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HomeMy WebLinkAbout38241-Z , co TOWN OF SOUTHOLD id Gyp BUILDING DEPARTMENT ccg TOWN CLERK'S OFFICE •°}e. NY O,1 * ,baa ¢ BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38241 Date: 8/8/2013 Permission is hereby granted to: Cocolaras, Peter 2 Bay Club Dr Bayside, NY 11360 To: construct additions & alterations to an existing single family dwelling as applied for \I N D� e,su At premises located at: 1095 Hyatt Rd, Southold SCTM # 473889 Sec/Block/Lot# 50.-1-14 Pursuant to application dated 7/12/2013 and approved by the Building Inspector. To expire on 2/7/2015. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $835.60 CO -ADDITION TO DWELLING $50.00 Total: $885.60 / 1 Building Inspector Form No.6 • TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. /d20 t New Construction: Old or Pre-existing Building: (check one) Location of Property: [p c j i4.4.}'gerc-•- CL.Q, S Oc.,crtlot,l9 t � t t 7 House No. Street Hamlet Owner or Owners of Property: rGT6-Z., GDe.-01---ettrZs C7 Suffolk County Tax Map No 1000, Section �01 Block ®( Lot t Subdivision Filed Map. Lot: Permit No. 3 Zoe I I Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: t/ (check one) Fee Submitted: $ O . 1 AlLa .• Ap i Iicant Signature FIELD INSPECTION REPORT DATE COMMENTS , ' 0,0 tg 'QUNO�iTION(1ST) • i. R\t VY • FOUNDATION(SND) M rz O • ROUGH FRAMING& a, y PLUMBING . . .. . . . INSULATION PER.N.Y. II I'-3 STATE ENERGY CODE ' • '. . . '7 7.,/•/,t-- eticale_ Alor 11- , - .-, -- ,' ' .. • * `r C4 ?::)'-- 1 FINAL , VO ).6 , N 67' * a6LtI -' . '4 • •1Ai Ftp ADDITIONAL COMMENTS °gpt'S..-3 ggq ss -2,0 . - 53R - 752i5. 6),9 clot '.0 38,s 1 .S-1-13 k5) B I- I Li) Ar(4 .p-Ucivs r_e_t__Q__1 ‘,re_d . o .orn (sS . A • U .. t TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING'DEPARTMENT Do you have or need the following,before applying? TOWN Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. ,..3V-Y/ Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined V ¶ ,20= Single&Separate Storm-Water Assessment Form gilContact: Approved ,20!) Mail to. ;'►LP,v5).1. 15-A-,-e tr5HI,(...t. u-02,, Disapproved a/c qc"Tt-tt9 L.ce, , V....7`e t l 4)1 (. Phone: / Expiration 2-1 -6 ,20 `'5 Pule,r (_, 6) ; ci,- 1 _ ' E % E VI Building Inspector ��L 2��3 APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date , 20 BLDG DEPT TOWN OF SDUTNOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized, inspectors on premises and in building for necessary inspections. (Signature of applica name, if a corporation) I"' e 4.15" <rf tLL e--s7, e7d0T OL 7 . iU':! 1( ' 71 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ,12c14 t, 6'&i Name of owner of premises '[? t ex co co L pciraI ? (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: i 0 q`i k-14.•=0-1-:-.6. 11.9:.- `z Jt.'�l-W 1.-t7 l e-H, it, 9 7( House Number Street Hamlet County Tax Map No. 1000 Section d_. Block 0 A Lot ) e}' Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ?.G it 9e- 10.1---c A-t.- b. Intended use and occupancy 26' t V 6-6."1-1.d. \ / 3. Nature of work (check which applicable): New Building Addition // Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee t- 5-49 (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Iep tht UG Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase 4d 09d 1.2r Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO )5' 13. Will lot be re-graded? YES NO )! Will excess fill be removed from premises? YES NO X' 14. Names of Owner of premises Wei �oi-,4-0-401dress Phone No. Name of Architect b'lr-4•40 Address 4/S l-cl` Phone No 9(1 b7--& 47 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ><- * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) t14-A-V&p.. ask being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH is the M•-c.-b (� �Lq / (51)- -; Notary No01 State of New York (S)He �c No.01 BA 169 65060 (Contractor,Agent, Corporate Officer, etc.) Qualified in Suffolk County�l ) Commission Expires Art 14, of said owner or owners, and is duly authorized to,perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this - 1 `H' day of 1 _ 20 R Notary Public Signature of Ap I 'ant .1.-:,?5:., # r 1. .°° � Town of Southold - Chapter 236 - Stormwater Mara ernent . :a . 9 -'-s.''- 8: SWPPP -Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION:(All Requested Information is Required for a Complete Application) APPtJcANT NAME Owner-Agent-Cons(dlant-Contractor or Other(Circle One) Property OWNEBo gf Different than Appllcarrf "Thi WAY/ki} > 1 T• � + �1l f0 "7541.4�1. F�m�ik �.y Telephonel: Fax#: VeUg1.a�Ci/I-.¢'cli�p-S/('/p t.ti a Co VI E Malb I I . 1 C { a�7 , PropertyAdtfrasa= I l��/ t'' /�✓G�r V 4 ��-tI'/ Brief ProposedtSflilttOT'1)It]�d,$Ol�t s>^TM 91 9000 1 ra{} t?i4 z{ stata?izationstt3Ps,Project soopeand/or SequzoceofConshndionacti* 1 - - oiabtn thee,,. oleo tot P104 d0 89 1 j ` 1 Han or Contractor andloc Contact Person nesponatle for lmplemenfaton of SWPPP: - ( 'tai tt. GOOC,-;C 151/4/7.-4,o' '[Nc''0o,(1- 'IAT-‘91).0 �' -cog- ( e^.vG' !. i Telephone - Fax : -� -cog '1Z.dl�r( d[li tit l p'l'" ��� t 407i-t,, .•-"'i�s /t7 "L ( _1 i- tia_C��'Ge .17_to_ Acx't ..--- E-maK Iau t£-., t%©C J32•Ak`!6A'?.L_ c-9tf`{ I : Name of Persons Responsible for installation a Maintenance oreroalon CentiotPracticrc - ru`t-i Maden � ° Architect 475 Hill Road Southold, NY 11971 917 567-6837 Date : October 5,2013 To Southold Building Department Attn: Patricia Conklin Re 1095 Hayatt Road Southold NY 11971 Dear pat, In accordance with your request for additional information the following is a list of how your requirements will be addressed. 1. The owner Peter Cocolaras has agreed to provide a continuous line of hay bales along the North side of the property to contain rainwater runoff that may result from the construction of the new addition. 2. The owner Peter Cocolaras has agreed to only utilize the existing access driveway for deliveries and access during the construction of the of the new addition. No new access points will be created. 3. The new Bedroom windows will be Andersen windows TW30*62, which exceed the minimum Egress Window clear opening area of 5.7 Sq.Ft,. the minimum clear opening width of 20", and clear opening height of 24" (see attached). 4. The REScheck Compliance Certificate is attached. If you have any questions pleas free to contact me. Thank you, Mladen Bay R.A. cc: Peter Cocolaras N SURVEY OF PROPERTY AT SOUTHOLD 4,/0,k-19o '� SUFFOLK COWN OF N TY,ON.Y �Qc 1000-50-01-14 `? SCALM 1=40' q'r • NnY 29,20/2 e et /a .:- •*04,84, / 04, 69 •/ -. , :7 ; ... -- 0 O444110, ah 7s. 2 _42- `\��rco • " i ��.\44r �_Cit./ i� : at 6 �. .cam Civy g � i„, . '• '�$-*D�Ri 01 �m m -�;; r �►/,; tom; m c I. ,° e.. ; '.,,.NZ, - #1174 ''� ;•� � = ,; Pa � POLE ' 'v,O,k /-, 40 41 O ro m y 'AP ;'\.• \ - ‘417,1,a cC0/11/ "-,„ -. :/g 00OOo OOOOOp O OO.O ,- i/ %� -32942 ° I , CERTIFIED TO: Hk„rp • / L.? _� di PETER COCOLARAS L. �ry.�-_ I- ' TRIM1Y ABSTRACT 7.LC. `-'zl8' ! rf [ g / . 'moo AREA-2.1508 ACRES _ ANY ALTERA Tn nd53HlY£Y ISANGL1nav (� l-- / — -N.Y.S UG.NO. 49518 nr> n�roar STATE 2 AIL C RR (63- 0765-5020 FAX(630 765-1797 IILREeamvVAS VA ID F IES MAP AIDI r 2 AH ffn717n11G' P.O.BOX 909 �n+r Ara:vAtm we TIES MAP Arm COPES THEREOF ovl.r IF - -SOD wr NA COMES EAEEAR TIE as SEAL SI1230SOU1 IRA N.Y.oSTREETs 12 182 [LOOM POR CPE APPEARS HEREON. O 11 Certificate of Attestation of Exemptlo „ From New York State Workers' Compensation and/or Disability Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers' compensation and/or disability benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit PETER COCOLARAS From:SOUTHOLD BUILDING DEPARTMENT 2 BAY CLUB DRIVE 5G BAYSIDE,NY 11360 The location of where work will be performed is PHONE:212-415-7465 FEIN:XXXXX8002 1095 HYATT ROAD,SOUTHOLD,NY 11-360. I iq I I Estimated dates necessary to complete work associated with the building permit are from August 15,2013 to August 15,2014. The estimated dollar amount of project is $50,001-$100,000 Workers' Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The applicant is a homeowner serving as the general contractor for his/her primary/secondary personal residence. The homeowner has no employees,day labor,leased employees,borrowed employees,part-time employees or subcontractors. The homeowner ONLY has uncompensated friends and family working on his/her residence. Disability Benefits Exemption Statement: ___ _ _ . _ The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY BENEFITS INSURANCE COVERAGE for the following reason: The applicant is a homeowner serving as the general contractor for his/her primary/secondary personal residence. The homeowner has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability Benefits Law.) I,PETER COCOLARAS,am the Homeowner with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption I hereby affirm that the statements made herein are true, that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or n isability benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Bo2ii;he government entity listed above. SIGN - -Sinatur; I ,� g Date:- -- 9,- u _ HERE• -- - LL .. .. >: e ived I .,, E'xetnption gCeA sate.Nu ler • • '!; :' 92•. • ; «'° a a #., ;All llSt.- ,-'12013 % tp �.� xm ,. NYS:Worke 4eKnsation:Board. CE-200 12/2008 REScheck Software Version 4A.4 Compliance Certificate • Project Title: house addition Energy Code: 2010 New York Energy Conservation Location. Suffolk County, New York Construction Type: Single Family Project Type: Addition Conditioned Floor Area: 0 ft2 Heating Degree Days• 5750 Climate Zone• 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 1095 hyatt road Peter Cocolaras robert obrien southold,NY 11971 2 Bay Club Drive robert obrien PE Unit#5G po box 456 Bayside,NY 11360-2921 laurel,NY 11948 212-415-7465 631-298-5252 peter.cocolaras@ml.com � � _g $ ;01„,- �" ."Pl 5,1,i,:1,0< ".A),:liej!:.. ,'t..„1. . ^.ir.Pw.we.. ....< ,„,..„..,;as... ,.._.w.,F.fV'd.:e ,,4' t , ^,t f(•.e;aL.. ,3 Compliance' 5.8%Better Than Code Maximum UA' 156 Your UA. 147 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 g,,,,Q, 5@1110 ly ' t" 8 v ( tDoo : s F ' e..�^ ° a. ,° '•',,,;1 V:;:', s'4,c 3 �. n :, - , R Blttt q � a Fy, � �Sa� a.. :n� • ...a ...... u �� �Gl" tm,3q ... . actor-c:,,,-34% Ceiling 1•Flat Ceiling or Scissor Truss 658 38.0 0.0 20 Wall 1:Wood Frame,16"o.c. 627 19 0 0.0 26 Window 1:Wood Frame•Double Pane with Low-E 179 0.350 63 SHGC.0.00 Door 1•Glass 21 0.350 7 Floor 1.All-Wood Joist/Truss:Over Unconditioned Space 658 19.0 0.0 31 Compliance Statement. The proposed building design described here is consistent with the.buitdi peel• -tions,and other calculations submitted with the permit application The proposed building has been designed to .eat th2010 Ne ork Energy*,.nservation Construction Code requirements in REScheck Version 4.4.4 and to comply with the mandatory re..rements-listed i e REScheck In +ection Checklist ..-,,,- __,...z______ ci .C/t? Name-Title - . . ure Date Project Title: house addition Report 08/06/13 Data filename: C:\Users\Guest\Documents\REScheck\cocolaras0813.rck Page 1 of 1 . riEseheck Software Version 4.414 J N g Compliance Certificate Project Title: house addition Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single Family Project Type: Addition Conditioned Floor Area 0 ft2 Heating Degree Days' 5750 Climate Zone• 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 1095 hyatt road Peter Cocolaras robert obrien southold,NY 11971 2 Bay Club Drive robert obrien PE Unit#5G po box 456 Bayside,NY 11360-2921 laurel,NY 11948 212-415-7465 631-298-5252 peter.cocolaras@ml.com fr .o4rv SSr �s'° ty ` 9 " as ' ?' �.,... .,,.... ... . ,, a. M.....,.._„. Compliance: 5.8%Better Than Code Maximum UA: 156 Your UA.147 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 ,, g1e A' fsu& LC4 ' ''',°'‘'',.,,o' h ,'' \ anit , ',:cunt; z, l,,9 L7lidL)f :i litd., f -.4,,,,t. s . ,, ,,,, "t k''''' ' •�ss 1)IY : f a -,,, ,,,,-„t.',<,,, ,,..-:,°.::,,,,,,,,,,,, ig d i Asa t ooi lta1, pr poor ,tWA F .. .,',Z:'4.-*'-' .� e'kAi. t a .... Ceiling 1:Flat Ceiling or Scissor Truss 658 38.0 0.0 20 Wall 1.Wood Frame,16"o.c. 627 19.0 0.0 26 Window 1•Wood Frame•Double Pane with Low-E 179 0.350 63 SHGC.0.00 Door 1•Glass 21 0 350 7 Floor 1 All-Wood Joist/Truss:Over Unconditioned Space 658 19.0 0.0 31 Compliance Statement. The proposed building design described here is consistent with t e-baitding plans s ifications,and other calculations submitted with the permit application.The proposed building has been designed t ettr the 2010-N w YeF Ene y Conservation Construction Code requirements in REScheck Version 4.4.4 and to comply with the mandatory -qtirements lis-din th- - Sch-e Inspection Checklist. Name-Title Signa Date///? Project Title: house addition Report 08/06/13 Data filename: C•1Users\Guest\Documents\RESchecklcocolaras0813.rck Page 1 of 1 TILT-WASH FULL-FRAME WINDOWS Table of Tilt-Wash Double-Hung Window Sizes Scale 1/8"(3)=1'-0"(305)-1:96 Window Dimension 1'-9 5/8" 2'-15/8" 2'-5 5/8" 2'-7 5/8" 2'-9 5/8" 2'-115/8" .3'-15/s" 3'-5 5/8" 3'-9 5/8" • • (549) •(651) (752)" (803) (854) (905) ' (956) (1057) (1159) Minimum 1L10 1/8" 2'-21/8" 2'-6 1/8" 2'-8 1/8" r2'-101/8° 3'-0t/s" 3'-2t/s" 3'-61/8" 3'-101/8" Rough Opening (562) (664) (765) (816) (867) (917) (968) (1070) (1172) Unobstructed Glass 15" 19° 23" 25" 27" 29° 31° 35° 39" (lower sash only) (381) (483) (584) (635) (686) (737) (787) (889) (991) R.. ti 'w H I_I. _!_1- -j_1._ -1 --1-4-- -4 1 1*-� j-t -- I -- - in gr.; 'e ti r"�i i 11 , ( I 1 i m Fn 1 1 , 1 --F- � I j-- - —H-- - 1 1W18210 1W20210 1W24210 iW26210 7W28210 1W210210 11N30210 7W34210 iW38210 a fA 8 65tri -1- -t 1 { i 1 H- —H I I I 1 1 '- -f-; v a v m I.- ,. En y { - -E-1-- i 4_ I _i 11 -, 1W1832 7W2032 7W2432 1W2632 iW2832 71N21032 1W3032 7W3432 iW3832 1 ao ao •-• "� I ' ( l i I I -'- Cottage and reverse cottage ~ - -i- ` 1 _1-I- _-_ `"'� `" j�- -{_i"- -h I ---}--i- --1--jr-i- I-��- sash available for these 7W1836 7W2036 1W2436 7W2636 TW2836I7W21036 7W3036 7W3436 1W3836 heights and in all widths _1 11 -1- 1 11 a + 1 _r T i 1 1 { j-H 1 I ---1- �- 1 a a ~ I t i 1 I i 1 1 1 1 I I ' I 1 -i•- --I; - _J__] i --1-1-r 1 hi- y - • " 1W18310 7W20310 1W24310 7W26310 1W28310 7W210310 1W30310 1W34310 iW38310 Cottage Reverse Cottage `° - irl i 1 1 I 11 j I 41_ v v N ! l i I I t i 11- I f 11 (_ 11 1 -�I , 1 l i 1 1 , 1W1842 7W2042 1W2442 1W2642 11112842 1W21042 111113042 1W3442 1W3842 1 gip, L ' i I I i 1 1 I. 1 1 W m co . v 4, - rn 1 I-� { i I H- 11811846 iW2046 7W2446 7W2646 718(2846 1W21046 1W30460 118134460 1W3846° f I __ _t 1.1 _� _-I-__ - - F_ I IL. ----�I— -__ • o ;LO o � � Er;E _ t1 ! I I I !, Tri 11- 9 ;_ In .... I1'J N I I I 1 3 __ ( I _-'� 1 I 1 1 i I 1 I T i i t ! 1 i I T-t-;- '17, I _1 I - il 7W18410 1W20410 11N24410 7W26410 1W28410 1W210410° 1M/304100 iW34410° i1384100 ' - - - I I ' I I 1 .0" v o I - 1 t I . I +11--t- Yro vm r- 1 ( 1 1 N . 1 ii 1 1W1852 1W2052 1W2452 11A/2652 1W2852° 781210520 1W3052° 1104520 7W38520 - • - I_ ( l I 1 -r -rI �, f 7-u.. id-r- 1 H _r —T H1 I I 1 TI--I -I -I I . 1W1856 1W2056 7W2456 7W26560 iW28560 7W210560 1111/30560 1W34560 7W3856° I 1_ i { 1 _-i- . I N- I un in . -+ I i I � I Fn Fdv m I 1 �! Ii ( ' I -- - � 11111 r t I i I t •'Window Dimension"always refers to • 7W18510 1W20510 iW245100 1111265100 iW28510° 1W2105100 "-t 0 .0 i1N345100 1W385100 outside frame to frame dimension I 1 i I •"Minimum Rough Opening'dimensions i- I _ { LL �-t{ may need to be Increased to allow for use Z;;" ti m i - - - 1_ 7 - -_J f` of building wraps,flashing,sill panning, i.'- in in `_. ! TV . I 'r 1 i I brackets,fasteners or other Items. m0, '.+' cn a0 I ! 1 1 . 1 i 11 i 1 •Dimensions in parentheses are in "' -( -� 1_ i �- I L millimeters --- -� I 1 _ �.. 1_ _ �-i 0 Meet or exceed clear opening area of I I 1 , 11 1 I i �_ i I-- :14' ; t- 5 7 sq ft.or 0 53 m',clear opening width 71411862 1W2062 ,7W2462° iip26620 1W2862° iW21062° 7W30620 1W3462° 1W3862° oof 20' f 24•(6100'and dear opening height continued on next page 2013-2014 400/200 Senes Product Guide Page 1 of 2 3-& -i I _____ _ _ 114 AY 8 2014 1 C iY=� .__.._. Q ' .r,,,,,\ T I - ->k m o _____) . ---) I , , � J BATH BEDROOM MASTER BATH BEDROOM MASTER KITCEN - w ROOM BATH KITCEN ROOM BATHci< LoI- I— L.,, — Q -J I� 0 ----- _ ___,i---- ___ _ r (---- 1 r _ z u-) .c_REp �(' �1.ADE B\ ti I— r _ — r_1- — le ► X7 '9 �I iJz EXIST. — ►� a1_ , 16 ` �� CL. PANTRY WTO _ C L. PA\TRY J 24 � STOW Li JLIVING MASTER MASTER - I ROOM BEDROOM - 24 00 ,///� BEDROOM L L� I \ / LIVI \ G n cn 2 -o ROOIV _ — ____: 24 w, / 0 nv 0 cn BEDROOM - BEDROOM �; ( 24 / 1—N — SHORE UP EXISTING (f) k \ ;��,�;,�� (6) 2X4 POST z HOUSE AS REQUIREDc\i — W A EXTEND TO — Q z FOUNDATION __ ___FL_ -.--..� — I y- 4 7), N —I f — ( WALL BELOW I Q 64 'I � (2) 2X 12 FLUSH i CL. LO 17 PORTION OF EXISTING EXISTING DEC C & 36 I; -EADER ABOVE SEE i z O7 DEC C TO BE REMOVED STEPS TO REMAIN ..: / (2,ctl�t�C1 �G f7& Atm r / EXISTING DRE I o O STRUCTURAL PLAN / STEPS TO REMAIN � SHORT_ UP REMAINING , PORCH N _ ct (J9 PORTION AS REQUIRED co V BENCH WITH ic DRAWERS BELOW' i PT 6X6 POST / i i — 5R. DOWN TO : i i FRAvE RE RAINING >7 3EVOLITIO \ IDLA\ ___________ GRADE VERIFY ��...♦ [5.664x.' 6x6t ♦ ♦ • •• PORTION OF EXISTING IN FIELD , , „ (2) 32x62 32X62,48X62PICTURE,32X62UNIT DECK AS REQUIRED 2`.;f .__.... .� ___. I Scale : 1 /4"= 1 — 0 10'--- 111" B 2 a / - -- 2 az LA Q NEW ADDITION EXIST. HOUSE ZN EXIST o d- ROOF co O FLOOR DLA\ u) EXIST 1 Scale : 4"= 1 ' - 0 " / ROOF o / Q Z EXIST X n ROOF w UL. IAIL REPITCH EXISTINGa„/FT EINE XISTIOF EXIST NG ROOF LEGE \ 9 / FLAT ROOF TO MATCH NEW PO PITCH HOUSE OVER PORCH BELOW 0 1 i EXISTING TO REMAIN v/////////A NEW WALL ASSEMBLY » _ 2X4 STUDS WITH i” GYP. BD. ON BOTH SIDES 0 fi'. 8 E C �� PITCH EXISTING WALLS CABINATES 8c FIXTURES 2X8@1 6"0C 2X801 6"OC 2X8©16"0C TO BE REMOVED RAFTERS ••••••••••1 NEW EXTERIOR WALL ASSEMBLY RAI- I ERS RAFTERS �� 0 >» 6" E. / AiDo _ / / © 'Q ' NEW CHASE WALL ASSEMBLY 2X6 STUDS WITH 2 GYP. BD. ON INSIDE 1-- � W 2X3 STUDS WITH 2" GYP. BD ON ONE SIDE PAPER BACKED FIBERGLASS INSULATION. i" PLYiii Up � Z )I WD. SHEATHING FELT PAPER AND VINYL SIDING 1- / """""""' ^ NEW WALL ASSEMBLY ON EXTERIOR SIDE NOTE -. � O 00 2X3 STUDS WITH GYP. BD. ON BOTH SIDES Q 0 k/\/\/\/\/N NEW EXTERIOR WALL ASSEMBLY ARCH { ECT WAS o ELEVATION NUMBER 9 2X4 STUDS WITH i" PLY WD„ FELT PAPER, VINYL SIDING `` @ L�� — — \ 4 DETAIL (AREA) ON BOTH EXTERIOR SIDES. \ 0 I- P P A N E � DWG NO: N < WI :: NuMBER . .ROOF PLAN\ R _ LD AON I 1 »— � — » �j NUMBER \ / Alk 0� t. Scale : g 1 pe DRAWING NUMBER \ _ _ � 7 DETAIL (SECTION) ' A ION SHEETS IN CONTRACT 5 4 RIDGE VENT VERIFY ROOF SLOPE IN 1 FIELD, FINISH FLUSH WIT ROOFING TO MATCH EXISTING EXISTING ROOF — i" PLY WD. SHEATHING P.T.2X8 JOISTS @ 16" (2) 2X8'S UNDER — f O.C. (TYP.) W/4" PARALLEL PARTITIONS 8 _ 2x8 RAFTERS s @ 16 O.C. CD 2x6's @ 16"O.C. COMPOSIT DECKING LINE OF EXISTING Q • RAFTERS CUT TO FIT Q HOUSE FLOOR FRAMING - - 0 (2) GAL. 2„X5„ Z2Qi. 1= ° ° ° ° i ° _ ° i ° ° ° ° ° ° ° ° °- ° [II: ( - o rh Z ANCHOR SCREWS II j Q O ^ w/ WASHERS AT s 2x6's @ 16"0.C. © �F " ( ) CEILING JOISTS © 1 m 16 O.C. TYP. "_ 3 W = = �i�, WALL ASSEMBLY SEE © FOYER LIVING ROOM CL. W PORCH QPLAN AT DWG. A- 1(2) PT 2X14 / \\I _il / I�- � I • I I ' I I I I I I -�I GIRTER GRADE . E �� �Rc -0moi i ill& -__ 2X8'S @ 16'0.C. A141 6,__, ,5 �� DEN ey,]. �. _ a 8" MASONRY FLOOR JOISTSI :Or : 2X8 FLOOR JOISTS © 3 BLOCK WALL 2" CONCRETE SLAB 8" MASONRY ' -.:141' -' 2X12 STRINGERS _ 3„ I BLOCK WALL �'' 16 O.C. W/4 ��I/o Q AS REQUIRED (TYP.) PLY WD. SUB FLOORING '�' F ''016 ,...to _ ti OF NE CONCRETE FOOTING 4 29'--- 102„ ADDIT O \ SECT O \ 3 C ) 9'- 11 " 13>> 10 -716 ROOF OVER Scale : 1 /4"= 1 ' - 0 " fl CD '' / 7 EXIST. GARAGE Q 7— � EXOOFING TO ISTING HOUSE TCH 0 `� T I ! i 1- 1 I E 1I 1 /" V T I 1 1 _ I FLAT ROOF I— - _ FASCIA ' Q 0 EXISTING DECK TO 6 / Z BE CUT BACK ANC o T FLOOR F /66/ 1 \ G�/ I \ G PLA\ + FRAMING TO BE z MODIFIED AS o N fl 0 CD cvI REQUIRED Scale : 1 /4"= l — 0„ - NCC U.) li - - - _� - �- _ GRADE N.,..,,,,,...e.:em / 50'-6" • , . - - --- / \-- MASONRY VINYL SIDING TO E3 7&8 FOUNDATION WALL MATCH EXISTING EXIS-ING HOUSE • GARAGE NEW ADDITION LINE OF EXISTING HOUSE B 2'-0" FOUNDATION FOUNDATION WALL ;---- SEE FOUNDATION Lii o y SEE NOTE No. 2 rff3 O \ T I- VAT 10 \ z / NOTE No. 2 _ � w _.__ / Scale : 1 /4�,- 1 - 0 „ Q 8" C.M.U. WALL ro bk z \ c 10'- 112"( TYP.) SEE DETAILS 10'- 112 6&8 o FOR ADDITIONAL FLAT / / CRAWL SPACE INFORMATION f ---_---- ---- ------------- , ROOF 3 ROOFING TO MATCH `� EXISTING HOUSE ,_,_ ,---IN LINE OF HEADER FOOTING 2'-0"X12" v-ic\I i 1 1 1 1 1 1 1 1 1 1 1 1 i IIIII ► 1 1 1 1 1 1 NN 00 ABOVE. SET IN cc) / 1 I 1 " POCKET AT 2" CONCRETE SLAB (TYP.) SEE DETAILS 1 Z FOUNDATION WALL-7, ON GRADE FOR ADDITIONAL // INFORMATION QIrj — _ _ y_ VINYL SIDING TO :: e \- LINE IF IMAT H EXISTING -J e-tc� ' r-� EXISTING HOUSE 0_ \ v.- 8" WATER PROOFING GARAGE BELOW GRADE @ 1� P.T. 8X8 2 0X2 0 X 12 7----it(('-'2�L Cay CONTINUOUS FOOTING @ 4'0" 29'-3 1 /2" ALL SIDES - r______T __ ____ Q / COLUMN BELOW GRADE, 16 . D IA M. CONC. P EAR ' --____ -_. � 0 & 8X8 P.T. COLUMN -- U I— U (2) 2X14 GIRTER - w D > I I I 16" CONCTRETE PEAR _- I Li (f) I- _I EXIST. MASONRY ..._ . - dNO I E FOUNDATION WALL ACII EC WADWG NO: FOU \ DATI 0 \ PLA\ EXISTING HOUSE NEW ADDITION NOT RE IA NFD Scale : 1 /4"= 1 ' - 0 " FOR P E _ -- \ A2 r SIDE ELEVATIO \ S A OBS - RVAT ON Scale: 1 /4"= 1 ' - 0 " SERVICES SHEETS IN CONTRACT . 5 R { 2x6 RAFTERS ® 16" O.cC. 1 1 /2 ALUMINUM TRIM Q 2x6 •• C) �--- i" WOOD FASCIA Q z --______ _-..,,,--r- & SOFFIT >-- ^ QEr 2X8 CEILING INSECT SCREEN PT 8X8 02 J 0 2X8 CEILIN\JOISTS PT 2X8 (TYP.) BEYOND z � 0 W = = PT 2X4 (TYP.) I- 1 /2" GYP. BD -�� Q L CEILING _ I� 0 PT 2X2 BALUSTERS 1 DI © 4" 0.C. (TYP.) Q . 00F D -TA L VINYL SIDING 2 , 2X6 STUDS © �� PT 4X4 MINIMUM POSTS THRU Scale : 1 1 /2 "= 1 ' -0 " 16" O.C. BOLTED TO 2x8's WITH (2) 4" „ 2" PLY.WD SHEATHING GAL. BOLTS OR CONTINUOUS r � 6x6 Ile �. 3/4 WHITE FROM FOOTING (TYP.) 2X6 STUDS © OAK FLOOR ' 3/4" WHITE OAK 16" O.C. 3/4" PLY CONTINUOUS PT 2X4 (TYP.) FLOOR COPPER FLASHING 3/4" WHITE WOOD SUB ra OAK FLOOR FLOOR COMPOSIT DECKING COMPOSIT DECKING ,� \\ II EXISTING SUB WOOD SUB WOOD SUB �/ SHEATHING & FLOOR TO REMAIN PT 2X6 SILL PLATE TYPICAL PT 2X8 / FLOOR FLOOR VINYL SIDING AT ALL SIDES OF NEW r n \I I FOUNDATION WALL ,'I \ ( (2) PT 2X10's 0 Iij�1I '' -- 1 /2"x3" LAG SCREWS 2Xi 2X8 FLOOR `� W/WASHERS © 3' 0.C. JOISTS LOOR JOISTS NODADT 1 r ____,,,, . � 2) 2X3 LAG FOUFONDATIONRMION DETAILSE PEAR " ANCHOR TERMITE SHIELD SCREWS �� W/WASHERS I--- FOUNDATION WALL 2X8 FLOOR BOLTS AT 32" TYPICAL AT ALL © 2'-0" O.C. I-- 2X8 FRAMING O.C. SIDES OF NEWSAI LI \ G ETA 5 `' FOUNDATION WALL CONTINUOUS CO / - COPPER S / Q 11' Scale : 1 1 2 = 1 — 0 5 STEEL FLASHING = 0 # FOUNDATION WALL FLOOR DETAIL AT REINFORCING BARS AT 3'-0" 0.C. HOUSE O Lo F- 6 E X I ST I \ G HOUSE . CONC. BLOCK COMPOSIT DECKING / 1ST FL. Z 1 ---FOUNDATION WALL \ o n 0 Scale : 1 1 /2"= 1 ' -0 " - r---4 � .DOCH DETAIL AT EXIST . HOJSE T LLI FLOO DETAIL 1 Scale: 1 1 /2 "= 1 ' - 0 " ATTACHEDIWITH (2) Scale: 1 1 /2 "= 1 ' - 0" 1/2" GALVANIZED THRU BOLTS AT POST, SEATED IN POCKET AT 4" CONCRETE SLAB ON P.T. 8X8 COLUMN BOUNDATION WALL ' / CONTINUOUS SEE PLANS II COMPACTED GRADE, NOTCH COLUMN THICKENED TO 6" AT 1 Y" DEEP EDGES SIMPSON COLUMN BASE (TYP.) - • \ \ i o CONCRETE FOOTING F ID w 1 '- 10"x1 '-0" SET _ _ - __ z OVER UNDISTURBED bi SOIL Q } 1/2„ X 2'-0" r' THREDED ROD (TYP.) Z C C z (2) #5 BARS, FULL o N 0 � E.P.D.M. ROOF MEMBRANE EXTENDED HEIGHT W/6" LEG AT coo 0 TY I CA L EO „ \ DAT I 0 \ D ETA I L BOTTOM (TYP. AT ALL / 2FT. UP UNDER ROOFING SHIMGLES [ ' PEARS) „ PLY WD. , Scale: 1 1 /2 "= 1 ' - 0" 2xs RAFTERS 1 1 /2 " CONCRETE PEAR IN SONO TUBE SEE FOUNDATION �s o.cc. ALUMINUM TRIM PLAN FOR SIZE AND 4 1 LOCATION (TYP.) I 2x6 ' y -.------ i" WOOD FASCIA & SOFFIT - (2) P.T. 2X 12's SIMPSON _...,._...........; STRONG TIE - P.T. 8X8 0 D F AFO , \ PATI O \ DETAIL up K. Scale : 1 1 /2 "= 1 ' - 0 " Q Li J 8 OOF DETAIL AT DOCH NOTE . z LJ Scale: 1 1 /2 "= 1 ' - 0 " A ; C - TEC WAS o NO RL IA N ..7D DWG NO: FOR E ......_.. D OBS . HVA ON SEVICES SHEETS IN CONTRACT 4 to DESCRIPTION OF BUILDING ELEMENTS NUMBER OF COMMON NAILS NAIL SPACING ROOF FRAMING TABLE R301.2(1)CLIMATE AND GEOGRAPHIC DESIGN CRITERIA RAFTER TO TOP PLATE (TOE-NAILED) 3-8d PER RAFTER SUBJECT TO DAMAGE FROM ICE SHIELD GROUND SNOW WIND SPEED SEISMIC DESIGN WEATHERING FROST LINE TERMITE DECAY WINTER DESIGN FLOOD HAZARD UNDERLAYMENT CEILING JOIST TO TO PLATE (TOE-NAILED) 3-8d PER JOIST LOAD (MPH) CATEGORY DEPTH TEMP ABOVE WALL SHEET METAL CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED 6-16d PER LAP 45 PSF 110 C SEVERE 3'-O" MODERATE TO SLIGHT TO 2 13' F NA '-p" RTRAP NAILED HEAVY MODERATE CD CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 6-16d PER LEP TO RAFTER @ COLLAR TIE TO RAFTER (FACE-NAILED) 2-10d PER TIE ''___z 16" O.C. • BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END DESIGN CALCULATIONS INSULATION L 'r- to_--T� o Nr 0 RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END DEAD LOAD L�,r _-_-1°j _-J % loo -713106 .ar,‘,11nr +� < ROOF - 10 PSF I r ° 111 Z WALL FRAMING CEILING = 5 PSF '''`r� `' . o o O ^ � FLOOR = 10 PSF Provide insulation with TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d PER FOOT WALL = 11 PSF Vapor barrier l' : < 1Ym 0 TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d JOINTS EACH SIDE minimum values as follows: SIMPSON SSP o �� -J LIVE LOAD (TABLE R301.5) 411bo STUD TO STUD (FACE-NAILED) 2-16d 24" O.C. ROOF = 20 PSF Exterior walls R- 19 © 16" O.C. IA o Z -� 0 ATTIC WITH LIMITED STORAGE = 20 PSF `'���-, OR EQUAL ° \ ',�• I � I = _ HEADER TO HEADER (FACE-NAILED) 16d 16" O.C. ALONG EDGES ATTIC WITHOUT STORAGE = 10 PSF Floor R-21 DECKS = 40 PSF HANGERS NOT 0I- TOP PLATE OR BOTTOM PLATE TO STUD (END-NAILED) _ 2-16d PER 2X4 STUD ROOMS OTHER THAN SLEEPING ROOMS = 40 PSF Ceiling R-38 I° o \\ t / I- 3-16d PER 2X6 STUD SLEEPING ROOMS = 30 PSF Windows U-40 SIMPSON STRONG \ SHOWN w < STAIRS = 40 PSF —J I� 0 4-16d PER 2X8 STUD GUARDRAILS = 200 Q GUARDRAIL INFILL COMPONENTS = 50 �, OR EQUAL O C z 1,2 � � v J BOTTOM PLATE TO FLOOR JOIST, BAND JOIST 2-16d PER FOOT END JOIST OR BLOCKING (FACE-NAILED) DEFLECTION LIMITS (TABLEREAT R) RAFTERS HAVING SLOPESS301 GREATER O F D G E THAN 3/12 WITH NO FINISHES FLOOR FRAMING S T J 3 TO TOP ROOF D I A P H A G V CEILING ATTACHED TO RAFTERS = L/180 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PER JOIST INTERIOR WALLS AND PARTITIONS = H/180 _ U LIFT FT ST ADS -, o\ ��'� DEN 'S' FLOORS AND PLASTERED CEILINGS = L/360 P LATE TIE P E I IV _T E D ETA I L �,,� ��P e,y ,, BRIDGING TO JOIST (TOE-NAILED) 2-8d EACH END ALL OTHER STRUCTURAL MEMBERS = L/240 n EXTERIOR WALLS . . tw BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END WIND LOADS WITH BRITTLE FINISHES = L/240 ,� i BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH JOIST WIND LOADS WITH FLEXIBLE FINISHES = L/120 LEDGER STRIP TO BEAM (FACE-NAILED) J I/706 v/ / 3-16d 24" O.C. Op NoJOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST BAND JOIST TO JOIST (END-NAILED) 3-16d PER JOIST ®' BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d 1 PER FOOT ROOF FRAMINGWALL STUD STRUCTURAL PANELS 8d 6" EDGE/ 12" FIELD FRAMING (\ DIAGONAL BOARD SHEATHING n c TJ 1"X6" OR 1"X8" 2-8d PER SUPPORT0 o 1"X10" OR WIDER 3-8d PER SUPPORT PLY. WOOD 0 0 CEILING SHEATHING FOUNDATION NOTES SUB FLOOR ° ICY GYPSUM WALLBOARD 5d COOLERS 7" EDGE/ 10" FIELD 1) All footings to rest on undisturbed soil. °° WALL SHEATHING °° I— V STRUCTURAL PANELS 8d 6" EDGE/ 12" FIELD 2) New foundation walls shall be attached to existing foundation walls with #5 re-bar, 2'-0" long at 12" O.C.. Use approved epoxy for installation into existing wall. All voids in CMU wall shall be filled solid with grout. °oBAN D FIBERBOARD PANELS Q ^ o BEAM 7/16" 6d 3 3" EDGE/ 6° FIELD ° n 3) Vertical #5 reinforcing bars shall be embedded in footing at 4'-0" O.C. minimum, and shall extend the full height of the 'o WALL STUD Q 25/32" 8d 3 3" EDGE/ 6" FIELD o foundation wall. Horizontal bars shall be #6 evenly spaced at 4'-0" O.C. minimum. Reinforcing bar joints shall be overlapped FRAMING FULL GYPSUM WALLBOARD 5d COOLERS 7" EDGE/ 10" FIELD 18" minimum. All bars shall be wire tied together 0 0 HARDBOARD 8d >C HEIGHT = 3) All C.M.U. walls shall be filled solid. All concrete walls shall use 4,000 PSI concrete minimum. ° y i� o PARTICLE BOARD PANELS 8d 6" EDGE/ 12" FIELD BLOCKING O Ln I--- °o (3) 1 '-6" LONG, 0 CD ___) DIAGONAL BOARD SHEATHING 2-16d PER FOOT _. 1"X6" OR 1"X8" 2-8d 6" EDGE/ 12" FIELD 00 EVENLY SPACED o FRAMING NOTES n 1"X10" OR WIDER 3-8d PER SUPPORT o (f) o W FLOOR SHEATHING 1) All framing techniques and methods to be as per prescriptive design of 2006 SBC High Wind Edition Wood Framing °� METAL COIL '�'� WALL BOARD i STRUCTURAL PANELS Construction Manual. 0 STRAPPING, OR SHEATHING 1" OR LESS 8d 6" EDGE/ 12" FIELD 2) Unless otherwise noted, all framing and structural wood material to be Douglas Fir #1. (2) 2X4's °o EXTEND 8" SEE PLANS GREATER THAN 1" 10d 6" EDGE/ 6" FIELD 3) Floors, walls, ceilings, and rafters to be spaced at 16" O.C. HEP DER OVER WALL NOTE: DIAGONAL BOARD SHEATHING ) STUD FRAMING CORNER 1"X6" OR 1"X8" 2-8d PER SUPPORT 4) Provide blocking/bridging in floor joists and roof rafters at 8'O" O.C. maximum. unless otherwise noted. INTERSECTIONS 1"X10" OR WIDER 3-8d PER SUPPORT ARE SIMILAR 5) All bearing wall headers to be (2) 2X6 headers, (1) 2X6 sill plate, with 2X6 studs spaced at 16" O.C., unless otherwise 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON CENTER AT THE PANEL noted. EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR ST CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE STU D T3 u i WALL A S S E V 3 LY CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 6) All bearing wall openings to have (2) jack studs and (2) full length studs on each side of the opening. LVL headers shall 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS have (3) jack studs and (2) full length studs on each side of the opening. Bearing wall window shall also have (2) 2X6 I \T E SECTIO \ SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. window sill laces for openings between 4'1" and 6'0", and 2X6 wall openings between 5'11" and 8'9". S 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR pAT 3A \ 9 3 EA v ADDITIONAL REQUIREMENTS. 7) Roof and exterior wall sheathing to be 1/2" thick (4) ply CDX exterior grade plywood, unless otherwise noted. Plywood to 0 cover over plates and headers. w 0 Z 8) Plywood sub floor to be 3/4" T&G PTS Fir or Advantech adhered with PL400 and screwed to floor joists. Finished floor to LJ be installed over sub floor as per manufacturer's instructions/recomendations. _ CORNER ��% SILL BEARING -t 9) All sill plates in contact with concrete to be pressure treated. Sill plates to be installed with foam sill gaskets. POST SIMPSON PLATE ro 10) The contractor shall furnish and install all angles, brackets, toggles, eye bolts, etc. as necessary to properly support, HOLD DOWN Imo' o N \ brace or reinforce all construction materials. ilt HD5A @ ALL �j% CORNER MIM CD-2 o ROOF SYSTEM \ POSTS (OR LINE OF CONCRETE Roof shall be Architectural shingles installed with 60# felt paper base sheet, and 2'-0" wide Ice 8c water shield at gable and , EQUAL) FOUNDATION 41116111. eve side, as per manufacturer's instructions/recomendations. 4‘il� o,�- S L #4 REBAR \ W04I 0111111 '\ INSULATION (if applicable) \ SIMPSON SSP Provide insulation with vapor barrier minimum values as follows: 1"X 12" ANCHOR 2 © 16 O.C. Walls R-19 ANCHOR BOLT BOLT @ 4'-O" O.C. Floor R-21 OR EQUAL — Ceiling R-38 Q Windows U-40 (f) I-- 00 \ E ' POST SILL DL_ATE STJ3 TO SILL i LJ HOLD DOW \ A\ CHO BOLTo n P SATE TIE I U U — i, �. L.......... 0 j I ...........: h, 1 t1 It \ /.. L..._ j ,... \ ,' 1 i I ~ I I- j w A ,_...._L../ AS 2 1 Vf V N 0 \ i S `.! \/�- 1,, Vf . V .) , \ ;: . 1 :\\� 1 1�J i NO E. : i R i� i Z I I ,_ 1 [....) __ ` _ I `-7 __. __ ` -CJ +,JA t n ........... I- l \ _._) ....- i..�` I _;_ ��_ / I 1......._ _ ,` (.._\ I .._..,,,.,_ ._ ___ C I \ ___ V► __- \ __ L_ \ \/ .� �,� 1. \ /.--� L 1 P� I ) l__; I . IL_i . a L 1 . . . - 3 ._. L U N I A' 7 ) I ` __-) R 0 v 1 3 1 N c J ( ETA N T9 DWG NO: T ` A 4 ` ..--_ j ) ..._,.% A i .._....1 ._.... j I .) ( r�1 �\ _ 1 ~ i. ( ) \I t•\ 1\ j - OR - I1 . ,._, I , : I f= .. 3 f�, i.9 i„.._, ,,r,\._...I. I_ __., ,,,,O \ , ... S 1:- / \4r�.�I 1 \ S • 0 3 S P VAT I O NI € C / i /----, I ' T\ (� I ___ r., �1 �` ( n r� / -} / I ^ SHEETS INCONTRACT ��Gf N �..,' �\ I 1--\ S \._/ ' i �.../ \.. l P `�._/ i.........r-1 . \ � '� r,-\\ 1 1 \_.i N / '.._.... ,... I . \ ! ( 4 - J _ , o BATH BEDROOM MASTER BATH BEDROOM MASTER • KITCEN - BATH KITCEN / ROOM BATH ROOM c. o >- Qz � o r i--- _ z i--- Ti Q � 0- , - (----fl-- — — CLOSET Z -I O W = = ALIGN 0 \ / / - I L w Q 1/ ( Q J O r-, I r _ I I IJ \ •1. •n \ ���I J — Z J) l I � ' `� CL. PANTRY - DROP ARCH/ \ NN (2) 2X10 �S���o�q�c C1 HEADER ABOVE <v� N,, �'9� %, — = I I LIVING MASTER `I' X I,I� EXIST. MASTER / I N DINING ROOV I,- ; ,. - 1 ROOM BEDROOM \ ro - I wooD/ BEDROOM -` , o STOW �' r— — �cfl LIVING , , ofNEw � �� — 4'-8" 2'-41 " \ ALIGN '` 2, ROOM �_ - c0 i� r 3EDROOM LINE OF EXISTING z /////�-//////i //,v///(//i////a _ 1` HOUSE & FLUSH c� CLOSET /z i, d HEADER ABOVE. Q 0 24 - � (2) 2X1O's SISTERED - n j �I 30 0 TO EXISTING. Q 60 r ) / i x o i; 32X56 SKYLIGHTS c\I ' ,.`----41 -7 (V/ / \ N I , 24 � / 1 r-17 \_ ____.-- ro i I cwn i z ABOVE \ 0 , c� xCN 7 S E - RAW ( \ G A- 3 FO „ \ DA I 0 \ REMOVE EXISTING 1 I - 24 of Q l Q _ DECK �c STEPS 3 6 a LA \ - OR - VOLITIO \ AWO , 9/ _. ,c — � DEN SIN R - QJIRIIV - \TS I \ BASVVI \ T IBEDROOM EQ • 00 T 0 I ; FOYER S � � \ �, ; (NI N _ CO 0 LO F- -- — — �� i I L / _ BEHS AT xc\I ___._ - Z; / LLI SHELVING AT SIDES , 36" I- ENCH DOOR iCD � 3'--O"% r0 I / o -CO o /0 D EM O LITI O \ DLA \ 30 N N V J ..--vv vv w���-i-v�-vv�-v�-�— . '!:!:!:!:!:!:!:!:!:!�!�!�!�!--�l�l�l�l�ll�►._... - (2) 32X62 I 32X62,48X62PICTURE,32X62 UNIT (3) 32x62 Scale : 1 /4"= 1 ' - 0" / 18 SI DE 6'- 1 " 1 1 '-83„ LIGHTS 1 6'-48" 6'- 111 " 48 5R. DOWN TO GRADE VERIFY I -/ CENTER OF HOUSE 10'-8" I li AND ROOF RIDGE / N o IN FIELD PT 8X8 CONTINUOUS I LINE OF ROOF FROM FOUNDATIHN TO /� ABOVE ROOF BEAUS AE OVE � r I r p� X —Ns- LL, N • 0 z 0 Z , 120 - 102„ w j 4/ Z N. LINE OF I ^ PLUMBER CERTIFICATION• o EXISTING „ ON LEAD CONTENT BEFC,'�E r g"/FT HOUSE 32X56 87rx 2 CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF PITCH BELOW PITCH r I 2 PURSUANT 10 CHAPTER 236 SKYLIGHTS 6 -- r� o G I SOLDER USED IN WATER OF THE TOWN CODE. i SUPPLY SYSTEM CANNA, (i) EXCEED 2/10 OF 1% LEAD. APPROVED AS NOTED 2X8@1 6"0C Z 1 .J, FLOOR PLA\ RAFTER n o - _ — DATE' �5 '/IWB.P. # / Q ?_X8@16"uc Q _-�_ - ., �,. ScaIe : 1 /4"= 1 O FEE: ��r,(� / /� —� �� RAFTERS . � MI�� / / ��� Z WATER LINES N NOTIFY BUILDING DEPARTMENT F 1 765-1802 8 AM TO 4 PM FOR Tf: ALL P LUME NG WASTE FOLLOWING INSPECTIONS: / LEGE \ &i VATER LINES NEED 1. FOUNDATION-TWO REQUIRED PT 2X8 PT 2X8 TESTING BEFORE.C J�IF;1T1G FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING,/ O RAFTERS RAFTERS STRAPPING, ELECTRICAL&CAULKIN�� 0 I I EXISTING TO REMAIN 1/"/"//= NEW WALL ASSEMBLY 3. INSULATION / / 1„ 4. FINAL-CONSTRUCTION &ELECTRIC/. w 2X4 STUDS WITH GYP. BD. ON BOTH SIDES MUST BE COMPLETE FOR C.O. Z = _ — = EXISTING WALLS CAB I NATES 8c FIXTURES ALL CONSTRUCTION SHALL MEET THE TO BE REMOVED ••••••• MI NEW EXTERIOR WALL ASSEMBLY REQUIREMENTS OF THE CODES Or NE'. PY �'Or,K ST,gTE. NOT RESPONSIBLE FOR IPNEW CHASE WALL ASSEMBLY 2X6 STUDS WITH 2" GYP. BD. ON INSIDE 6" DESIGN OR CONSTRUCTION ERRORS 31,-1* LINE OF NEW 2X3 STUDS WITH 2" GYP. BD ON ONE SIDE PAPER BACKED FIBERGLASS INSULATION. i" PLY DECK BELOW WD. SHEATHING FELT PAPER AND VINYL SIDING 1- 7 """""""'A NEW WALL ASSEMBLY ON EXTERIOR SIDE \ OT I- : z 0 2X3 STUDS WITH i" GYP. BD. ON BOTH SIDES nL C` mrlCAL — < 0 /\ /\/\/\/ 2X4 STUDS(OR WITH 'L PLY WD„ FE!T"PAER, �%IN` L SrI�ING'} k ,? A R C I IIT CT WAS �� ELEVATION NUMBER \ 0 _ — — 9 DETAIL (AREA) ON BOTH EXTERIOR SIDES. DWG NO: DRAWING NUMBER / ' e_'°.._, '1 a — — / OO E P LA \ Vilr 1 i < .,.,, �� _ ..L - O R I- I I L D SECTION ., — r= 1 _ » �� NUMBER C I i TE Scale : 0 a' 0 °� °° OBS RVATI O \ i DETAIL (SECTION) DRAWING NUMBER — © ;.. ..: — S _ ICFS SHEETS IN CONTRACT 4 5 © 0 ( 1 © 2x8 RIDGE BEAM ©> P.T.8x8 RIDGE BEAM ` / r (TYPd I� [ 2XS © 16"O.C. .T.2x8's @ 16"0.C. 4 0� RAFTERS RAFTERS VERIFY ROOF SLOPE IN RIDGE VENT P.T.4x8 s @ 4Ft. 1 FIELD, FINISH FLUSH WIT ROOFING TO MATCH EXISTING SHEATHING Q / O.C. TIES EXISTING ROOF " PLY WD. . .- • � 0Oz (2)2X12's RAFTER / ' ' —�,� P.T.2X4 @ 16" O.C. �2 RAFTERS 2x6's @ 16"0.C. Q SUPPORT BEAM FRAMED GABLE WITH 4 RAFTERS CUT TO FIT '" PLY WD. 8c VINYL m -I -_1 FLUSH HEADERL — --- 2 2X12's (2)2X12's _ z --I 0 SIDING - -- (2) 2 X 1 O'S S I STE R E D _ �� _ 6� I�oi�4�i�i�o �i i� w II II hl .. EXISTING — I I = TO 2X6 @ 16" O.C. P.T.8x8 BEAMS (TYP.) 2x8's @ 16"O.C. CLG. w < LI) D @GABLE ROOF. 2x6's @ 16"0.C. JOISTS/FLAT ROOF SUPORT o Q 0 LINE OF EXISTING Zi2X8's @ 16" O.C. CEILING JOISTS —:ioo 1Z 5 d- (j) HOUSE FRAMING 3" AT FLAT ROOF __ _-- _- _ °�' To © - WALL ASSEMBLY SEE ,CEREOARc 4 ,' (54) �.� 4 PLAN AT DWG. A- 1 �C9 NI' Q9).'�\ _ P.T.8x8 POSTS f'i-A.4:4 0/ • 12'--.0" GRADE i . 0 -t . ,-- NOTE. FLOOR JOISTS i i c, •F .4 NOTE: SHORE UP EXISTING P.T.2x6 SILL PLATE 2X8'S @ 16'0.C. —� N FLOOR JOISTS / HOUSE WHEN EXIST - ASPHALTIC WATER O FOUNDATION WALL IS PROOFING - 1 REMOVED � 12'--0" i1 FOR PEAR AND FOOTING 8" MASONRY A 74" CONCRETE_ 0 4 I ASSEMBLIES SEE 4 BLOCK WALL n 07 SLAB 4 I FOUNDATION PLAN AT 4 THICKENED SLAB 4" CONCRETE SLAB DWG. A-3 8c PEAR 2" R.C.A. NE:._______ AT EDGES O DETAIL #7 AT DWG. A-4 \ 2" R.C.A. , : CONCRETE FOOTING 1-- V Q 1411 AD D ITI O \ SECTO \ AD D ITI O \ SECTIO \ ii: n 2 Scale : 1 /4"= 1 ' - 0 " Scale: 1 4"= 1 ' -0 " T W LO I- Z Li, O � � w O iiili I. v �.� ROOF OVER FLAT ROOF EXIST. GARAGE ROOFING TO MATCH • ROOFING TO MATCH EXISTING HOUSE EXISTING HOUSE 1 //I I I I I I i I I i L i I I I I I I L _ l _ '1 I --\ -i \ I -, ' \ T\1 _ \- T L y1 11 1 I ! 1 �� I-T 1 ! ! I -T _ r_i- L _- - - FLAT ROOF L ==I _ FASCIA LINE IF - - - -- ----- - VINYL SIDING TO � --- -- - -- -- EXISTING ---- - - - -- - - - -- � - — - --- - - GARAGE MATCH EXISTING - MATCH EXISTINGTO - ----- HOUSE + -- ------ - - — — - HOUSE in re 1 IT-IF ' N 7 __ ,,,_Ii. = - (75 i' -- � - - NI - ---- ------------- -- __.) - _ j _ - - _ MASONRYII X co FOUNDATION WALL �_./ b 6EL1}-� �\ / \ GRADE @ HOUSE II a r-1 . / / // GRADE AT PORCH MASONRY ,� FOUNDATIONS FOUNDATION WALL 2,38c4 EXISTING HOUSE / NEW ADDITION EXISTING GARAGE NEW ADDITION e 4 / � o 0 -[._ SIDE E �EVATIO \ S FO \T ELEVATIO \ U A B Q ii Scale : 1 4"= 1 ' - 0" Scale: 1 4"= l ' -O " / / I= 1_11 (f) NOTE : w c ARCH IILCI WAS DWG NO: \ OT REIAI \ - D =O R I- 11- LD OBSE VAT 0 \ SERVICES SHEETS IN CONTRACT 5 4 ey CD (2) 2X8'S UNDER LINE OF EXISTING - Q VERIFY ROOF SLOPE IN PARALLEL PARTITIONS HOUSE FLOOR FRAMING 1 FIELD, FINISH FLUSH WIT „ Q e EXISTING ROOF P.T.2x8's © 16"O.C. � O v 4 SHEATHING PLY WD. z f 1 --„ImiL RAFTERS Q � P.T.4x8's © 4Ft. -1 -1 `O.C. TIES Z --I O /2 -72/ l2�� W < La 2X8 FLOOR JOISTS @ rf) P.T.8x8 BEAMS (TYP.) / P.T.8x8 POSTS \- ----- Q BEDROO1V FOYER 16" O.C. (TYP.) w/4" DEN Z C P.T.4x8 BRACE (TYP.) Q OPEN TO PLY WD. SUB FLOORING ED ` BELOW ,l. _ _ _ _ 7 - _ P.T.2X2 BOLLARDS `g���oE BR�ti�� AT 4 O.C. c , P.T.2X4 HA * �� �" �' N e � — � P.T.2X4 AP017016 a- , � _ , � , — � � SUPPORT 4.4141__o _ + --® c) AT RIZEF EQ. EQ. A "A" 1 0 41 P.T.2X8 JOISTS @ 16" I/ / `o — 0.C. (TYP.) w/4" iJ� o \ - � - COMPOSIT DECKING N EQ EQ. EQ. EQ. — . / 1 '.-0" 0„ n LINE OF o LINE OF ROOF I I ,t- L I — L I 0 STEPS TERRACE // ABOVE rl” \ ilk �I 4 \ \ FOR PEAR AND H- V STRINGERS X -- - \ FOOTING ASSEMBLIES I— CURT FRO vi H - SEE FOUNDATION PLAN Q P.T.2X 1 2 AT DWG. A-3 n 29'-102" Q / I 0 PORCH SECTIO \ L. Z U T ) D v Scale : 1 /4"= 1 ' -0 " w 0 0 FLOOR FAV INC PLA \ L, c, Scale : 1 /4"= 1 ' - 0" NOTE: SHORE UP EXISTING HOUSE WHEN EXIST EXISTING ` 1 '- 10" FOUNDATION WALL IS FOUNDATION WALL 8\ ,ii TO BE RE AOVED / REMOVED � - ' I ,:t,,, � — .. I F CUT & PARGE OPENING IN EXISTING MASONRY WALL 8" C.M.U. WALL COORDINATE LOCATION WITH (TYP.) SEE DETAILS WOOD STAIR OWNER IN FIELD FOR ADDITIONAL 11 " 1 '- 10" BASEMENT INFORMATION © STRUCTURE AND / / / r� RAILING SIMILAR TO 4" CONCRETE SLAB „ „ �; c� FOOTING 2 -0 X12 PORCH STAIRS z N. GRADE (TYP.) SEE DETAIL O N FOR ADDITIONAL r :'' UP _ UP ;.) INFORMATION ' 1 1 R. 3R. I Y -r--) ____] (i 4" CONCRETE SLABQ ON GRADE WATER PROOFING BELOW GRADE @ / - ,..: ALL SIDES n 0 / if' 12" D IAv1. CONC. 7 CD o PEAR & 6X6 P.T. 1 PEARS, 0 l-'J `N 1 '-8„X1 '-8,,,,X10„ — I— FOOTING @ 4'0” U BELOW GRADE 16" DIAM. CONC. = PEAR & 8X8 P.T. 0 I- LJCOLUMNS.4Y Fe 2,0,2,0,,x2,0„8„X2'08"L- —I L L- -1 _ FOOTING @ 4'0" EQ. EQ. EQ. EQ. BELOW GRADE ~ / / f / \ O - ' z 0 0 c 29'-3 1 /2" ARC - ITCT WAS a / / \ OT -7-A \ E D DWG NO: =OR FIELD FOU \ D AT I O \ PLA\ 03S -T- R VAT O N Scale : 1 /4"= 1 ' -0 " SFRVIC - S SHEETS IN CONTRACT 5 el 2x6 RAFTERS © 16" O. C. 1 1 /2 " 0) ALUMINUM TRIM Q 2x6 i _____ �---- 4" WOOD FASCIA Q z ''� &SOFFIT O z Q m 2X8 CEILING INSECT SCREEN CO J Q JOISTS z --I 0 W = = 1 /2" GYP. BD0 I— CEILING PT 8X8 Ll Q 0 PT 2X8 (TYP.) BEYOND z d- (f)r . 0 (1) F DETAIL PT 2X4 (TYP.) 2 r:::1 \Scale : 1 1 /2 "= 1 ' - 0 " PT 2X2 BALUSTERS ,co PENokED y, © 4" O.C. (TYP.) iii2X6 STUDS VINYL SIDING �, q, 2X6 �� STUDS © PT 4X4 MINIMUM POSTS THRU ,� 3/4" WHITE OAK 1 6" O.C. i" o ,, e 1 6" O.C. BOLTED TO 2x8's WITH (2) F• ° FLOOR 3/4" WHITE �/ 4" PLY.WD SHEATHING GAL. BOLTS OR CONTINUOUS V) , NE�- 3/4" WHITE 6x6 FROM FOOTINGTYP. OAK FLOOR OAK FLOOR ) CONTINUOUS EXISTING SUB 3/4" PLY 3/4" PLY 4" PLY.WD 3/4" PLY COPPER FLASHING PT 2X4 (TYP.) r— FLOOR TO REMAIN WOOD SUB WOOD SUB �'� SHEATHING 8c WOOD SUB / FLOOR FLOOR VINYL SIDING FLOOR COMPOSIT DECKING COMPOSIT DECKING n x _ N Q r2X8 FLOOR PT 2X6 SILL PLATE TYPICAL � :1\ � �1'' - 1 /2"X3" LAG SCREWS L00i Il W/WASHERS © 3 O.C. JOISTS AT ALL SIDES OF NEW + PT 2X8 FOUNDATION WALL ! ` !!I� FOUNDATION WALL 4" ANCHOR le (2) PT 2X10's 2X8 FLOOR BOLTS AT 32" 2X8 FLOOR I-- JOIST FRAMING O.C. JOISTS (2) "X3" LAG FOR ADDITIONAL Q - s: (2) X3 LAG SCREWS W/WASHERS INFORMATION SE PEAR >__ n © 2'-0" O.C. FOUNDATION DETAIL II 7' TERMITE SHIELD SCREWS�� W/WASHERS Q -- _. #5 STEEL TYPICAL AT ALL © 2'-0" O.C. = 0 Fl_00 DETAIL AT REINFORCING BARS SIDES OF NEW _ SAI �I \ C DETAIL HOUSE AT 3 -0 0.C. FOUNDATION WALLCONTINUOUS . __ThXISTI \ G —GONG. BLOCK COPPER Scale : 1 1 2 "= 1 ' - 0 " Z ' FOUNDATION WALL FOUNDATION WALL FLASHING o n 0 •Scale : 1 1 /2"= 1 ' - 0 " HOUSE (f) COMPOSIT DECKING \0 r._4 1ST FL. FLOOR DETAIL �� SIMPSON LUC21OZ if (2) PT 2X10's Scale: 1 1 /2 "= l —0 JOIST HANGER (TYP.) ATTACHED WITH (2) 3-A-L----=:\--_G- ETAI . 1/2" GALVANIZED THRU 0 BOLTS AT EACH POST 4" CONCRETE SLAB ON Scale : 1 1 /2 "= 1 ' —O " P.T. COLUMN NOTCH COLUMNS, COMPACTED GRADE, CONTINUOUS SEE PLANS 1" DEEP II THICKENED TO 6" AT 171 .4 EDGES SIMPSON COLUMN BASE (TYP.) \ i CONCRETE FOOTING `1/4- 1 '-10"x1 '-O" SET OVER UNDISTURBED SOIL 1/2" X 2'-0" ro THREDED ROD (TYP.) z r-� o • (2) #5 BARS, FULL r HEIGHT W/6" LEG AT rx (0 ro BOTTOM (TYP. AT ALL TYPICAL FOU \ RATIO \ DETAIL ,� PEARS) Scale : 1 1 /2 "= 1 ' — 0 " RD CONCRETE PEAR IN SONO TUBE SEE FOUNDATION PLAN FOR SIZE AND LOCATION (TYP.) -- L_ .I P -AR FOU \ RATIO \ DETAIL (r) Scale : 1 1 /2 "= 1 ' - 0" Q w I- - J W \ 0T - : z n AC - ITlCT WAS0 \ C T RI- I A I N - D DWG NO: =0R - = LD A4 OBS - RVATIO \ SEV CES SHEETS IN CONTRACT 5 DESCRIPTION OF BUILDING ELEMENTS NUMBER OF COMMON NAILS NAIL SPACING ROOF FRAMING TABLE R301.2(1)CLIMATE AND GEOGRAPHIC DESIGN CRITERIA RAFTER TO TOP PLATE (TOE-NAILED) 3-8d PER RAFTER SUBJECT TO DAMAGE FROM ICE SHIELD GROUND SNOW WIND SPEED SEISMIC DESIGN WEATHERING FROST LINE TERMITE DECAY WINTER DESIGN FLOOD HAZARD UNDERLAYMENT CEILING JOIST TO TO PLATE (TOE-NAILED) 3-8d PER JOIST LOAD _(MH) CATEGORY DEPTH TEMP ABOVE WALL SHEET METAL 45 PSF 0 C SEVERE 3'-0" CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED 6-16d PER LAP MODERATE TO SLIGHT TO '_p" RTRAP NAILED HEAVY MODERATE 13' F NA 2 0) CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 6-16d PER LEP - TO RAFTER © COLLAR TIE TO RAFTER (FACE-NAILED) 2-10d PER TIE t 7C7 --- x__-t,l 16" O.C. Q BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END DESIGN CALCULATIONS INSULATION _,.._,....„-i--- io _--TJN RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END DEAD LOAD I`�L -,r�i M°i ,.J ROOF = 10 PSF ` z WALL FRAMING CEILING = 5 PSF � � 1SIMPSON o 0FLOOR = 10 PSFProvide insulation witho TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d PER FOOT WALL = 11 PSF vapor barrier (Yl 0 TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d JOINTS EACH SIDEminimum values as .follows: SSP o 411 �� J LIVE LOAD (TABLE R301.5) IP" STUD TO STUD (FACE-NAILED) 2-16d 24" O.C. ROOF = 20 PSF Exterior walls R-19 © 16" O.C. '' z —� Q HEADER TO HEADER (FACE-NAILED) FLOOR (LIVING AREA) = 40 PSF `'���J 0111114i \ �\� 11 1 —1 _ 16d 16" O.C. ALONG EDGES Floor R-21 OR EQUAL TOP PLATE OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD DEFLECTRAFTERS HN AVING AVI IITS SLOPES(TABLE GREATER Ceiling R-38 11111111"""IPP- \ ' HANGERS NOT; 0 F-- 3-16d PER 2X6 STUD THAN 3/12 WITH NO FINISHES Windows U-40 SIMPSON STRONG \\ LLI SHOWN < LI) CEILING ATTACHED TO RAFTERS = L/180 TIE H2 © 16" O.C. m -� h- O 4-16d PER 2X8 STUD INTERIOR WALLS AND PARTITIONS = H/180 OR EQUAL ZBOTTOM PLATE TO FLOOR JOIST, BAND JOIST 2-16d1'2 PER FOOT FLOORS AND PLASTERED CEILINGS = L/360 11 ALL OTHER STRUCTURAL MEMBERS = L/240 END JOIST OR BLOCKING (FACE-NAILED) EXTERIOR WALLS O O E 1 DG -- WIND LOADS WITH BRITTLE FINISHES = L/240 STUD TO T 0 P O O F D I A P H A G V ��R�D ARS FLOOR FRAMING WIND LOADS WITH FLEXIBLE FINISHES = L/120 UPLIFT S T A P S JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PER JOIST I ( OEN942 BRIDGING TO JOIST (TOE-NAILED) 2-8d EACH ENDP LATE TIE P E I M ET E D ETA I L , .: .p , •. BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END liall y1r C - BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH JOIST TA 4 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 24" O.C. C - N JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST - z,,,,�� Ofi NE� BAND JOIST TO JOIST (END-NAILED) 3-16d PER JOIST P P CA __ D A I S AS S OVA A BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d 1 PER FOOT ROOF FRAMING WALL STUD ON I S DRAW \ C A I I-- A `— STRUCTURAL PANELS 8d 6" EDGE/ 12" FIELD FRAMING DIAGONAL BOARD SHEATHING ° I v V P -- Q R -.--... V \ ..--- ..-..- n (D 1"X6" OR 1"X8" 2-8d PER SUPPORT °° D '-' ,A1/1/ \ G A f I 0 1"X10" OR WIDER 3-8d PER SUPPORT CEILING SHEATHING FOUNDATION NOTES PLY. WOOD 0 � `— GYPSUM WALLBOARD 5d COOLERS 7" EDGE/ 10" FIELD SUB FLOOR °° / ADD O N A W \ D BRAC \ G n' 1) All footings to rest on undisturbed soil. WALL SHEATHING °o R Q , H I - \ 1 V I- \ S / STRUCTURAL PANELS 8d 6" EDGE/ 12" FIELD 2) New foundation walls shall be attached to existing foundation walls with #5 re-bar, 2'-0" long at 12 O.C.. Use approved epoxy for installation into existing wall. All voids in CMU wall shall be filled solid with grout. °oBAN D FIBERBOARD PANELS —�/� Q •. 7/16" 6d3 3" EDGE/ 6" FIELD oo BEAM > n 3) Vertical #5 reinforcing bars shall be embedded in footing at 4'-0" 0.C. minimum,,and shall extend the full height of the 0 WALL STUD < ---I 25/32" 8d 3 3" EDGE/ 6" FIELD foundation wall. Horizontal bars shall be #6 evenly spaced at 4'-0" 0.C. minimum. Reinforcing bar joints shall be overlapped 0 GYPSUM WALLBOARD 5d COOLERS 7" EDGE/ 10" FIELD 18" minimum. All bars shall be wire tied together ° / FRAMING FULL T 0 ° HARDBOARD 8d 6" EDGE/ 12" FIELD / HEIGHT = 3) All C.M.U. walls shall be filled solid. All concrete walls shall use 4,000 PSI concrete minimum. °o / BLOCKING �--- PARTICLE BOARD PANELS 8d o o (3) 1 '-6" LONG, 0 CD D DIAGONAL BOARD SHEATHING 2-16d PER FOOT 0° EVENLY SPACED wz "xs" OR 1"X8" 2-$d 6" EDGE/ 12" FIELD FRAMING NOTES ° 0 0 �� o 1"X10" OR WIDER 3-8d PER SUPPORT o w Up o � FLOOR SHEATHING 1) All framing techniques and methods to be as per prescriptive design of 2006 SBC High Wind Edition Wood Framing 4410 ° — METAL COIL -� WALL BOARD STRUCTURAL PANELS Construction Manual. 0 STRAPPING, OR SHEATHING 1" OR LESS 8d 6" EDGE/ 12" FIELD 2) Unless otherwise noted, all framing and structural wood material to be Douglas Fir #1. (2) 2X4's 0 EXTEND 8" SEE PLANS GREATER THAN 1" 1Od 6" EDGE/ 6" FIELD 3) Floors, walls, ceilings, and rafters to be spaced at 16" 0.C. HEA j ER OVER WALL NOTE: CORNER DIAGONAL BOARD SHEATHING (TYPSTUD FRAMING 1"X6" OR 1"X8" 2-8d PER SUPPORT 4) Provide blocking/bridging in floor joists and roof rafters at 8'O" 0.C. maximum. unless otherwise noted. INTERSECTIONS 1"X10" OR WIDER 3-8d PER SUPPORT ARE SIMILAR 5) All bearing wall headers to be (2) 2X6 headers, (1) 2X6 sill plate, with 2X6 studs spaced at 16" O.C., unless otherwise 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON CENTER AT THE PANEL noted. EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 6) All bearing wall openings to have (2) jack studs and (2) full length studs on each side of the opening. LVL headers shall STUD TO S WALL ASS E V 3 LY 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS have (3) jack studs and (2) full length studs on each side of the opening. Bearing wall window shall also have (2) 2X6 SHALL BE PERMITTED TO BE REDUCED TO 1G NAILS NAIL PER FOOT. window sill plates for openings between 4'1" and 6'0", and 2X6 wall openings between 5'11" and 8'9"• I \T E S E CT I 0 \ S 3. CORROSION RESISTANT 11 GAGE ROOFING AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR PAT 3A\ D 3 EA V ADDITIONAL REQUIREMENTS. 7) Roof and exterior wall sheathing to be 1/2" thick (4) ply CDX exterior grade plywood, unless otherwise noted. Plywood to cover over plates and headers. 8) Plywood sub floor to be 3/4" T&G PTS Fir or Advantech adhered with PL400 and screwed to floor joists. Finished floor to be installed over sub floor as per manufacturer's instructions/recomendations. _ • CORNER i,.:...„_,--- A.... SILL BEARING 9) All sill plates in contact with concrete to be pressure treated. Sill plates to be installed with foam sill gaskets. POST SIMPSON PLATE J .z r? 10) The contractor shall furnish and install all angles, brackets, toggles, eye bolts, etc. as necessaryto properly support, IlLHOLD DOWN ... o 9 99 Y P P Y PPbrace or reinforce all construction materials. \ 0 HD5A © A_L pm j� . m CORNER �� c CD ROOF SYSTEM kk POSTS (OF' ii LINE OF CONCRETE Roof shall be Architectural shingles installed with 60# felt paper base sheet, and 2'-0" wide ice & water shield at gable and EQUAL) FOUNDATION r 41-0, Iftiii eve side, as per manufacturer's instructions/recomendations.INSULATION if a licable Lci #4 REBAR �SPP ) SIMPSON SSP Provide insulation with vapor barrier minimum values as follows: "X12" ANCHOR © 16" O.C. Walls R-19 ANCHOR BOLT —J Floor R-21 BOLT © 4 -0 O.C. OR EQUAL — Ceiling R-38 Q Windows U-40 SILL. � AT (r) 1 ,I COI \ E � POST E STUD TO SILL i1 HOLD DOW \ A\ CHOI BOLT0 n LATE T I E QQ U U — Li J H \ O •• III Z CL AIC - ITEC- WAS o I VO I _TA I N - D DWG NO: FOR = - LD 03SERVATIO \ A5 SERVICI- S SHEETS IN CONTRACT 5