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HomeMy WebLinkAbout0283 BEARSE'S WAY � �� �'���, ���s � y f r) Map Parcel ".Qh(p , 2. Permit* a (O House# Date Issued () 9 M Board of Health(3rd floor)(8:15 9:30/,1:00- ; IS' 9'' Feo % �, b Conservation Office(4th floor)(8:30-9:30/1:00=2:00) --vIbilZ 444 `ftanni�ng-Bo}�t.(1st floor/School Admin. Bldg.) { Plan Approved by Planning Board 19 TOWN OYBARNSTABLE 4% Building Permit Application ?Ject Street Address UA12 SE 5 W M Village R A N N J Owner _ SAWbP } COLIBAT+f Address < 2�3 66 se 5 W Telephone 771 —(P75 J _ Permit Request I21)( f 1,,i VN IA1ARA ErtLLbS UKE� ON 15X l-->Tl wi DECK First Floor 2 square feet Second Floor l���} square feet Construction Type -' Estimated Project Cost $ 161,911= Zoning District Flood Plain Water Protection Lot Size Z t /3 47 S F Grandfathered ❑Yes ❑No Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: KFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 71ob Number of Baths: Full: Existing�_ New Half: Existing New No. of Bedrooms: Existing 9 New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing, New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information cc� Name I;lAVIN C4OK, af: Telephone Number 50 7,2.2-- Address All Kr k2e ST. License# U ldg 3 4 ftuitb® b �A 6- �U Home Improvement Contractor# IQ'�4A 9 de 7 Worker's Compensation# WC i WZ.044 f• NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ,GZf{/ DATE BUILDING PERMIT DENIED FOR THE FOLLOWING R ON(S) .. �� m �'`' ♦ FOR OFFICIAL USE ONLY a _y c PERMIT NO. DATE ISSUED MAP/PARCEL NO. t + ADDRESS VILLAGE; ?# OWNER 1 t DATE OF'INSPECTION:= k t ; FOUNDATION- j FRAME INSULATION 1'~ " - ', 1 • .:. - ; • ..' _ � ., ._. 71 FIREPLACE x ' ELECTRICAL: ; ROUGH FINAL' PLUMBING: y � ROUGH FINAL,1 GAS: � 'M `ROUGH FINAL ;^ FINAL BUILDING i• A - ' ' ' DATE CLOSED OUT ASSOCIATION PLAN 'ME . y The Town :of Barnstable WENST"mma � Department of Health Safety and Environmental Services rFDMA'�� Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements. Type of Work: 0N{t M AI& &J&L051J1ZE Est. Cost `5,�7L1 �0 Address of Work: 3 6 F, IN G 5 N Owner's Name &brk4 LJ6AT4 — SA-NJ)pA LZl4y Date of Permit Application: `L I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under$1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the ow er: OtL-, � . �x- 704 43 Date Contractor Name Registration No. OR Date Owner's Name The Commonwealth of Massachusetts Department of Industrial Accidents Office 01111Y85 8flons 600 Washington Street Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit name: location: city phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole ro rietor and have no one workin in any ca acity /%//Q/%%%%%%%%% ��%%%%%%%��/////////////%%%%%%%%%%%/%/%%%/////l//%%%%//%//////%//////%%%%%%//%%%%/%%%/%%%%%%�%%�%%%%%%%%%/�%%%�///���% I am an employer providing workers' compensation for my employees working on this job comaanv name U 1 i3 - -. address..: ..:... phone#. ©g ""� � �i insurance co. I'►Tlf►3 a �laiatrl� I��i 011cv# �'"� ��� 01 ❑ I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: company'. . ...... address..: . city. phone#: insurance co oleo# //// /////% crampany name: > address.'< . eity- phone#. insurance co. olicv# xxxxxxxxxxxxxx Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the pains and nalties of perjury that the information provided above is true and correct Signature Date Print name l /' Phone official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other (revised 9/95 PJA) l Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required..Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the pei iit/license number which will be used as a reference number. The affidavits may be retinmed io the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. FEE 0 The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Me of Inves"geHons 600 Washington Street Boston;Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 780 C34R Appeoft I Table JS=b(condoned) pmcriptive Packages for One and Two-Family Residential Baildiodt Heated with Fouii Fuck MAXIMUM MINIMUM Glazing Glazing Ceiling Wall Floor Batcment Slab Heating/Cooling Amn'(%) U-value= R valueJ R-value' . R valueJ Wall Perim w Equipment Efficiency' Pie R value` R valud 5701 to 6500 Heating Degree Days' Q 12% 0.40 38 13 19 10 6 Normal R 12% 0.52 30 19 19 10 6 Normal S 12% 0.50 38 13 19 10 6 85 AFUE T 1Sye 0.36 38 13 25 N/A N/A Normal U 15% 0.46 38 19 19 1 10 6 Nor>al V 15% 0.44 38 13 25 N/A N/A 83 AFUE W 15% 0.52 30 19 19 10 6 85 AFUE X 18% 032 38 13 25 N/A N/A Nominal Y 19% 0.42 38 19 25 N/A N/A Nominal Z 19% 0.42 38 13 19 10 6 90 AFUE AA 18% 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-1980303a I ' PRoPoS�•v UIJWEI�EP E►J[.WsyaE � `• it O9 �xist�Nc� PFZK 12`x Ic•' � ,' J` g`" p I =•a'It f cpl vp Se = ;r� . 1 It n► � \ i11y �. - ��d .� is p+ ,;j� •�', �' v O CERTIFIED PLOT ,3 PEE CONSTRUCTION ONLY n e ids 70P OF FOUNDATION IS FEET - IN AOOVE LOW POINT OF ADJACENT 40A� �`�� �� D ". . ". ' SCALE = 30 DATE: jtj� . ,FLD,r,ZDGE' ENGINEERING CO. IN _-� CLIENT SHOWN I CERTIFY THAT E008TERED REGISTERED SHOWN ON THIS PLAN IS,-'04 AA t�.•:: JOB NO. 90 �' ON THE GROUND AS WDIC TED AND , -- _-- CIVIL._-- - LAND cnev§rnRUs_ TO_ THE. ZONING.'`La I roraCJEI2 01fif .j„45r kA�I� � ���1 Bbr•T5 8-D EX1hf,fJC�_VA4' Aoo� OAII D4 CDt1CRt'(£ FDU�IDk'�DtJ I LLH I -Sit I ' I I' ;� •i Ij � I ;I b r I I o s � I o 1 ' { I a I �x 15'1 i �1L� : .�EC�� FIB M� �LA - I I LC:£NPT/ RC/J`. I P!4. ( ) 0,;TE ( REMSIONS IR �lCOMPOITU-IOdOF i:S0:01L'iC, SA r7�� Wr Mf+t I r 4.9 Mt Elope.ct I I Attleboro,MA 02760 Z�3 ���I;SE 5 WAYMath(5 8)595-8222 I H YA N M IS Mkt OZrP&I I CUSTOMER SiGNA iTJRE: I I I DRAWN BY: DATE: (SCALE: INSTAI.LLERS LAYOUT U CUSTOMER: BRUIN Co. of ATTLEBORO a -P iD v JOB NAME: COLBATH U 2 KIT ROOM / b V, 145 NOTES: 1 45 I—J ,n .A N �f \ � d- �� 44.5 [� 44.5 [� 44.5 [� 44.5 [ BULB SEAL 13 7/8 13 7/8 PROVIDED FOR EXPANDER, IF NEEDED 216 WAIL COLOR 8" wmL sYsTsm S" GLASS/SCREEN 3- GLASS/SCREEN TRANSOM INTERIOR FINISH EXTERIOR FINISH ROOF SIZE h HEIGHT DOUBLE DELUXE SCREEN ❑TOP ROOF SIZE ® 2" ❑WHT ❑ ❑ SLIDER ❑ I.G. VINYL SASH ❑I.G. ❑WHT ❑WHT I3'-0"x 20'-0" ❑ 3" ®BRZ ❑ I.C. ❑DOUBLE SLIDER ❑S.S. ®BR2 7ENKOR ®BRZ iEMKOR BACK WALL HEIGHT []SAN ❑ DELUXE OTT 8'-0" SCREEN ❑ BINDS❑ TEMPERED ❑INTERIOR STORMS ❑B❑TEMP. ❑SAN ❑SAN FRONT WALL HEIGHT 7.-0" FILENAME: 98W3440 04/09/98 BRUIN DETAILED BY: KELLIE PARKS r m z D m m w A A O O O z D D I co LE D CLIENT/PROJ. PH. ( ) DATE REVISIONS ZZ712-200(20:2), COLBATH IS GdOH IN 6L:P M13 MA 07-1 i mT, OTC 'LT.rfao1iCL�0,7',?7'?�`'? CUSTOMER SIGNATURE: DRAWN BY: DATE: SCALE:NONE N Z Of 5 w A a a EXI5TING HOU5E n EXISTING OVERHANG a f >r in in Iz I I I II 12 -1"0 I I I 3 1z I /3\ > < W m 71 W OvA N �K � cr L4' WIN 5EGT. W WIND fn 5EGT. 4'WINPT 5EGT. 4'YQND=T. I Q A .j Ca ti c7 FLOOR FLAN t `J b4 Foa � NOTE: 5TANE;)ARl:;' <I T ; F:v Q NOTE: THIS 15 A 2" ROOM. IT CANNOT BE UPGRADED FOR WEATHER-LOCK STORMS OR A YEAR-ROUND ROOM. FILENAME: 9BW3440 04/09/98 BRUIN B: FILENAME: 9BW3440 04/09/98 BRUIN rn ? rn pa i - r Z D a U1 = n �? rn 0 o .: a i m� zr X p°ul 1 m 43 rn +1 A m A 0 UT Az� a FZm r _ i a o x rn p ; rn D D 1 p r r r 7�C i D r - i rn ` Z i rn x m rn �► o rn � x N rU'n !� CLIENT/PROJ. PH. ( ) DATE REVISIONS COLB A TH 4791 t.Hope St. Z$3 06*A 65 u� Y N"orthAttleboro,MA 02760 j. 14V#A/A/i.5 M,4 02-601 (508)695-8222 CUSTOMER SIGNATURE: DRAWN BY: DATE: SCALE:NONE #-- '_ _ CERTIFICA E OF }LIABILIb SU.RANCE _r - "08/25197 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HARRY J. BOARDMAN AGENCY INC. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 679 WASHINGTON STREET ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P. 0. BOX 3269 COMPANIES AFFORDING COVERAGE So. Attleboro MA 02703 COMPANY A COMMERCE INSURANCE CO. INSURED COMPANY Bruin Corp of Attleboro B Seaco Insurance Co. 479 Mt Hope St COMPANY North Attleboro MA 02760 C Eastern Casually Ins. Co. COMPANY D 00 sr�3'� u�`����4.-.. ' ..x.�4.:Y�,�,� v..-.. .+�ij•.b�.1... ,4az5?:�3 j.'.7�,.i�...�v::.:_x>2`�,4� THIS IS"TO CERTIFY THAT THE PO'�CIES Or INSURAi4Cl=LISTED BEiOW HAVE�BEEN ISSUED TO THE INSURED NAMED ABOVE FORyTHE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS (MM/DD/YY) DATE (MM/DD/YY) B GENERAL LIABILITY CPP00016140813 06/11/97 06/11/98 GENERAL AGGREGATE $ 2,000,000 X COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG $ 2,000,000 c CLAIMS MADEX 1 OCCUR PERSONAL&ADV INJURY $ 1,000,000 OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE $ FIRE DAMAGE(Any one fire) $ 50,000 MED EXP(Any one person) $ 5,000 A AUTOMOBILE LIABILITY 96WN81989 03/29/97 03/29/98 ANY AUTO COMBINED SINGLE LIMIT $ ALL OWNED AUTOS BODILY INJURY $ 100,000 X SCHEDULED AUTOS � (Per person) HIRED AUTOS BODILY INJURY 300,000 X NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ 100,000 GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY � h. �> , $ $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE OTHER THAN UMBRELLA FORM $ WORKERS COMPENSATION AND TORY LIMITS ER �I EMPLOYERS'LIABILITY C WCG1002044A 06/11/97 06/11/98 EL EACH ACCIDENT $ 500,000 THE PROPRIETOR/ INCL EL DISEASE-POLICY LIMIT $ 500,000 PARTNERS/EXECUTIVE OFFICERS ARE: EXCL EL DISEASE-EA EMPLOYEE $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS Job # 20 Hilltop Road CERTIFICATE,HOLDER � � �` �Y'" _ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Sunset Aces EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 45 Washington Street 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO,/L SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY Plainville MA 02762 OF ANY KIND UPOK THE COMPANY,ITS AGENTS OR REPRESENTItTIVES. VE UTHOR A IZEDVREPRE�SfEN/TATI��r'CJ--' 61 =ACORD CORPORA_ O_N"1988 s:. ,qi�...�..�:._.+r.•v,.,�.x_e.:->.. .. ,:�: .s a+?3 sn�xwa=:our+-�-fr.:�+ r._:.Fsn.+:,,.-;;�_t�_ UvIt _PROPoSE•D U1JWE�EP ENGLpS�}RE a D9 Exisfit4 PFA(K C2`x IL• _ co 5 lamAe , . J ' If 31 r= k C ;. vl Ti CERTiFllt oat ZX CONSTRUCTION ONLY : .It i �..: TOP OF FOUNDATION IS t FEET IN ADOVE LOW POINT OF ADJACENT Afi > SCALE: / ~ 30 _ ®ATE.RZDGE' ENGINEERING CO. IN CLIENT ' I CERTIFY THAT THE OOSTERED Ri:01STERED SHOWN ON THIS PLAfiIJOB NO. - - ON THE GROUND AS' I��DIC TE , AtSfE _ CIVIL_ — 1_ LAND t 1�n - . r..nNFnaus_ TO- THE. I No r- — �= 12"� Gor1�REfE F�TItJy 43" BEws� UR�oE 2;c if, r f, FLcDK To"s-r 1w, o-(-. 0111 lti; �tAN4,97K15 PKI 8�—D�► , f--E 116fi►J(4 A 4p AD OAI I D4 CD9 1<5f£ (6I,lokfiDd i II i � I f I I FLAd I I I CLI£NT/r-RCJ. PH. ( ) OA -- REIicONS IRU4 dCO^,FO,1'u10I1OF�t'"I'L OZO,i,;C. 6 A W D FA Co�✓�� I I 479 Mt.Hope St. ! z03 North Attleboro, 4��I�SE 5 h1AY taro,MA 02760 I , YA 9 4 1� Mk O t90 I (508)695-822 I I I CUSTOMER SIGNATURE: I j ( DRAWN BY: DATE; I SCAL-E: INSTALLERS LAYOUT Ll CUSTOMER: BRUIN Co. of ATTLEBORO o PCID JOB NAME: COLBATH U 2" KIT ROOM 145 NOTES: 145 u In c N T I-1I� 44.5 4 4.5 44.5 44.5 BULB SEAL 13 7//8 13 7/8 PROVIDED FOR EXPANDER, IF NEEDED 216 WAIL. COLOR Z" WALL SYSTEM 3" GLASS/SCREEN 3" GLASS/SCREEN TRANSOM INTERIOR FINISH EXTERIOR FIMSR ROOF SIZE k HEIGHT DOUBLE Ill2' ❑WHT ❑ ❑DELUXE SCREEN ❑TOP WHT ROOF SIZE SLIDER ❑ I.G. VINYL SASH ❑ WHT DOUBLE SLIDER ❑I.G.• • ❑ 13'-0"x 20'-0" ❑ 3• ®BRZ ❑ I.G- ❑S.S. m BRZ TEMKOR ®BRZ TEMKOR BACK WALL HEIGHT (]SAN ❑ DELUXE ❑ TEMPERED ❑INTERIOR STORMS ❑BOTT 8'-0� SCREEN ❑ BLINDS ❑TEMP. ❑SAN ❑SAN FRONT WALL HEIGHT 7.-0" RLENAME: 98W3440 04/09/98 BRUIN DETAILED BY: KELLIE PARKS m z n m m w 0 0 0 ro co m D D e 9 D CLIENT/PROJ. PH. ( ) DATE REVISIONS M92-269(G-C2) COLBATH 09LZo Vl`omgor4Vt1pog Z$3 'Grp aR , Is OdOH*Vq 6LP NN►3 MA Orlon� CUSTOMER SIGNATURE: DRAWN SY: DATE: SCALE:NONE f e Z D m C 03 O N O � O a D m m C 1735 MOQNIM b '1735 MOQNIM b '1�35 MOQNIM b Z m 0 `) z o rn ° rn �n - - - - - - - - �' DAN z 1 > mD Z � C3 � D — - - - - - - - - M = /� �, m Orn3 z AD — Z = r' C 0m rn A z rz 00 n � N — W WIND.SEGT. W WIND.SECT. 3'DOOR o 1a° OVERHANG N D _.. _.._. .__. CLIENT/PROJ. PH. ( ) OATE REVISIONS COLBATH 479 i-7t. opo St. t83 -&4065 WAY No.L�A tlebcro,JA 02760 Atg)3 MA 0440 1 (ti'03)695.8222 CUSTOMER SIGNATURE: DRAWN BY: GATE: SCALE:1/4"=1' G FILENAME: 98WJ44-0 04/09/98 BRUIN �u = 3 • Fa ? r m 94 r Z n N c c 0 mm(s > xx mM a m m 1 m AmA p j vt AQO � a > Zm r61 m 0 n rn rn x rn 4� D D 1 F r z QN r- cP o rn = m � z 1 rn x N rn a a � o LP rn � CLIENT/PROJ. PH. ( ) DATE REVISIONS COLBATH - 479 Mt.dope St. 283 Oc*A5E5 YJAW North Attleboro,MA 02764 02/a 0 l (508)695-8222 CUSTOMER SIGNATURE: u DRAWN BY: DATE: SCALE:NONE f CERTIFICA�TEOFLIi4BILITYINS.URAIVCE �DO °ATE-,M�D°,ti ,�a?����a w.L.....,° � TT � - �� , 08r25/97 Paooucea =ALTER TIFICATE IS ISSUED AS A MATTER OF INFORMATION CONFERS NO RIGHTS UPON THE CERTIFICATE HARRY J. BOARDMAN AGENCY INC. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 679 WASHINGTON STREET E COVERAGE AFFORDED BY THE POLICIES BELOW. P. 0. BOX 3269 COMPANIES AFFORDING COVERAGE So. Attleboro MA 02703 COMPANY A COMMERCE INSURANCE CO. INSURED COMPANY Bruin Corp of Attleboro B Seaco Insurance Co. l� V .479 Mt Hope St COMPANY North Attleboro MA 02760 C Eastern Casualty Ins. Co. COMPANY D COVERAGES � OTHE POLICY PM R0 � FTHIIS TO CERTIYTHAT THOIES OSRALUW HAEBEEISSUE OTHESURED NAMEDABOVEFR INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO POLICY EFFECTIVE POLICY EXPIRATION LTA TYPE OF INSURANCE POLICY NUMBER DATE (MM/DD/YY) DATE (MM/DDNY) LIMITS B GENERAL LIABILITY CPP00016140813 06/11/97 06/11/98 GENERAL AGGREGATE $ 2,000,000 X COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG $ 2,000,000 ry CLAIMS MADE FX]OCCUR PERSONAL&ADV INJURY $ 1,000,000 OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE $ 1,000,000 FIRE DAMAGE(Any one fire) $ 50,000 MED EXP(Any one person) $ 5,000 A AUTOMOBILE LIABILITY 96WN81989 03/29/97 03/29/98 ANY AUTO COMBINED SINGLE LIMIT $ ALL OWNED AUTOS BODILY INJURY $ 100,000 X SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY 300,000 X NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ 100,000 GARAGE LIABILITY AUTO ONLY.EA ACCIDENT $ ANY AUTO r OTHER THAN AUTO ONLY: Im POTHER SSLIABILITYEACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ THAN UMBRELLA FORM $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY I TORY LIMITS IER -• �€..t,:u C WCG1002044A 06/11/97 06/11/98 EL EACH ACCIDENT $ 500,000 THE PROPRIETOR/ INCL EL DISEASE-POLICY LIMIT $ 500,000 PARTNERS/EXECUTIVE OFFICERS ARE: EXCL EL DISEASE-EA EMPLOYEE $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS Job # 20 Hilltop Road CERTIFICATE'HOLDER -- CANCELLATION" SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Sunset Acres EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 45 Washington Street 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Plainville MA 02762 BUT FAILURE TO"L SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. AUTHORUED,WREESSiENTATIVE _ ✓✓ �� - - _ __.s, :�.-,-...�1. . ..� �.�;.,�. , .:��.�. � .�;,�� ,.w:__�. •.. <���.fz .�_.�;;.::_,�„ ..rv�-�-�-_.. ��.�©.�;L'ACORD�.CORPORATION=1988 w::�.,, - i W HOME IMPROVEMENT CONTRACTORS REGISTRATION Board of Building Regulations and Standards i One Ashburton Place Room 1301 ` Boston , Massachusetts 02108 ----------------- HOME IMPROVEMENT CONTRACTOR }2 Registration .104439 Expiration 07/14/00 . ,' * 5j'` �' Type - PRIVATE CORPORATION � HOME IMPROVEMENT CONTRACTOR L S s �- Registration 104439 - BRUIN CORPORATION OF ATTLEBORO � ` � , . ��I,��� �i Type `PRIVATE CORPORATION ERIC NEWTON `w k � Ezplratlon: 07/14/00 479 Mount. Hope Street N . Attleboro MA 0276000RPORATION OF ATTLEBOR NEWTON a:,�. ;nonnwis7waoa 79 Mount Hope Street N. Attleboro MA 02760 ' .... - . �•�t•:M•:;..-�.. .1-ssi-s-s...:•n•6.i.s`a....+'<o-.-f.r_"-aa�,-.'-i r•^;.= -^- CQ �! t tIC f Fs7W":4 iAh1LCiui, ,• ____0 „�'"'r • TOWN OF BARNSTABLE Permit t No. .J e e 1 n"rrum i Building Inspector cash -;PO6, 00 Gl OCCUPANCY PERMIT Bond __ X "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector.” Issued to Sandra Long Address Hyannis Lot #2B 283 Bearses Way Hyannis Wiring Inspector f f � Inspection date ' Plumbing Inspector Inspection date Gas Inspecto Inspection date ,r%/Engineering Department 1�! A-4 66 Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL 'SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. ................... ........._. _......, _ � .............� ......Building Inspector _.. t i r,trb � yi Yy A" .. - _ _ #k �x •i 1 u�f x� Liar" r r, titi 1 r Y ,Ys, { � •!. �', -1 ` 1 t rL t`� �-� }r * �,p �. �n ,d�s'���tf,+.4��y`�,�y i� �`!. lt� Y fir" r.*jkrF 'i y FdV N. t Ltr f kt t<s n'r t t * K ��' �► •.tl k te,��'j •V�ip��, �r� �t qg `. 4 .• ._.: � I �8 � � � 2„ 4 tc L4 s,Y}Y''W,'""�'t?$tr`�r,�' 2 y�, s"r 1 's ter V,5 r"4 aELt� L�t 1.7b< x i ( t �: a k 7 ♦ .err 'f U-9..• " eG ­i Nit 17 ��+ f stir: t C/i S y y r .k Yt'•L s5+- y `, ,r •�``� ,�. 7 ;:. i .`' } 'e r i >t y ti tt FL t Y k� °X e t x r c . _ r W y 6 x t i `� ; �r �l�ra � •s� �s Sri ham :, r 5 .0 r +K i p-a a Y. tit $ ;•F 1}:r' ' + T{ eAl: L j{ 1 `�L -!' t -Lr i^a '•r{ 3 '"i l t'i' 3- 4 e i�r la p%(t' � d}'crt w, p 3.' c rY zr � xx' ` ¢•�a.F'K e r y} {� o \y, 1 s _ R"R f), p�'Y`j.•t M1 vs t >• LT Y 'YGZr'1fas..', r4. �` .. � f � � #;.• � i t,i �w3 t .l'4ft � va'' w �tl .'-xa Ir, �.+ n{�s'�:�r SW�j { .t... r ., _.. �� . . t , • Q 1tx -..r r ix � -:..',� 1.a} 3i ,, � "�'� ;� �pt ,�}}y j �,,� t a nLl��,� �a� t,?�!�'�' »'" ' 1 L{ 3 �� }.. ` .4 �' rr. fL i t j 31• ,.{Pry {P �i C Y,£V 'vl� ��'�4 4; � L.f@ 14 T'r '•�'� � -' f � v' P 1 '{ - � t( k K,r M c+ t".r, y S'�,7F�'x w L� k .\ a • p'1' - '� �i f,% ;fy „t NY 'eysyfii:.;�'tyt�,,'"'ti° � �a$ Y ,. � •:''k F `' r®� ^ Q ,• ' ti . . 4 t� iC L i y e L�.� s'! i ic�t'i f . `� � 0 ' ,. > 1},r �" .!� t' c� �'�' 2d iE•K.`• •+ ��T'L t >~!' t�r� s�a aA��° r U k r s y C rags 7 �< a �/► '` 3.. '�' t. a. F �, at F' J �*k��d its �� .it ~t •`F ,. ., s �� °i;w of y t��} £°��*r^ � 2tf*i i'-z.A r� � }�4 ,(�', }� 'fir = -. ..' ,_ �. .. t �:y * k � 1+it� 5 �-�t r+t �"�'` •�* r ` ia,'!_ 1 ;' - � ✓�' ' a iS i .r t t3 h' �r�tL}�;� `'.';�. }� '' ' F l °' 6� r7..-d �� r�K _ M r h 1 t ,7 L' �4vi i -t,e�1'� `ri. `•': �•" - - s r tr f t t ,, ��m't.st!c110 tly 1 t t t y••.• t, t. t k .. 4t i .L rda 1� t. CERTIFIED PL�'P r. � .a¢, t , J - r ,. .. " -,• t d. e � �. �..,®�� � }Z rL)� �'nr�'S�r�'� S � C®I'dSTRUCTION ONLY ab "DPP .OF FOUNDATION IS � FEET ` ..l . � n ARQ LOW POINT, OF AD�ACI=�T , , .{ � �� � A�.. A D SCALE: .* x ' . 4.. AGf ENOI�4EMING C®. 1P�1 CLIENT �ae 1 CERTB;FY 'THAT l�D '� SHOWN ,'ON ®65 ER:E® REGISTERED '? G � ®i� TP�� iG`R®UIdD'A&. 0�,>� CIVIL I LAND CONFORMS TO T'HE ��I�t��3 ENGINEER4j EYOR DR. BY OF 8 A RN XSA 8E, 712 MAIN ST. CH. SY- - _ _. . ..__ Y SHEET]OF -� DATE RE®. L:ANO NYANNIS MASS. Y tir � � � | | �ap and lot nu THE TME IS COD TOWN OF BXR�,ST ONS BUILDING INSPECTOR TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the followi information: Diagram of Lot and Building with Dimensions SUBJECT TO APPROVAL OF BOARD OF HEALTH ' I hereby agree to conform to all the Rules and Regulations of*Tn construction.-- Name �-~-----...--. ............. LONG, SANDRA t Permit for One 112 Story Single Family••Dwelling............ Location ..WaY.. ................HY.aAD.i 5............................................ t Owner ...Sandi.?...LAW................................. � Type of Construction k:x:c`lAlp............................. t ; ............................................................................... Plot ............................. Lot ................................ DcPermit Granted ..........e................ember....1...5..!....19 80 ` i Date of Inspection .......19 r fkkt r 1-14Date Completed .. ........19 PERMIT REF 5 g ` ................................ 19 } rn } ......6........................................ n ......................................... ........In. C��....:.. ......... f Approve ... ................................. 19 Yu. • ... ... ................. ••.• ..•.•• u • , .` • ........• . .•.••...........• �' - Assessor's map and lot number ......................... QyO�THE f Sewage Permit number ........................................................ Z BARNSTABLE, i House number ............................:.............. .............,. ro 039 TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ......... ' r! �..` ................. ` ... ...`.:.: .......................................... TYPE OF CONSTRUCTION ................... ..i/'�U ..,� �r!v✓vc �' ...:.........................................................-.................................................... .....................................'...........19......... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ;.. �5 ............................................................:................................................................................................................. Proposed Use ................... ..... i_.-� .. .��L�G..................................................................................... .........�. . Zoning District ...............................A...f�1/�A�....................Fire District ........... /L.. ,. .��.... ............................................ Name of Owner ............. �...r :. ?`-'F................... .Address ..............T/..' 3.. �,./.? ..•............................ Name of Builder ................... ...... � �1.�il...,�..r{.Address ...... .... y / '' ... r.. .. ' �.Name of Architect ! .' ...�ic.� ................Address Number of Rooms ................................Foundation ��� �''`................. ............:`.fir................ Exterior '� ...Roofing FloorsInterior .................................................................................... F' C" Heating .......................:.....:......:.............................................R;umbmg ......:........................................................................... Fireplace ............................... .-".........................................Approximate Cost .................................................................... Definitive Plan Approved by Planning Board ________________________________19--------. Area /�..�-.....f f ................. ............ Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH "`' /up I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .................................................................................. " / - A-`310-6-2 \ ' �O�� S�J�DI�\ � No .327.6l... Permit � _Ooe_=,'.or2.. __ ..Fao�iIv..I}���l� ' ----.. Location ..LQ.t... eAZ5.e,$..]�aY. .................-'y-__''--_........................................... Ovvne, ..Saadxa'Loag-----------.. Type ofConstruction ....Frzuoo�........................ -----^--'~-----------------' ,= � Permit uronroo Z­­ PERMIT REFUSED _______._--_---------.. lA � ' --. -.. ~/ —'—'7^---'------------'--' '-'' �. � ��. ------.. ..........................- �-lr' r' ~� ----.. f��.K�����= -...A 1.�..��-------.. � x . Approved ................................................ lg ---------------'-'---^^^~^^^-'' -------`--------'--~-----^-' ` � GENERAL NOTES & SPECIFCATIONS 2.76' 1. THIS PATIO COVER k ENCLOSURE SYSTEM IS LIMITED TO RECREATION AND 2042' OUTDOOR LIVING PURPOSES AND IS NOT TO BE USED AS A CARPORT,GARAGE OR HABITAL ROOM. 215T 2 THIS ENCLOSURE SYSTEM IS TO BE INSTALLED UNDER THE ROOF PANEL SHOWN ON,DRAWING NO.2ES2. m 3. DESIGN LOADS: SEE TABLES FOR DESIGN LOADS AS SPECIFIED PER APPENDIX CHAPTER 31 OF 1994 UNIFUN BUILDING CODE. o, 4 FASTENERS. SCREWS SHALL BE SIZES SHOWN AND SHALL BE STAINLESS STEEL 4J LW n / ZINC PLATED.GALVANIZED STEEL OR 2024-T4 X MNUM. _ L 1.797 .g,Ijs• yS{`� 22W 5. ALL STRUCTURAL COMPONENTS OF THIS ENSURE SYSTEM(EXCEPT SOLID a� n PANELS)ARE OF ALLOY&TEMPER 6053-TS UNLESS SPECIFICALLY NOTED Z F 52' 2� WISE O7HHER —W �. 6. THE SOW WALL PANELS SHOWN SHALL COMPLY WI1H1 A dIItRFN1LY > RECOGNIZED LC.&O.EVALUATION SERVICE INC.REPORT. ALL WOW PORTIONS Z OF THE SOW WALL PMQl WHICH ARE SUBJECT TO WATER INTRUSION SHALL 2.00' STANDARD MALE 1 J 2.0(r STANDARD FEMALE.0 2.00" "H7 CHANNEL n,J 45 ADAPTER x 2 �4J 2.Od ADAPTER' S "C" EXPANDER 6 BE FULLY W J 7. WHERE ENCLOSURE IS REQUIRED TO BE LEFT OPEN PER SEC110N 3116 THE OPEN. N c 2.316' 2912' AREA OF THE LONGER WALL.AND ONE AOgDONAL WALL SHALL 13E A MINI LIM ZO � OF 65 PERCENT ASURE OF THE AREA BOR. A MINIMUM OF 6 FEET B SECt OF EACH Og• 238' WALL.R READILY FORM THE FLOOR (•CPQI 6 REFINED EN INSECT SC NOT MORE .�. . AND/OR READILY REMOVABLE TRANSPARENT OR TRANSLUCENT PLASTIC NOT MORE U � THAN 1/8 OF,AN INCH IN THICINESS.SEE NOTE/8 BELOW FOR OPTIONAL rG 8. PORTIONS OF THE WALL NOT REQUIRED TO EE PLASTIC.(SEE NOTE(Z ABOMAYBE GLASS THAT COMPLIES WITH CHAPTER 24 OF THE UNIFORM BULON ' CODE WHEN APPROVED BY THE BUILDING OFFICIAL.CLASS COMPLYING WITH I,\ .: 0" �+ CHAPTER 24 OF THE CODE MAY BE SUBSTITUTED FOR THE RAS71C INDICATED16 0 n e IN NOTE J7.AS PERMITTED BY SECTION 104.2-8 OF THE CODE FOR EQUIVALENT 0 _Ow MATERIALS OF CONSTRUCTION.(*SEE NOTE#13) ! C4 9. WHERE THE ROOF PANEL SPAN IS PARALLEL TO THE EXISTING WALL OF THE 'y ^ RESIDENCE THE ADEQUACY OF THE EXISTING WALL SUPPORT STRUCTURE($rums HEADERS,BEAMS ETQ)SHALL BE VMM BY AN INDEPENDENT SOURCf THE ATTACHMENT OF THE RIDGE BEAM.THE ADEQUACY OF THE EXISTING FTRAM 1 12 12' n 207B' IS NOT A PART OF THIS DESIGN OR APPROVAL s,l• 11 2158' 10 THE QUILTED 8S CRAM 1THE UNIFORM BUILDING CODE AD COMBlNAl10HS ; T _ 2162' 750' t1. PALL ER LINTJLQ USM IN CONT 20t�WITH DISSIMILAR MATERIALS SHALL BE PROTECTED 1176' 12 EXPANSION ANCHORS SHALL.BE'FHILR KINK-BOUT I'ANCHORS OR EQUIVALEM PER LC.B.O.Ev"ATION REPORT NO.*27. THE 3/87/ANCHORS SHALL HAVE TOP TRACK / EXPANDER �,J 2.00� TRANSOM HEADER °) 2.00° BASE EXPANDER �yJ 2.Od CORNER MULLION I� 2.Od SILL 11 A MINIMUM MGM VALUE(IN CONCRETE)of 565 Pounds o 0 11 TEMPERED GLASS WITH A THIgwESS NOT TO EXCEED.125 INCHES IS AN v S ACCEPTABLE ALTERNATE TO PLASTIC INDICATED IN NOTE/7. ALL TEMPERED ,I GLASS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 24 OF THE U.B.Q I 1 a ,o (•I.C.B.O.EVALUATION SERVICE,INC,ACCEPTABLE). = cco 3,110 14. ALL EXISTING WOOD IS TO HAVE A MINIMUM SPECIFIC GRAVITY VALUE OF 0.49. c m 2.128'711* ji c � m m + o. O• 0 M 05 U m _6 3' 692'1.64f 2288' 1 3.39,C 2238' Z 1 0 a 3.00r HANGING RAIL 12 2.Od 14 16 17 HEADER �3 TRANSOM JAMB S.C. JAMB 15 D.S.S. 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'I t ,.., I 1 r 1 '.1 Ij �•e•♦•e•� r •- � ��e�e�e�e� t �jAeeeeeejele°•eje•1� . 1 , .,. © I ►♦eee. -,. © ee♦ee1 ►eeeeee0ie♦� ♦eee♦ eeeeee ♦eeeeee♦ ♦♦ ] ']' © ►°eeeee ♦♦ee♦ © ►eeeeeeee•�e� pe00000e� iii°ii� Oiiiiiii•�•►•i°i ►0000♦ooe� •e♦e♦� ♦eeeoe•eie♦ 1: 1 `1 1 ► Ie © 1' O 1 / 1 1 e TABLE "A': BEARING WALL MULLIONS-SECTION A * TABLE "B": NON-BEARING WALL MULLION SECTION IMAXPAUM MUWON TYPE MAXIMUM MAXIMUM MULLION TYPE MAXIMUM MULLION TYPE ON DET.Q DET. 0 DET. E TRIO. MUWON DEL© DET. D DEL E TRIO. MAXIMUMNG yy10TM SPACING, MAXIMUM MUWON HEIGHT WIDTH �AqN DET. DET. DET. MAXIMUM MULLION HEIGHT 20 PSF LIVE LOAD, 70 MPH WIND 30 PSF SNOW LOAD, 70 MPH WIND 70 MPH WIND LOAD 30 1/2 C/C 10'-0" 11'-6' 11'-6' 11'-0• 30 1 2' C/C 1 8'-6' 10'-9' 11'-6' 9'-4' 30 1 2" C C I1'-1' 12'-0' 12'-O' W W 46" C/C. 8'-3' 1 10'-6' 11-0' 8'-0' 46" C/C 7'-6' T-6' 10'-3' 5'-6' 46- C/C 9'-0' t1'-5' 11'-10' o-Z ^ A 56 1 2" C/C 7'-9 9'-9' 10'-0" 5-6" 56 1/2" C/C 7'-3 9'-0" 9'-6' 4'-3' 56 1/2" C/C 8--2" 10--4" 10-8" _W w N 20 PSF LIVE LOAD 80 MPH WIND 30 PSF SNOW LOAD, 80 MPH WIND 80 MPH WIND LOAD „ 30 1 2' C/C 9'-0' 11'-3' 11'-6' 11'-0' 30 1 2' C/C 7--9' 9'-9' 10'-6' 9.-4. 30 1 2' C/C 9'-9" 12'-0' 12'-0' Z n 46' C/C 9'-3' 9'-9' 8'-0' 46' C/C 6'-9' 8'-6" 9'-3' S'-6' 46" C/C T-11' 10'-D' 10'-4' T+- 56 1 2" C C 6'-g" 8-6- . 9'-0- 5'-6' S6 9 2' C C 6'-3" 8'-0" 8'-9" 4'-3' 56 1 2 C C 7'-1' 9'-0" 9'-4' 0 N 20 PSF LIVE LOAD 90 MPH WIND 30 PSF SNOW LOAD, 90 MPH WIND 90 MPH .WIND LOAD o a 30 1 2" C/C 1 .8'-3' 10'-6" 11'-O' I 11'-O" 30 1 2- C/C 1 T-6" 9'-3- 1 10'-0" 9'-4- 30 1 2" C C 9'-t' 11'-5' 11'-10' U o .46' C C 6'-9' 8'-6' 9'-3' 1 8'-0' 46' C/C - 6'-3' 8-3' 8'-9" 5-6' 46- C/C 7'-4" 9'-4' 9'-8' 56 1 2' C/C 6'-3" 8-0' 8--3' 1 5'-6" 56 1 2- C/C — 7'-9• 8'-0" 4'-3- 56 1/2" C/C 6'-8' 8'-5' 8'-8' 20 PSF LIVE LOAD, 100 MPH WIND 30 PSF SNOW LOAD, 100 MPH WIND 100 MPH WIND LOAD ,e'1 . d' 30 1 2" C/C 7'-6- 9'-3- 10'-0' 11'-0' 30 1 2" C C - 8'-6" 9'-3" 9'-4' 30 1 2' C/C 8'-0" 10'-Y 10'-6' �` 46' C C 6'-6- 8'-4- 8'-7- ! 46' C/C 6'-0" T-9" 8'-3' 8'-0' 46' C/C — T-6' 8'-0" 5'-6' / l ^_ 56 1 2" C C — T-3" T-6' 5'-6" 56 1 2" C/C — T-0' T-3" 4'-3• 56 1/2 C/C 5-11' T-6' T-9" C� 20 PSF LIVE LOAD 110 MPH WIND 30 PSF SNOW LOAD, 11.0. MPH WIND 110 MPH WIND LOAD ; �, 30 i 2" C/C 6'-9- 8'-6" 9'-3" W-0" 30 1/2- C/C — 8'-0- 9'-3' 9'-4' 30 1 2" C/C 7'-4' 9'-3' 9'-7' 46" C C T-0' 7'-6' 8'-0' 46' C/C — 6'-9 7-3' S'-6" 46" C/C 5'-11• 7'-6" T-9' r . 56 1 2' C C — 6'-9' 7-0 56 R 56 1 2- C/C — 6'-6' 6'-9' 5'-6" 56 1 2" C/C — 6'-3 6'-9" 4'-3" 20 PSF SNOW LOAD, 70 MPH WIND 40 PSF SNOW LOAD, 70 MPH WIND . WERE 6'-0' WIDE DOOR OPENING OCCURS IN A NON-BEARING WALL, 30 1/2" C/C 9'-0' 11-0 11-6 to'-8" 30 1 2" C/C 8'-3" 10'-3" 11'-3' 8'-9' USE 80%OF HIEGHTS SHOWN IN TABLE ABOVE. 46 C/C 7'-6' 9'-6` 10'-3" 8'-0' 46• C/C 7'-6" 9'-6' 10-3' 4'-3' m 56 1 2' C/C 7'-0' 9-0- 9--5" 5'-6' 56 1 2' C C T-0' 9'-0" 9'-6' 2'-10" m o 20 PSF SNOW LOAD, 80 MPH WIND 40 PSF SNOW LOAD, 80 MPH WIND 30 1 2" C/C 8'-0" 1 10'-0" 11'-O' 10'-8' 30 1 2' C/C 9'-6' 10'-6 8'-9' PRodmom = co 46- C/C 6'-9' 8'-6" 9'-3" 1 6'-0' 46- C/C — 8'-6" L 1 9'-3" 4'-3' TABLE C": TRIBUTARY o 56 1/7" C/C 8,-0, 6. 6- 5'-6' 56 1/2' C/c a'-o• 8'-6' 2'-10" WIDTH * o'NANG / �... _ co 20 PSF SNOW LOAD 90 MPH WIND 40 PSF SNOW LOAD, 90 MPH WIND WA1L0R BEAN a '� 30 1 2" C/C 7'-9' 9'-6" 10'-31. to'-8' 30 1 2• C/C 9'-0" 10-0" 8'-9" MAXIMUM MAXIMUM OVERHANG 46' C/C, 6'-3' 8'-0' 8'-6" 8'-0" 46• C/C 8'-3' 8'-9' 4'-3• PROJECTION 0'-6' 1'-0' 1'-6' 2'-0' 2'-6- S-0" a 56 1 2" C C — 7'_6' T-0' V-6' 56 T 2" C C 7'-6' 8'-0" 2'-10' 6'-0' 3'-3" 3'-7' 4'-0' 4'-6' — — o 20 PSF SNOW LOAD, 100 MPH WIND 40 PSF SNOW LOAD, 100 MPH WIND 7'-0" T-9' 4'-1" 4'-5" 4'-Il' — Oo 30 1 2" C/C 7'-0' 8'-9- 9'-6' 10'-8' 30 1 2' C/C — 8'-3' 9'-0' 8'- " 8'-0" 4'-3' 4'-7' 4'-11' T-4' 5'-10' 46" C/C T-3' T-9" 8'-0" 46" C/C — -6 8-0 4'-3' 9'-0" 4'-9' S'-1' S'-4" 5'-9'. 6'-3" 6'-9' ! 56 1 2' C/C — 6-9 7'-3' 5'-6' 56 1 2" C/C — 6'-9- 7'-3" 2'-10' 10'-0' 5'-3' S'-7" 5-10" 6'-3" 6'-8' T-2' o 20 PSF SNOW LOAD, 110 MPH WIND 40 PSF SNOW LOAD, 110 MPH WIND 11-0' S'-3- 6'-7 e'-10 6'-9' T-7' T-0* Nl 0 12'-0" 6'-3" fi'-7- 6'-10' T-2" 1'-T 8'-0' 1L 30 1 2- C/C — 8'-0' 8'=9' 10'-8' 30.1 2' C/C — 7'-9" 8'-6' 8'-9" 13'-0" 6'-9' 7'-1' 7'-4" T-8' 8'-1' 8'-5' 1 m 46" C C 6'-9" T-3" 8'-0' 46- C/C 6'-9- T-3- 4'-3' x c, 14'-0' T-3" 7'-7" T-10' 8'-2' 8-6' 8'-11" c a 56 1/2' C/C — 6'-3" 6'-9 5'-6' 56 1/2' C/C — 6'-3" 6'-6- 2'-10" 15'-0' T-9" 8'-1' 8'-4' 8'-8' o °0 16'-0" 8'-3" 8'-6" 8'-10" 9'-2' 9'-6' 9'-10' N 17'-0' — 9'-0" 9'-e 10'-0• 10-4" 18'-0" — — — 10'-2- 10'-5' 10'-t0 19'-0" — — — 11'-13 • SEE TABLE "0' FOR PANEL SPANS AND OVERHANG LIMITATIONS. N � m Q TABLE "W: MAXIMUM ROOF z F- PANEL SPANS* W DESIGN PANEL DESIGNATION TABLE "E": BEARING WALL EXPANDER - MAXIMUM ALLOWABLE TRIBUTARY WIDTH o N LOAD TI-3-21-32 MAX DESIGN LOAD (S) o r 20 P 15-6" EXTP1PPE ER MULLION 20 PSF 30 PSF 40 PSF 70 MPH 80 MPH 90 MPH 100 MPH 110 MPH N N uVE LOAD 20 PSF 14 SPACING LIVE/SNOWSNOW SNOW WINO• W1N0• 'MND• WIND• WIND• _g• SNOW LOAD DATE 30 1 2' c c 1r-o" n'-o" u'-o" n'-o' 11'-0' 30 PSF 12'=1" DETAIL / / il'-0" 9'-4" 8'-9" SNOW LOAD -. APRIL 97 4o pw 10'-T 18) 46' C/C 8'-O' S'-6" 4'-3' IV-0" 1t'-0" 11'-0" 11'-0' IV-0" JOB NO.: 97 SNOW LOAD DRAWN BY: 70, Bo, 90, 16'-0' 11'-0" 11'-0'" 10'-8" 8'-3' 6'-9" TAJ 100 a 110 56 1/2" C/C 5'-4' 4'-3" 2'-10" ors No.: � MPH WIND 2 E S 3 • MAXIMUM PANEL OVERHANG IS S-0" r 3 Of 4 STRUCTURAL MULLIONS STRUCTURAL MUWON SPACING SEE ENCLOSURE SCHED. SEE SCHEDULE BELOW 48 MAX AT CLASS STRUCTURAL MULLIONS a SEE ENCLOSURE SCHED. PLASTIC SPACER INSERT REMOVAL- SLIDE INSERT TO AN OPEN POS11M AND GLISP WINDOW HEAD W FIB GLIDE THE VERTICAL SASH WITH BOTH HANGS LF T INSERT UP WHILE PULLING PER ENCLOSURE TYP.EACH ENO THE BOTTOM TOWARDS THE INSIDE OF THE ENCLOSURE LOWER THE DRAWINGS AT TOP INSERT WHILE CONTNAING TO PULL INWARD. W W n B JAMB PER CLEAR WIDTH SCHEDULE O. n «A / VANDOW INSERTS SEE 1 DRAWING INSERT WIDTH,SEE SCHEDULE JAMB PER j W = SCHEDULE BELOW FOR ENCLOSURE n W DRAWING 0 N DIMENSIONS _ .. � 3 2 Z � CONTINUOUS WEATHER S ruozi ^ WEATHER SLIDE BRUSH ALL 1/8'THICK MAX. BRUSH ALL b! TEMPS ED GAss ATGINo-TYP. ARGIND-TYP.DE VERTICALLY ADJUSTABLE S CONTINUOUS POLYVINYL = HANDLES CHLORIDE GLAZING CHORD POCKET TYP.ALL AROUND CONTINUOUS L 1 / 1 BRASH ALL WEATHER 2 1/8'THICK MAX 4 ARWND-TYP. ���� I IN f, Cr. WINDOW SILL ADJUSTABLE ROLLER' PER ENCLOSURE ASSEMBLY W/GLIDE DRAWINGS TYPICAL EACH END AT BOTTOM � IOENIIFlCATTON LABEL PER UBC SECTIONK�\ c EACH HORIZONTAL SECTION 2406 ON EACH PANE OF GASS CORNER OF INSERT ASSEMBLED WINDOW ELEVATION VERTICAL SECTION lHJ o GENERAL REQUIREMENTS AND CONDITIONS a g 1. TEMPERED GLASS CANNOT EXCEED 0.125 INCH IN THICKNESS ]� z� 10 2. TEMPERED GLASS SUBJECT TO HUMAN IMPACT COMPLIES WTH SECTION 2406. �/ = la GLAZING i i VERTICAL SASH PER 3. TEMPERED GLASS INSTALLED IN AREAS WITH BASC WIND%M)S OF 80 MPH 1 1 o 1 U 1 - AND GREATER COMPLIES WITH AREA LIMITATIONS OF UBC SECTION 2403 IN ire w O OR O RESISTING WIND FORCES AND IS SUPPORTED IN ACCORDANCE LWTH UBC SECTION 2404. • < 1 1 1 u t 4. THE GLASS INSERT ASSEMBLY IS READILY REMOVABLE IL 1` o '0 1 NOTCH VERTICAL SASH . O I­ i P . WINDOW SCHEDULE — TEMPERED GLASS ITYP. �_ n I I , . 1 iii 1 STRUCTURAL INSERT T c 1 1 - M ONNIGHT GLASS DIMENSIONS m u 1 A8 SIAS 1HRU VERTICAL SASH 1.4D9' SU ApNG YNDIMH x HEIGHT TROTH x 1 8 M27.1 1 --------------------- 1 u 1 INTO CENTER SCREW CHASE 1 n 1. AT HORIZONTAL SASH. - 445'C/C 22.5'x 51' 20.75'x 49.13' 1431 g --------- ------ o --------- L--_- TU i 30'C/C 15.25'x 51' 13S x 49.13' 9.5/ c --------- --- - 1 11 I J co fu^ C co HORIZONTAL SASH PER( ` oo a HORIZONTAL SASH o °0 N TYPICAL SASH TO SASH CONNECTION lVJ W Cn J r TYP. a ^ L_J J V W M� W d 0 m 3 .872' .537' N ~ 20 L2W DATE AM 97 USE FOR TEMPERED CLASS GLAZING AT USE FOR ACRYLIC GLAZING AT 70.80 AND USE FOR TEMPERED CLASS GAZING AT USE FOR'ACRYLIC GLAZING AT 70.80 AND USE FOR TEMPERED GLASS GATING AT USE FOR ACRYLIC(LAZING AT 70.80 AND 'JOB N0: 80 MPH AND 90 MPH WIND. SEE DETAIL 90 MPH WIND AND TEMPERED CLASS GLAZING 80 MPH AND 90 MPH WIND. SEE DETAIL 90 MPH WIND AND TEMPERED CLASS GLAZING 80 MPH AND 90 MPH WIND. SEE DETAIL 90 MPH WIND AND TEMPERED GLASS GLAZING 97023T2 AT RIGHT FOR DIMENSIONS NOT SHOWN. AT 70 MPH WHO. AT RIGHT FOR DIMENSONS NOT SHOWN. AT 70 MPH YARD. « AT FIGHT FOR DIMENSIONS NOT SHOWN. AT 70 MPH WIND. ORAYAH BY: TAJ � DWG.NO.: CENTER SASH OUTSIDE SASH OUTSIDE SASH l�J 2ES4 4OF4