (l V�o d U 4-21-10 » JB . PAGE v4".r o" die l0ea g
W (1)?NSCNASE OP�RAWMG6 LEA'�ED PENCNASER REBPONSOLE FOR WO LW NCE WITH ALL ()I BxAGT BRE AND RENFORGEI•IEM OF ALL CONCRETE FOOTNGe (eJ ALL FOOTI\DB SMALL®REND DELOW FROBTLNE Iml-OHPTN. •T'�'['�'?•T'T'f`TRR'T'i'�_1TTT•iT
FF LOCAI.D'JRDNG CODE9 ATID ORDMANC69,,9 pp91GNe—Y NOi 0E HELD RESPONSIBLE MI)eT BE OETERMN[D 0T LOCAL BOLL f4TDR10Ne ANp AGGEPiAGLE (Al vERIRY BiRNGIURAI,ELEVIWO.OR DEE,GN.SUE I!O.DON yd ��BJ 4 ��J
ZI FOR offs CONDRIONe OR FOR THE as OV THESE ORAWMGB DURNO CONBTRUCIION. PRACTIGEB OP GONeIRUCTION.vERIT'DU*.WIiH LOCAL ENGINEER. WITN LOCAL ENGINEER AND WILD q C YtCIALe. u69)D4RNOTAEY2/•(4 OVee
- 4
` rWALL LENGTH-23'-0° - 1
FULL HEIGHT SHEATHING.P3'-lQ"I
ACTUAL SREATHIN(2.--,*_%
(Min.Required—'j—%) I _.-.-_.,
1
RATIO•Li2e) 9'-6" 4'-2" WALL LENGTH-_12•0
EDGE NAILING• O.G. I SHEAR SHEAR I FULL HEIGHT SHEATHING•_•@_',I
FIELD NAILING•�_O.C. WALL WALL ACTUAL SHEATHING.-19_%
L.—...-.-_-_-.. � .(Mln.Requlred��%)
RATIO.I.OD.
2-4" 4-0 2'-6' I EDGE NAILING.�a'_O.G. f
HEA SHEAR SHEAFFIELD NAILING•�:O.C.
ALL WALL WALL i
L -.-•-•-•---•-1
ab+
Na _D E R
W4
I6'Xl'
•'i 100% . .. .. ........'
� OOR
r':'SHEAR:•;.:;.�.!r',.;:'f,:•:.',r:.`,r
5,-sb. '. HEA
'-3Cf" 6'-8h" 16'-3" 3'-3" WALL 4LL
20'-6" 30'-21h" .
- - - -„- - � r - - - - - -
wALL LENGTH.20 6 WA T .LL LENG H 30-2 1/2
I FULL HEIGHT SHEATHING•J2:$_'I I FULL HEIGHT SHEATHING• 2 J1_
ACTUAL SHEATHING•1rr3_% SHEAR WALL - ACTUAL SHEATHING• 33 %
(Min.Requlred�r33_%) I ' (Min.Requlred_.31 ' 6.0.
RA710. 1.00 i FRONT ELEVATION RATIO•J.oO
EDGE NAILING• O.G. I DGE NAILING•�_O.C. I - SHEAR SHEAR SHEAR SHEAR
WALL WALL WALL WALL
LFfELD NAILING•JZ,O.G• FIELD NAILING• i8'-0" 2l'-8kA"
.— — — — — — J ------ — J !- — _ _ _ _
- WALL LENGTH -Q, p rWALL LENGTH.1'L$I/2" - •,
FULL HEIGHT SHEATHING•J2f+ SHEAR WALL I FULL HEIGHT SHEATHING•15'-8 I�"-
ACTUAL SREATHING•�_% ACTUAL SNEATHING••OL%
I (Min.Requlred_jz3_%) i REAR ELEVATION (Min.Requlrmd-,�%) I
RATIO•J,00. !RATIO.I.00
EDGE NAILING• -O.C. I -I EDGE NAILING•�O.C.
FIELD NAILING•,J2_'O.C. FIELD NAILING. 12"O.G.
L -•-•-•-•-•-•J �- - ---•-•-----1
14'-4"
-4'-0" rWALL LENGTH.1q_-2 , _
SHEAR I FULL HEIGHT SWFATHING•�I
ALL WALL ACTUAL SREATHING•-AZ%
(Min.Required _%)
RATIO•J.QQ
EDGE NAILING•-g'_O.C.
FIELD NAILING.-jr-O.C.
L. .J
9
IY
ice,:'
z
fm
EAR: 4 8HE R .'
-WALL
LL •'WALL
4'-0" 4'-2" 4'-2"
4'-0"
ILLL
H 8 EA R SHEARSHEAR
E R SHE
AR SHEAR
H 6 EAR
WAL
L "WA WAL
L LL
WA LL 10'-0 WALL
44' WALL
rWALLFULL LENGTH. 10' •, rWALL LENGTH•aa'-O'---•,
ACTUALGHT SHEATHENGHIN_�G�% L`1 IE A R 11 I/►WALL
I FULL HEIGHT SHEATHING- 5'•2" 8'-1055" '-415" 3'-2"
SHEAR fi W/i ACTUAL equine ING• jZ% SHEAR SHEAR HEAR SHEAR -SHEAR S AR
RATIO. 1.00 Ired, 3_%l LEFT ELEVATION i RATIO.Loo Ired�",`R) I WALL WALL n'_O" WALL WALL 24--0" WALL WALL
EDGE NAILING•�_O.C. I IEDGE NAILING- 6"O.C. I f'-•-•-•-'-•-•"1 f-•-•IN -W----•
FIELD NAILING.J2=0.C. FIELD NAILING•�_O C. WALL LENGTH.Jj�" WALL LENGTH•Z},�'
L.-.-_-.-.-_-.J L_-_-•----_--•j I FULL HEIGHT BREATHING•t('AsI I FULL HEIGHT SHEATHING-l0'-2�4"
ACTUAL SHEATHING.•�2_% SHEAR WALL ACTUAL 8HEATHING•,�•%
(Min.Required-33_%) I I (Min.Requlred_�%)
EDGE NA G•-A_O.C. I RIGHT ELEVATION I EDGE NAJ ILMG•�O.C,
FIELD NAILING• O.C. FIELD NAILING. 12"O.C,
L.-------•---_-
Elill
BUILDER JOB ADDRESS DESIGN p � �n
BAYBERRY BUILDING CO. RANCH/CAPE HOME O L� O O//��' O DATE REVISION DRAWN BY PAGE SCALE
. ����fr-rl�������UV� 1��M 4-21-10 M JB •1F1 va°.1'-0" J,S Des/gns
W fU PyNG1ABE OP DpAWBM LE4v6B NAWC . DMIG SNSWLZnAy FOR COMPLIANCE O ALL Ol ENACT DIiE Alm ACIM'ORCEMEM OF 4LL CONCRETE POOinIGD f!)ALL POOiIY'•9 BH4LL 0R61m O6LOW PROBriIN6 vCRiT DHP'TM.
zFF LOR SI O COM+CODED A IR W NI �p D D'1 a. HOi 08 HELD RFBPOwB218 M1BT B6 DEiFRFIINm BY LOLAL DOLL fOMO.R9 AND ACCEPTABLE f01 wi.IL B L E.CRAL 6lPH@RB POR DEBIGu.BIS6 'e" & gB �gl 4 •�
'OR DITD GONDntON6 OR•OR iND W6OP n1EDE pRAWNOD DDiSWG COWTRYOTNM PR4CTKED 01 CONDTRYOTN)N.VERUY DESIGN W'H LOCAL ENODd•ER. WRN LOCAL 6NGBIEER 4ND BllWDDJO ORIGALD. YlDr eAavermcE HA,021" r
< AV
AWC GUIDE TO WOOD GON9TRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE � (� ^ �� // ��MAS6ACHUSETT6 GHECKLI6T FOR COMPLIANCE(lB0 CMR 5301.2.1.1/ ®CHECK U L�J\\v<\v/ /l/(///�/T!/J/// WIND ZONE
COMPLIANCE
• 1.1 SCOPE
WIND SPEED(3-SEC.GUST)............................................................................HO MPH
WIND EXPOSURE CATEGORY._..............................................................................8
1.2 APPLICABILITY
NUMBER OF STORIES(A ROOF WHICH EXCEEDS 0 IN 12 SLOPE$HALL BE CONSIDERED A STORY)
1_STORIES<J STORIES •/ Inn•IBER NUMBER OP
ROOF PITCH.........................................(PIG 21 11:17 (D1q..�� \\ JOINT DESCRIPTION COMMON BOX IypILO N41L SPACING
......._.............._............__ NAILS
MEAN ROOF HEIGHT..................................(PIG 2) ....._..._.........................._��PT(3v J -
BUILDING WIDTH,W...................................IFIG 91........................... BJ_FT<so'�� TYP.FIELD NAIL SPACING ROOF FRAMING
..........
BUILDINGLENGTH.L.................................(FIG 31...................................._F FT<SO' ad COMMON•6'O.G. ••. BLOCKING TO RAFTERS(TOE-NAILED) T6d 7•Wd EACH ENO
BUILDING ASPECT RATIO(L/W)........................(FIG 4)..................................... 1A (3.1 • ••; RIM BOARD TO RAFTER(END-NAILED)
2.16G 1Md EACH END
NOMINAL HEIGHT OF TALLEST OPENING]................MIG 4)._............NQJEA...............,. 6 0• L TYp.vW1 WOOD '• ►,• '„• WALL FRAMING
1.3 FRAMING CONNECTIONS BTRuctuRA PANEL ",'�•., :;i TOP PLATE AT INTERSECTIONS(FACE-NAILED) 4.16d 5-16d AT JOINTS
GENERAL COMPLIANCE WITH FRAMING CONNECTIONS (TABLE21
.............................................. �� � .; ' STUD TO SND(FACE-NAILED) 2•IbO 7•I6d 74"p.C.
2.1 FOUNDATION \ ",:':,• ••°•• FLOOR FRAMING
WEAD (FACE-NAILED) I. Ibd C.ALONG HEADER 16`O. EDGER
FOUNDATION WALLS MEETING REQUIREMENT$OF 180 CMR 5404.1 :\ •', /
CONCRETE.............................................................................................. JOIST TO BILL,TOP PLATE OR GIRDER ITOE•NAILED) 4•Bd 4-I0d PER JOIST
i
•,i.; *••• BLOCKING TO JOIST(TOE-NAILED) 2•Sd 7-IOd EACH END
CO
NCRETE MASONRY.................................................................................... TYP.EDGE NAIL SPAC'I
(Bd GAMMON°G"O.C.1 BLOCKING TO BILL SS TOP PLATER?PACELED/ 3-Md 4•N•d EEAC BLOCK
2.2 ANCHORAGE TO FOUNDATIONU �� LEDGER STRIP TO BEAM OR GIRDER(FACE•NAILI>7) 316d 4•Wd EACH glOT
9/B"ANCHOR BOLTS IMBEDDED OR 9/B"PROPRIETARY MECHANICAL ANCHORS AS ALTERNATIVE IN CONCRETE ONLY
••^• . . .': JOIST ON LEDGER TO BEAM ROB•NAILED) 34N! 3-IOd PER JOIST
BOLT$PACING-GENERAL.........................(TABLE-01.................................._....�i IN..�L� - `, RAFTER CONNECTIONS "•••• BAND JOIST i0 JOIST fEND•NAiLED) 3-wd 4.10tl PER JOIST
NON- '`.TYP.H2.5 TIES •'• '• BAND JOIST TO SILL OR TOP PLATE ROE•N411ED) 2.16d 3-Kd PER JOUyt
BOLT$PAGING FROM END/JOMT:: PLATE.........(FIG$l.................................'. IN.<6°•12" ✓. LOADBEARING ROOF SHEATHING
_ 'BOLT EMBEDMEN7R:ONCRE7E...::................(FIG B)....................................�_IN.>1°_�L 'r,
STUD HEIGHT `.
BOLT E
M
BE
D
M
ENT-MASONRY.-....................(FIG 5)....._.._................._._._.._..-IN.)15°-NIA . WOOD STRUCTURAL PANELS
PLATEWASHER'...................................(FIG 5)......................................>9°X9'XI/4°� PLIFT
' MAX,WALL LOADBEARING RAFTERS OR TRUSSES SPACED UP TO IS'D.C. ad -totl 6"ED6E/6"FIELD
STUD HEIGHT RAFTERS OR TRUSSER GRACED OVER 16"O.L. b0 IOd 4'EDGE/4`FIELD
3.1 FLOORS WEGWT 20' GABLE a 4Dw a tau ALL RAKE OR RAKE SS ad IOd- 6 email/6 FIELD
FLOORFR4MING MEMBER SPANS CHECKED............(PER 180 CMR 99.00J..:................................ ...iL MAX.WALL WIT.NO GABLE OVERHANG '
MAXIMUM FLOOR OPENING DIMENSION.................IFIG 6)......................................�PT-<12'�L , „• °•''••' •„ GABLE ENOWALL RAKE OR RAKE TRUSS Bd 104 6'EDGE/6'FIELD
'• •' °' HEIGHT 10' W/BTRUCTURAL OUTLOOKERS
FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS]'FROM EXTERIOR WALL(PIG G)._...G!LAIIF._ENRa"Z......... �tL �i i i•�i
MAXIMUM FLOOR JOIST SETBACKS • , . , .'. - GABLE ENDWALL RAKE OR RAKE TRUBS ad U2d 4•EDGE/4'FIELD
SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG 1)..................................... O PT<d_3L ••,• •: • •' W/LOOKOUT BLOLKG
MAXIMUM CANTILEVERED FLOOR JOIST :SUPPORTING LOADBEARING WALLS OR OREARWALL.(FIG 6)...............:...............:.....� CEILING SHEATHING FT<d�JL� •.•' .••••:•'• •' •' '
....(FIG 9) ............ ��� , i•,a ••i •• GYPSUM WALLBOARD Bd COOLERS T"EDGE/10"FIELD
FLOOR BRACING AT ENDWALLS._................. ....._...:.....__.........._........ r
FLOOR SHEATHING TYPE..............................(PER ISO CMR 55.00)............feDXIAGKANIF.K... _1L_ ••'' ••'• ••''••'' ••' WALL SHEATHING
FLOOR GHEAT14ING TWICFASTENING
.........................(PER E 2)CMR 99AILS AT__..__.IN EDGE/
E/ 12...N FIELD
IN.�>L •.., �.,. ,. °..,•'.. IUOOD STRUCTURAL PANELS
FLOOR 0RE4THING FASTENING........................(TABLE 7),.g_�J NAILS AT_jsJN EDGE/_IZ_IN FIELD�3[� STUDS SPACED UP TO 24'O.L. DO 10d 6•EDOE/D'FIELD
4.1 WALLS - • IO•AND 35132'FIBERBOARD PANELS Bd - 3"EOde/6'FIELD
U7•GYPSUM WALLBOARD 5d COOLERS V EDGE/10"FIELD
WALL HEIGHT � � � ,
',i•; •; ••••;i '
LOADBEARING WALLS.............................(FIG 10 AND CABLE B).......................-FT C 10'�iL •',•• •,•• '„• .. . FLOOR SHEATHING
. .."
NON•LD DBFARINGSPACING
WALL..........................(FIG 10 AND TABLE S1......................APT<20;�2L LATERAL •.,• .,i ,,. WOOD STRUCTURAL PANELS
WALL STUD SPACING.________________ .((FIG 10 AND TABLE 9)........._....._._.SIN<xd"O.C..�L • • • • •_• ••, I`OR LEGS ad IOd 6•EDGE/D"FIELD
WALL STORY OFFSETS ' ' °'...............................(FIG 1•8).__._........................_.....�FT C d��L " •.' •,�..•..-•.•. GREATER TW4N I" IOOI bd b'EDGE/6°FIEJJ7
4.2 EXTERIOR WALL03
•.r'.• TYP.HORIZONTALDOUBLE GENERAL NAILING SCHEDULE
LOAWALL.STUDS DBE •' •'• ',r NAIL EDGE(STAGGERED NAIL
...-LO DISHAARING WALLS.............................(TABLE 5)............................2X:L2_•�FT�IN�1(� SHEAR • PATTERN Sd COMMON a O.C.
NON-LOADS@ARING WALLS.........................!TABLE 91.................:..........]X�._IA FT.jQ.IN�)L i•• . -�•
GABLE END WALL BRACING' MI
• .. , ,. ,.
-� FULL NEK.HT ENDWALL STUDS......................(FIG 10).............................................. _)L_ ..;�.; ..+�� TYP.1/Ui"WOOD STRUCTURAL
'WSP ATTIC FLOOR LENGTH................ ...(FIG IU ................................. FT)W/3 N/A - VERTICAL PANEL SHEATHING
GYPSUM CEILING LENGTH(IF WSP NOT USEDA !FIG IU .:.............. .Q_FT>0.eW E•,1
• .AND 2X4 CONTINUOUS LATERAL BRACE•6 FT O C IFIG 11) ... , ','� MI
OR UCS CEILING FURRING STRIPS•I6 SPACING MIN WITH 2X4 BLOCKING e 4 FT.SPACING IN ENO............ • °' •,•• 0P4CMG(Bd COMMON A
JOIST OR TRUSS BAYS................ ••• IL
• �� , TO PLATE
SOURCE TOP PLATE •'•.,,•:•• O.C.)
..........(FIG B AND TABLE 6)....YE.ET..IMAZSr....:..:......4 FT�L
SPLICE LENGTH................ . '•i �,' ��.....
SPLICE CONNECTION OF 16d COMMON HAILS) ABLE .......................................
WALL ..IA �L - •• ••'
LOADBEARING WALL CONNECTIONS
(TABLE6J
TYP.FIELD NAIL SPACING -
•':•%r •' LATERAL(NO.OF ISO COMMON NAILS'......:..:..(TABLE 11........................................�� �� .. •. .. .. ,. Bd COMMON O.G. '
NON-LOADBEARING WALL CONNECTIONS ' i
LATERAL(NO.OF led COMMON NAILS)............(TABLE 8).......................................�2 _iL •..' ,.' '.. DOUBLE HEADER
LOAD BEARING WALL OPENINGS,(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9)
HEADER SPANS.................................(TABLE 9)...F•N1i11�FfAbIG...........Jfz,FT.Q_I .<II'�_
BILL PLATE SPANS....__.........................(TABLE 9)._.XNGWEERING (E F_..........IT-Q_IN.(11•.�� ;,•
FULL HEIGHT STUDS(NO.OF STUDS)..........:....(TABLE 9).......................................�_.�1/ 'e FULL NON-LOAD BEARING WALL OPENINGS!RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE ) • • r e HEIGHT
HEADER SPANS.................................(TABLE%)._.:ENGINEERING...........AFT 0 IN,<12'._.X_ ,•!, °•1, •' , °• OTUP
BILL PLATE SPANS...........................:..RABLE 9)....ECIr.T1y R1�1G.... ... SIN.<12, k '• 0•e 4'e ,• 0'e .°0'4..
e `
' FULL HEIGHT BTUDB MO.OF STUDS)...................R48LE 9)..._....7....S:�C911iLIL4.I.A.3 J...... �� `/ •' • • n •♦ ♦ •' • �.♦ REQUIREMENTS AT EACH END OF HEADER DOUBLE JACK STUD
EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SWEAR SIMULTANEOUSLY •• °•�° • •'
'e•.•0'e. 0'e �.°Bn•.•0•• HEADER SPAN MINIMUM NUMBER OF L47ER4L
MINIMUM BUILDING DIMENSION,(W) , , - • HEADER UPLIFT WINDOW BILL PLATE
y,"B"(ea-�- ° •' °.• a•> .•. MAX.. FULL-HEIGHT
NOMINAL HEIGHT OF TALLEST OPENING'......................._.____....................._...... o °,•, -v e,•, .•.° T• SIZE STUDS fLBJ fLB./
4 STUD
O.G.MAX. e e 24"O.C.SWEATNINISNAIL TYPE................................(NOTE A).__.___-TE 4 I.L:SS).._..._.._._......_. r'OX�� B•e 1•e 0•e 6 0's 'STUD SPACING EDGE NAIL SPACING.............................rtABLE b OR NOTE 4 IF LESS)...................F7.�M,�. STUD SPACING, ,•. ; ,. .•° ; 2' 2-2X4 1 211 132
FIELD NAIL SPACING R .. _.. .... .... .... .... _.. ....__
AC G............................. 4BLE 10) ..___......................... ...�-IN.�.J[_ ,, o,; ,, ° °,; o,• , o,: ,,.
• e '• •�tr9' 2-2X4 2 416 199
$NEAR CONNECTION(NO.OF 16d COMMON NAILS) (TABLE 10)...................................... a_ '•e 0'e D•e 0•• 0b 'e )•e .•0•••.°0•a .
PERCENT FULL44EIGWT SHEATHING.................(TABLE 10) B'I4•x ': • •,• • ••• ° •�• a ••• • 4' 2-2X4 2 594 264
,. °
6A ADDITIONAL SHEATHING FOR WALL WITH OPENING)We'(DESIGN CONCEPTS)......... ° °. • �. °.' °.
............:... R e„ • • , • 5' 2-2X4 3 693 330 .
MAwnun BUILDING on•IENe10N,(L) •, 0•F: 0•e •e. 0•e 6' 2-2X6 3 831 - 396 !•---':---•--•----•. ............•�._....._...._,.
No
HEIGHT OF TALLEST OPENING 7....................................NOTE ............... '<68•..� .....
BREATHING TYPE...............................MOTE 4)........................................ cjLx�2L l' 2-2XS 3 910 462
1
EDGE MAIL SPACING.. 11
4
..........................(TABLE OR NOTE 4 IF LESS)..."""""' ' ' ' 2 1N'-'�- MAXIMUM WALL STUD HEIGHT , STUD SPACING ro . Aro .•oe.;e•e.°oe .'o; °e•e .•n•:.;oe
9' 2-7XI2 3 1108 528 � •-,•• 8
FIELD NAIL CO SPACING(NO.
I&.COMMON NAILS I(TABLE II/.........................................IN..�� 9' 3.2XI0 3 I 41 554 �. • a�•t• ,, • a,• .% i,!a ♦ .�.,!• i,•,a :3.e
SHEAR CONNECTION(NO.OF 16d COMMON NAILS 1 (TABLE IU....................................... �JL •e•.•Oro .•d•e•.•0••.°0•••��•• 4�••°� ^•• ,•0.4. d•e
PERCENT FULL44EIGWT$HEAT.ING (TABLE 11).................................%:.. �L RAFTER CONNECTION AND WALL SHEATHING 10' 3.2XI2 4 1,385 660 ,
': a '•' ° T7P.ANCHOR BOLTS AND
5%ADDITIONAL SHEATHING FOR WALL WITH OPENING)b'B°!DESIGN CONCEPTS)..........i7ZaS...3Q...... ��
WALL CLADDING 11' 4-2XIO 4 -I 24 126 ,,!• a,� ,,! a,. ,, 3"XB"XI/4"PLATE WAGNER,!° •e.t•1°
e •
RATED FOR WIND SPEW?................................:............................................... I/ - ro . Oro .•Oro :Oro.e b. P O. •dA.. :0A'. .'Oro.°A....Oro.
5.1 ROOFS TABLE 9. WALL OPENINGS - HEADERS
•
. , •'. e
ROOF FRAMING MEMBER SPANS CRFLKEDI(FOR RAFTERS USE AUIC$PAN TOOL.SEE BBRS WEBSITE) _�L ' IN LOADBEARING WALLS •e o•e eb a•e c•:�. o•, ,'o•• .'B.�.'nro•.°e•e•.°0ro'
ROOF OVERHANG...................................(FIGURE IS)................ FT(SMALLER OF 2'OR L)3_I/ '
••• •'a •', •'° •'a •'• •', •', •',
TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS NpTEO, A.
B•e 0•e Oro Oro Oro 0•e : Oro 0•e .°0 PROPRIETARY CONNECTORS - I. THIS CHEKLBT SHALL BE MET IN ITS ENTIRETY,EXCLUDING THE SPECIFIC EXCEPTION NOTED IN 2.TO COMPLY WITH THE '.• ♦ ••' a •: • '.' • '•' ♦ ••' • '•' '° ''UPLIFT...............•___._................_-.(TABLE Ix)...2.5A..W[R1.G.GSWCa............u•j2wLF V REQUIREMENTS OF 180 CMR 5301.2.1.1 ITEM I.IF THE CHECKLIST IS MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS • s •:
LATERAL.....................................(TABLE I2)..a6L AUQ..........................Lwj2kpLF I/ AND HOLD DOWNS ARE NOT REQUIRED PER TWE WFCM 110 MPH GUIDE.
SHEAR.......................................RABLE 12)......... ...........................S•__]pLF I/ A.STEEL STRAPS PER FIGURE 5
RIDGE STRAP CONNECTIONS.IF COLLAR TIES HOT USED PER RABLE 131................................T-M3PLF�I/ B. - -
GABLE RAKE OUTLOOKER............................(FIGURE 20)............... 70 GAGE STRAPS PER FIGURE II
�FT<SMALLER OF 2'OR LR�L C.20 GA STRAPS PER FIGURE 14
TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS
PROPRIETARY CONNECTORS DI ALL STRAPS PER FIGURE IT -
UPLIFT........................................(TABLE 14)..................................... 411 _� E.CORNER STUD HOLD DOWNS PER FIGURE 104 AND FIGURE IBb -
LATERAL(NO.OF I6d COMMON NAILS)..........(TABLE 14).............. L•�}-LB. 2' EXCEPTION
OPENING HEIGHT OF UP TO 8 FT.SHALL BE PERMITTED WHEN 91 IS ADDED TO.THE PERCENT FVLL44EIGWT SHEATHING p
..................•.•-• REQUIREMENTS SHOWN IN T.6BLE8 10 AND 11, STUDS AND HEADERS
ROOF SHEATHING TYPE..............................IPER T80 CMR...AND 99.001............._.__._
'CD 9 THE BOTTOM BILL
PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM 2"IN.NOMINAL THICKNESS PRESSURE TREATED-2-GRADE.
ROOF SHEATHING THICKNESS._...-......................................................... 1/2 IN.>T/Ib"WGP_>L 4 A.FROM TABLE b AND II AND LOCATION
OF WALL SHEATHING AND BUILDING ASPECT RATIO,DETERMINE PERCENT FULL-HEIGHT p �i
ROOF BREATHING FASTENING..........................(TABLE 11 ....._....__..._...........____.__h(b...._AL SHEATHING AND NAIL SPACING REQUIREMENTS. AROUND WALL OPENINGS
BUILDER JOB ADDRESS DESIGN 4 4�0 4(� P�OI�.�U V A DATE REVISION DRAWN 8Y p r_ SCALE
BAYBERRY BUILDING CO, RANCH/CAPE HOME o o ' 14-21-10 -T ✓8 D�8Ig1ns
M JB _I_OF� I/4".I'-0"
I•A
W R)PU 0c 8'0P DRAEW:66 LEAYES PURL M RUPONS15M FOR COITPLIANCE WRN ALL Rl ENACT ea AND REI-EMMT 01 ALL CONCRETE IOOTNOS 13J ALL IN)OTE466 SHALL II IEND BELOW 1-6*LINE vM1 DEPrN. nG 11-- LOCAL WtI.DMG CODER AND ORDINANCES•M DES..*MAT NOT BE HELD RE6PON6®LE -. CYST BE.011A'IINED BY LOCAL W11 CONDITIONS AND ACCEPTADLE 11,VERIFY STRUCTURAL�EMENT6 IOR D...161U1 P.R EgN Z, (L00.)494-9534
XI FOR SITE CONDITIONS OR FOR T USE OF THESE DRAWM85 D INS WNSTRUCTION. 'PRACTICES OF CONSTRUCTION.vERNY OM*N WIN LOCAL ENGINMR. WPM LOCAL GN VNIMR AND BUILDING OFFIGUU.S. deer 6AR6'6TABLg I,03660 T'�f./