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HomeMy WebLinkAbout31325-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31556 THIS CERTIFIES that the building ACCESSORY GARAGE Date: 05/03/06 Location of Property: '250 TUTHILL LA CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 96 Block 1 Lot 9 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 27, 2005 pursuant to which Building Permit No. 31325-Z dated AUGUST 1, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is NON -HABITABLE ACCESSORY GARAGE WITH NO WINDOWS IN THE REQUIRED REAR YARD AS APPLIED FOR. The certificate is issued to KELLY L KRUDOP (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2071435 03/28/06 PLUMBERS Authorized Signature Rev. 1/81 Form No. 6 25 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL --� 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY y6,V Ot, *11W_ 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, 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 New Construction: ` Location of Property: ZSU House No. Owner or Owners of Property: Old or Pre-existing Building: Suffolk County Tax Map No 1000, Section 9(o Street Date. 1(6V, o(e (check one) Block G ( Lot G Subdivision Filed Map. Lot: Permit No. Z Date of Permit_ 05' Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ aq,c. )DoI Com 3155 Final Certificate: / (check one) Applicant Signature D L PLPLPLLPLr@rJ@rJ�cPrJ�rJcPcPrJ�rJrPcV I :Ir : I :1, :1, :1 : IO'c1�rlrlrJr�r1r1 RPLPLPLPcPLPLPLIWr..I r1�J�cPr PrJr frJ�rJ� o 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY C5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 5 ROBERT& KELLYKRUDOP KELLY KRUDOP 5 5 4650 OL L 4650 OLE JULE LANE MATTITUCK, NY 11952MATTITUCK, 5 MATTITUCK, NY 11952 250 TUTHILL LANE CUTCHOGUE, NY 11935 Located at CC� Application Number: 2071435 Certificate Number: 2071435 c5 5555 Section: 96 Block: 01 Lot: 09 Building Permit:30979Z BDC: ns11 S Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor, house & garage, p, Outside, A visual inspection of the electrical system, limited to electrical devices and wiring to the extent detailed 5 S5 premises herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the 28th Day of March, 2006. Name OTY Rate Rating Circuit Type 5 C 5 Alarm and Emergency Equipment �7+ 5 Sensor 1 0 Carbon Monoxide SSensor 5 4 0 Smoke Appliances Accessories 5 and 5 5 �5 Range 1 0 10. KW Exhaust Fan 1 0 F.H.P. 5 5 Furnace 1 0 Oil 5 Water Heater 1 0 4.5 KW Wiring and Devices 5 5 5 5 Outlet 23 0 Fixture 5 SFixture 23 0 Incandescent 5 Outlet 48 0 General Purpose S5 Receptacle 31 0 General Purpose �5 5 Switch 21 0 General Purpose 5 5 Lighting track 4 0 ft 5 5 Receptacle 1 0 20 amp Laundry L5 5 Receptacle 1 0 30 amp Dryer seal Receptacle 5 5 0 GFCI S5 Continued on Next Page 1 of 2 �5 r� 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 OL3PLr�rPcPLrL3 J� rJ�rJ�cPrJ�cPrJcfr�r�r3rJ@Pr.Pr.PrJr3rL3rR JN3FC3 5 Co 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY C5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 ROBERT & KELLY KRUDOP KELLY KRUDOP 5 4650 OLE JULE LANE 4650 OLE JULE LANE 5 MATTITUCK, NY 11952 MATTITUCK, NY 11952 5 e5 Pj 250 TUTHILL LANE CUTCHOGUE, NY 11935 5 57 Located at e5 5 Application Number: 2071435 Certificate Number: 2071435 c5 e5 5 Section: 96 Block: 01 Lot: 09 Building Permit:30979Z BDC: ns11 IS Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: S Basement, First Floor, house & garage, Outside, r5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 having found to be in therewith the Day 5 authority jurisdiction, and compliance on 28th of March, 2006. 5 5 Name OTY Rate Rating Circuit Type 5 5 Service 5 5 5 1 Phase 3W Service Rating 250 Amperes 5 Service Disconnect: 1 150 cb rrr++5 5 Service Disconnect: 1 100 cb 5 Meters: 2 5 5 5 5 195 5 5 5 01 sea/ 5 2 of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 o �QPs L3PEs FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31325 Z Permission is hereby granted to: KELLY L KRUDOP 1480 FACTORY AVE MATTITUCK,NY 11952 for : Date AUGUST 1, 2005 CONSTRUCTION OF A NON -HABITABLE ACCESSORY GARAGE WITH NO WINDOWS IN THE REQUIRED REAR YARD AS APPLIED FOR. HOUSE FOUNDATION BEFORE GARAGE! at premises located at 250 TUTHILL LA CUTCHOGUE County Tax Map No. 473889 Section 096 Block 0001 Lot No. 009 pursuant to application dated JULY 27, 2005 and approved by the Building Inspector to expire on FEBRUARY 1, 2007. Fee $ 155.40 ORIGINAL Rev. 5/8/02 33;'-l-�,,7- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING / (FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE J--31-06 INSPECTOR 1 [ OUNDATION IST [ [ ] FOUNDATION 2ND [ [ ] FRAMING [ [ ] FIREPLACE & CHIMNEY [ 76S-1802 BUILDING DEPT. NSPECTION REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION r DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING/ STRAPPING [ ] FINAL �[ ]\ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 2 S , DATE ���/��� INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) - - - ------------------------------------- FOUNDATION (2ND) - - - -- --7 �- -� -- — --- ROUGH FRAMING & PLUMBING INSULATION PER N. Y. STATE ENERGY CODE FINAL OT -.-_....- - ------ -- — ?4z Z �m i ro i a� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. Examined 20 Approved 20_ Disapproved a/c Expiration e , 20_:?- JLIL i7- IMJ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Bo approval Ciirvew Check Septic Form N.Y.S.D.E.C. Contact: Mail to: APPLICATION FOR BUILDING PERMIT Date 20OS� INSTRUCTIONS 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 shallbe 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 isUues 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. / _— (Signa a of applicant or name, if a corporation) r � U� JUL 27W '1; ff i Name of owner of premises (Mailing address of applicant) lessee, agent, architect, engineer, general contractor, electrician, plumber or builder (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: House Number Street Hamlet County Tax Map No. 1000 Section y Block O Subdivision Filed Map No. _-Lot (Name) c;,t 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy_ b. Intended use and Nature of work (check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost7� ao Fee (Description) (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. t Dimensions of same structure with alterations or additions: Front II Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height i�5— Number of Stories----L- 9. tories/9. Size of lot: Front q'4, 2S Rear ---__I y, 27 Depth , 7V 10. Date of Purchase 17 Zcc 1 Name of Former Owner \,.P 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓, 3z 13. Will lot be re -graded? YES /No excess fill be removed from premises? YFS Is16L.. p -k I" 14. z- 14. Names of Owner of premises n Address jt. 1, CvH Phone No. i-8-- x57 r Name of Architect fra L '5 a Address Phone No 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. STATE OF NEW YORK) � �SS: COUNT OF (_Y_�=G"-" being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Officer, etc.) 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. to before me this day of -_�, N Notary Public, State 0f NewlbAt No. GID06095328, SutWk Cyeaty Tenn Expires luy 7, 20 L„_ 20 Ob i Signature of A*licant'— A5 A5 / \. s 1<,9 \ 3p �. o/ wk4 SURVEY OF PROPERT SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YC S.C. TAX No. 1000-96-01—i SCALE 1 "=20' FEBRUARY 26, 2001 APRIL 28, 2003 ADDED PROPOSED HOUSE OCTOBER 27, 2003 REVISED PROPOSED HOUSE JUNE 12, 2005 REVISED PROPOSED HOUSE & OAR SEPTEMBER 18, 2005 FOUNDATION LOCATION AREA = 12,254.58 sq. ft. 0.281 ac. 94 X61 r �l� � 2005 � !I j�,L_.... _. . �- T)w nLD �a U�� OPPA D9 9�J SCF CERTIFIED TO: TICOR TITLE INSURANCE COMPANY KELLY KRUDOP UNATHORIZID ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOCS INKED SEAL OR EMBOSSED $6M„ WALL NOT 8E CONSIDERED TO SE A VALID TRUE COPY. PREPARED IN ACCORDAIICE WITH THE IMA STANDARDS FOR TITLE SURVEYS AS A/L jD BY THE LIAL.S. AND APPROVED AND AOCPiEO FOR SUCH USE 8Y TME NEW YORK STATE LAND TITLE ASSOCIA110N. S���PFT CSR R'f' Nathan Taft Cvi Lam! Surveyor 992 Roanoke Avenue s 9! !CL !97/ S' G p 4 MC4 �o o9�J A SURVEY OF PROPERTY SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-96-01-09 SCALE 1 "=20' FEBRUARY 26, 2001 APRIL 28, 2003 ADDED PROPOSED HOUSE OCTOBER 27, 2003 REVISED PROPOSED HOUSE JUNE 12, 2005 REVISED PROPOSED HOUSE & GARAGE AREA = 12,254.58 sq. ft. 0.281 ac. 9� •2S, 0� A�V N`AES / " • JERN� I O F 0 i 4Vc_ . ti SR2g. 60 , 5 NOTES: \ 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 2. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 1 POOL; 12' DEEP, 8' dia. PROPOSED EXPANSION POOL PROPOSED LEACHING POOL PROPOSED SEPTIC TANK 1 0�;4�� y CERTIFIED TO: 3. EXISTING FOUNDATION TO BE REMOVED. TICOR TITLE INSURANCE COMPANY KELLY KRUDOP UNATHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PREPARED IN ACCORDANCE WITH THE. MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIA.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE _ANC TITLE A' OFNEWY 5 F7 Cpl �% THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. S --'V N.I.S NL S046% Nathan Taft Corwin III Land Surveyor 992 Roanoke Avenue Riverhead, New York 11901 PHONE & FAX (631)369-5473 �'.r�e a"'�KQU� �O�i11�cd�c 1�115� � �Uf�l� ���W C�%ls;��-c�� APP ,G1'En AS I DTD�� / B.P.�eLZ� DATE: Z FEE: y / �5 NOTI BUILD,N' ORT Ai 765.1802 8 AM O FOLLOWING INSPDC T IONS: 1. FOUNDATION f'r,;,G;'IRED FOR POURED 2. ROUGH - FPArvu 3 PLUMBING 3. INSULATION 4. FINAL - CoNcTP, -TION MUST BE COMPLETE -On C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, COMFY WITH ALL CODES OF NEW �,rK STATE & TOWN CODES AS . a"J aD AND CONDITIONS OF SOLI: 31.0 TOWN PLANNING BOARD $OUTHOLD TOWN TRUSTEES N.Y.S. DEC FLOOD ZONE_ COMPLY WITH CH, FLOOD DAMAGE IF SOUTHOLD TOWN OCCUPANCY OR USE IS UNLAWFUL V"'TNOUT CERTIFICATE CF OCCUPANCY CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATf. UNDERWRITERS CERTIFICATE REQUIRED SURVEY OF PROPERTY SITUATE: ORIENT TOWN: 5OUTHOLD SUFFOLK COUNTY, NY SURVEYED 12-29-2004 SUFFOLK COUNTY TAX ft 1000-11-2-114 CERTIFEED O: Pone Cocl'n11 Nancy S. Ao er m�Barge Lo,nd now or Formerly o{ Iwere ,,,,lotto a ":'&D,'d /au10Ct°' M02° 13'30°E 2 w`' 121ght 4�� OB 99.32' O 582°13'30YA C, /6d 0� % p0 °4. e1 y / X00 F v, °C dei O O �V Land now or Formerly oY Carl Thror Hanson �j GH�arlotte Eoen Hanson 585°48'001-E LOT I I r O of fl- ar Formerly Lqnd now Pefe% 4 LO- 2 p fl O p.nne Pere'- p,ntorn° I � 6i N O OA 9 O po m �O 014 of Wo 150.00' c r8gpm G 582°15'30°W /6d 0� % p0 °4. e1 y / X00 F v, °C dei O O �V Land now or Formerly oY Carl Thror Hanson �j GH�arlotte Eoen Hanson 585°48'001-E LOT I I r LO- 2 � o N tr Oi Q)o) \oho m o 5�0 c r8gpm Ci o I m Z 2 N q N as ---- I -------------------- u /6d 0� % p0 °4. e1 y / X00 F v, °C dei O O �V Land now or Formerly oY Carl Thror Hanson �j GH�arlotte Eoen Hanson 585°48'001-E LOT I ve3•svwo•w '-____ �o`'_°"°y__74zf:12'-______ aopr _ ----------- °b Vva y J N� ;.m N WE s I 295.4' LO- 2 \oryEe F qme v tr Oi � \oho N o W c r8gpm Ci o I m Z 2 N I/ R Star Hse Frame ie as ---- I -------------------- -e„n - o 00a n FOemehf Re Je Ow m ,oEdw N Iz ry G T V N0 � N L N 0 L � ry o c N83°59'40"y.1 N _ � _ �i ______________ --N83'�«W_ __--'- N - 1250 `r ve3•svwo•w '-____ �o`'_°"°y__74zf:12'-______ aopr _ ----------- °b Vva y J N� ;.m N WE s C�OG�J�'4G�MC�4�D�1 DL4LQ��� 413® 60100M69M Woom6 ROOF SHINGLES PRE-ENGINEERED ROOF TRUSSES AT 24' O.C. 1/2' ROOF SHEATHING -METAL DRIP EDGE T TIE PLATE TOP PLATE 1x8 FASCIA IAIM3/B'PLYWOODSOFFR2x4 WALL STUDS AT B' O.C. 08' GDOVED SIDING ® INAVIN 511CIP ,UL. :JJ, sur. METAL DRIP 1X8 RAKE B( MAKE 01971- UL SCRLE. 1 1/2" 1'-0" OVERHEAD GARAGE 2598' SlBROIRD DOOR 2'x4' JAMB & CRIPPLE DOOR STOP 2'x4' CRIPPLE 1x8 TRIM 1X4 TRIM* GROOVED SIDING ON/6G1 1/2" = o„ SEE EAVE a 2k4' TIE PLATE 25X4' TOP PLATE 0 3/459 V2' MICRO -LAM BEAM 258' SURROUND 1X4 TRIM 1x8 TRIM OVBTEAD GARAGE DOOR DOOR STOP r 11 OMOORHEAD 91A. 097. 2k4' WALL STUDS WALL STLOS 08' GROOVED SIDING 1 ]C�OUIMN oro D[�TQUU= SCRLE• 1 1/2" = V 0" MARD©CAND NUDUb6 ROOF SHINGLES PRE-ENGINEERED ROOF TRUSSES AT 24' O.C. V2' ROOF SHEATHING rM£FAL DRIP EOff m i 6Q R O[354011UU= ROOF SHINGLES 1/2' ROOF - SHEATHING METAL DRIP R 1X6 RAKE BOAT 1X3 FURRING HARDBOARD SID V2' SHEATHING 4� \4� �RQC361/2" [ 11-01. � OVERHEAD GARAGE 2, DOOR SURROUNDSURR VXV JAMB & CRIPPLE DOOR STOP 25X4' CRIPPLE 1x6 TRIM 1X4 TRIM* SfEATHING HARDBOARD SIDING oe6r�a6=°1o„ op. JANN SEE EAVE DETAIL 2-X4' --TIE PLATE 2X2 BLOI TRIM 25H' TOP PLATE HARDBOARD SIDING 2R 3/4599 V2' TW PLATE MICRO -LAM BEAM W/ T FLASHING 1x8 FASCIA TRIM SIDING 1EA 1/2' SHEATHING 2'X8' SIABGIDD X94 TRIM 2X4%12' 2x4 WALL STUDS 3/8' PLYWOOD SOFFIT 1x8 TRIM AT 16' O.C. HARDBOARD 112' SHEATHING m i 6Q R O[354011UU= ROOF SHINGLES 1/2' ROOF - SHEATHING METAL DRIP R 1X6 RAKE BOAT 1X3 FURRING HARDBOARD SID V2' SHEATHING 4� \4� �RQC361/2" [ 11-01. � OVERHEAD GARAGE 2, DOOR SURROUNDSURR VXV JAMB & CRIPPLE DOOR STOP 25X4' CRIPPLE 1x6 TRIM 1X4 TRIM* SfEATHING HARDBOARD SIDING oe6r�a6=°1o„ op. JANN SEE EAVE DETAIL 2-X4' METAL CORER 2k4' TIE PLATE TRIM 25H' TOP PLATE HARDBOARD SIDING 2R 3/4599 V2' STARTER STRIP MICRO -LAM BEAM W/ T FLASHING READER) SIDING 1EA 1/2' SHEATHING 2'X8' SIABGIDD X94 TRIM 2X4%12' SCRLE. 1 1/2" = OVERHEAD GARAGE 1x8 TRIM DOOR DOOR STOP7" 2X4X9l PRECUT STUDS&CRIPPLES CV19ANNAU 2X4X12 TOP WALL PLATE BEA 2X4X16' VOKYR. @900M ROOF SHINGLES PRE-ENGINEERED ROOF - TRUSSES AT 24' O.C. 1/2' ROOF SHEATHING r METAL DRIP EDGE `-TIE PLATE F -CHARNEL TOP PLATE ALIIMINU4 FASCIA ALIIMI" VENTED 20 WALL STUDS SOFFIT AT B' O.C. VINYL 112' SHEATHING SIDING ® SCALE: 61 0[3TLlUl� LE:1 1/2" OVERHEAD GARAGE 259' SUiP011N1 DOOR 25M' JAMB & CRIPPLE DOOR STOP 2k4' CRIPPLE 1x& TRIM Uro TRIM VINYL SIDING 1/2' SHEATHING J-CHANEL od61 1/2" V- „ori. dna© SEE EAVE DETAIL TIE PLATE TOP PLATE VINYL �,•`• / (211 3/459 1/2' r MICRO -LAM BEAM READER) 1/2' SHEATHING 25X8' SURROUND 1x4 TRIM 1x8 TRIM OVERHEAD GARAGE DOOR OOOH STOP OR/EE: G11/26 °lo„ VINYL CORNER 2-X4' METAL CORER 2'x4' TRIM WALL STIRS 2k4' 1/2' SHEATHING WALL STIRS 4EA 2%6X16' HARDBOARD SIZE SIDING 1EA 1 SCRLE:• G1 112" -NCS, TL,llli� VOKYR. @900M ROOF SHINGLES PRE-ENGINEERED ROOF - TRUSSES AT 24' O.C. 1/2' ROOF SHEATHING r METAL DRIP EDGE `-TIE PLATE F -CHARNEL TOP PLATE ALIIMINU4 FASCIA ALIIMI" VENTED 20 WALL STUDS SOFFIT AT B' O.C. VINYL 112' SHEATHING SIDING ® SCALE: 61 0[3TLlUl� LE:1 1/2" OVERHEAD GARAGE 259' SUiP011N1 DOOR 25M' JAMB & CRIPPLE DOOR STOP 2k4' CRIPPLE 1x& TRIM Uro TRIM VINYL SIDING 1/2' SHEATHING J-CHANEL od61 1/2" V- „ori. dna© SEE EAVE DETAIL TIE PLATE TOP PLATE VINYL �,•`• / (211 3/459 1/2' r MICRO -LAM BEAM READER) 1/2' SHEATHING 25X8' SURROUND 1x4 TRIM 1x8 TRIM OVERHEAD GARAGE DOOR OOOH STOP OR/EE: G11/26 °lo„ VINYL CORNER 2-X4' TRIM WALL STUDS EXTERIOR SHEATHING BOARD 1/2' SHEATHINS 2k4' 4EA 1%6X14' WALL STIRS 4EA 2%6X16' VINYL SIZE SIDING 1EA 1 6upfflim 06TQUL. 2X4%12' SCRLE. 1 1/2" = 1'-0" JUL - 0 LUWJ GROOVED SIDING .............01057-99 QUANTITY SIZE VINYL ......................81058-99 31 EA 1h."X4'X8' EXTERIOR SHEATHING BOARD HARDBOARD ................81059-99 4EA 1%6X14' FRAMING PACKAGE B1o5o-99 4EA 2%6X16' QUANTITY SIZE DESCRIPTION 1EA 2X4XB' WALL PLATE TREATED 4EA 2X4%12' WALL PLATE TREATED BEA 2X4X16' WALLPLATETREATED 101EA 2X4X9l PRECUT STUDS&CRIPPLES 4EA 2X4X12 TOP WALL PLATE BEA 2X4X16' TOP WALL PLATE 7EA 2X4%16' TIE PLATE BEA 2X8X8' HEADER/SERVICEDOOR& 78 LF WINDOW 3EA 1%%9'/2X10 MICRO-LAM/OVERHEAD DOOR 1 EA 1h"X4'X8' CDXHEADERSPACER SEA 2X6%10' OVERHEAD DOOR (SURROUND) SEA 2X6X16' OVERHEAD DOOR (SURROUND) BEA T -TYPE DIAGONAL WIND BRACING SEA 1X6X10' HEAD JAMB/OVERHEAD DOOR REINFORCINGBAR 10CUYD TRIM 3 E iX6X16' LEG JAMB/OVERHEAD DOOR WASHERS FOUNDATION MATERIAL W/FROST LINE TRIM 22LB 16D COMMON NAILS COATED 20 LB BD COMMON NAILS COATED ROOF PACKAGE B1051-99 QUANTITY SIZE DESCRIPTION 17EA 24Wrs PRE-ENGINEERED WOOD REINFORCING BAR 10 CU YD TRUSSES 9E, 2X4X12' TRUSSBRACING 24EA 1X3XB' TRUSS FURRING/GABLE ENDS 28EA 'h"X4'XB' COX ROOF SHEATHING SEA 15# FELTPAPER 10SO 215# FIBERGLASS SHINGLES 100 EA 'h" H -CLIPS 20LB P/" ROOFNAILS 13EA 10' METALDRIPEDGE GROOVED SIDING PACKAGE 61052-99 QUANTITY SIZE DESCRIPTION 31EA 4'X8' GROOVEDSIDING 4EA lX6X14' GABLERAKEBOARD 4EA 2X6XI6' SUB FASCIA 4EA 1XBX16' EAVE FASCIA 2EA %'X4'XB' BC PLYWOOD/SOFFIT BEA 2X4%16' SOFFIT BLOCKING (RIPPED) SEA 10' METALZFLASHING BEA1X4XB' CORNERBOARD SEA 1%4X10' OVERHEAD TRIM (HEAD) 3 E 1X4X16' OVERHEAD TRIM (LEG) 101-8 BD SIDING NAILS VINYL SIDING PACKAGE B1o53-99 QUANTITY SIZE DESCRIPTION 31EA 'IZX4'XB' EXTERIOR SHEATHING BOARD 4EA 1X6X14' GABLE RAKE BOARD 4EA 2X6%16' SUB FASCIA SEA 1X4X10' OVERHEAD TRIM (HEAD) SEA 1X4X16' OVERHEAD TRIM (LEG) 11SO VINYLSIDING 4EA VINYL OUTSIDE CORNERS 10EA STARTER STRIP BEA FINISH TRIM 1BEA VINYL-J"CHANNEL 6 E ALUMINUM"F"CHANNEL BEA ALUMINUM VENTED SOFFIT 11EA 6" ALUMINUM FASCIA &RAKE 4 LB 2" ALUMINUM NAILS 1 E BOX 11A" ALUMINUM TRIM NAILS 1 B LB PW SHEATHING NAILS HARD BOARD SIDING PACKAGE 81854-99 QUANTITY SIZE DESCRIPTION 31 EA 1h."X4'X8' EXTERIOR SHEATHING BOARD 76 EA12'X16' HOR IZONTAL HARDBOARD SI D ING 4EA 1%6X14' GABLERAKEBOARD 4EA 2%6X16' SUBFASCIA 4EA 1%6X16, EAVEFASCIA BEA >h'X4'X8' BC PLYWOOD/SOFFIT 2 E 2X4X16' SOFFIT BLOCKING (RIPPED) 3 E 10' METALZFLASHING 40 EA 12" METALCORNERS 3 E 1X4X10' OVERH EAD TRIM (H EAD) 3 E 1X4Xf6' OVERH EAD TRIM (LEG) 15LB BD SIDINGNAILS 18 LB 1'/a" SHEATHING NAILS DOOR AND WINDOW PACKAGE B1o5s-99 QUANTITY SIZE DESCRIPTION 1 EA 3032 1 EA 3068 SEA 9'X7' 78 LF 2 F 2X4X16' 1 EA 2LB BD NOTE: THE FOLLOWING MATERIALS NOT SUPPLIED BY 84 LUMBER. LISTED FOR CONVENIENCE ONLY. FOUNDATION MATERIAL WO/FROST LINE QUANTITY SIZE DESCRIPTION 18 CU YD CONCRETE FOUNDATION & SLAB FLOOR 768 SF 6X6.2.9X29 WELDED WIRE FABRIC 230 LF 112 DIA REINFORCINGBAR 10CUYD GRAVEL FILL 27 EA 1/2DIAX12 ANCHOR BOLTS W/NUTS& WASHERS FOUNDATION MATERIAL W/FROST LINE QUANTITY SIZE DESCRIPTION 4CUYD CONCRETE FOR FOOTING 11 CU YD CONCRETE FOR FOUNDATION WALLS MAY VARY DUE TO LOCAL DEPTH REOU IREMENTS 10CUYD CONCR ETE FOR FLOOR 768 SF 6X6-2919 WELDED WIRE FABRIC 230 LF Vz"DIA REINFORCING BAR 10 CU YD GRAVELFILL 27 EA INDIAX12 ANCHOR BOLTS W/NUTS& WASHERS NAILING SCHEDULE Connection Number and Size Haw Nailed of Common Nail Topplatelostud 216d End nail Doublestuds 16d C16"oc Facenall Built-up cornerstuds 16d@24"o.c. Facenall Doubled top plates 16d 16"ac Facenall Top plates, laps, and 216d Facenall intersections Continuous headers, 1Bid @16"o c. 2pleces along each edge Facenall Continuous header to 48d Toenail stud Truss to plate 38d Toenail 1" brace to each stud 28d Facenall andpiate 1 by 8 sheathing or Bud Facenail less, each bearing Wider than l by 3Rd Facenall sheathing, each bearing 15 O MI EhTiRTfrvll R ki INT11Plnii1N� 1x RR @0 TF APPLIC 2X4 T( (22X8 2x4 PF STUD MN8 u 9METMH H479pE3 PRE -CONSTRUCTION STEPS 1. Carefullystudy this Ian reading all Instructions before beginning Y a 9 constructionbuildiodes, garage Cd ck frost tonna ns.Ifbuilding oRicials pendegard- nt Ing building i spun g rmitsgams and frost foundation, if anindependentStep ntlent contractor 1r is pouring garage slab and fountlahan, skip Slaps 3 through 10. 2. Plan garage location to allowforeny limilalons on side, front and marsetbacks. Also allow enough room around the garage foreasy entrance, exit and passible turn -around and for access to the side tloor. Check with local utilities for any underground services Soil should be tested to Insure that It meets design loads set forth In General Notes FOUNDATION STEPS 3. Carefully stakeout the foundation, squaring the corners bycheck- ing that the plan dimensions are to outside of concrete and face of studs 4. Note. Step 5 and Step 6 pertain to NO -FROST construction, Steps 7 through 10 to FROST construction S. For NO -FROST construction (see BUILDING SECTION of plan), dig trenches for footing of the monolithic pour. Build up foundation forms so thatthe tap of form is 6" above original soil level. Remove ap- proximately 2"of soil within area to provide 8"of space to top of form Lay radar in footing trenches. Have a building department official check trenches and concrete forms before pouring concrete, 6. For NO -FROST construction, fill floor area with a minlmumof 4- of gravel and compact to within 4"of top of form Install W6x6-29x2.9 welded wire fabric over gravel fill, and pour concrete to thickness shown on BUILDING SECTION drawing. While pouting concrete, periodically lift welded who fabric to insure its proper placement in the concrete slab, and set anchorbolts R/a" In from edge of concrete on center points according to FOUNDATION PLAN and extend to at least 21/2" above top of concrete. Move onto Step 11. 7. For FROST construction(see BUILDING SECTION of plan), check local codes for frost -line depth and dig footing trenches to a depth of 6"belowfrost line Place rebarin trenches. Have local build - Ing official check location and depth of trenches before pouring fcoL Ing concrete. Pour footing concrete and provide formed key In It by using a 2"x4" in the center of the concrete which extends the length of the footing. Before concrete is completely set, remove 2"x4 S. For FROST construction, build foundation wall forms to a height 6" above grade. Have local building official check concrete forms before pouring concrete. Brace farms and pour concrete to top of forms, tap- ping form sides tocompact concrete and fill all voids Set anchor bolts 1%" In from edge of concrete on center according to the FOUNDA- TION PLAN and extend to at least 2W' above top of concrete 9. For FROST construction, remove foundation wall forms after can- crete has set. Backfill the exterior foundation walls with soil. The In- teriorfoundatlon walls should be backfilled with compacted sail to within Wfrom top of foundation walls. 10. For FROSTconstructloq fill floor area with a minimum of 4" of gravel and compact to within 4" of the top of the rear foundation and to within 6" of the top of the front foundation at the overhead doors This will pitch the slab 2" Install W6x6-2.9x2 9 welded wirefabric over gravel fill, and pour concrete slab to thickness shown on BUILDING SECTION drawing. While pouring concrete, periodically lift welded wire fabric to insure its proper placement In the concrete slab. WALL FRAMING STEPS 11. You are now ready to assemble and install the walls. Toeasa handling, you will assemble each wall using at least two panels. Assemble all panels an the garage slab before tilling them into Position. Double-check door and window rough opening sizes before framing them Construction begins with wall panels A, B, C and D. 12. Panel A: Lay 2"x4"bottom plate (pre -drilled to fit over anchor bolt locations) and 2"x4"top plate for Panel A side by side, and mark 2"x4" stud positions 16" on center as shown on REAR FRAMING ELEVA- TION. Note that the first space at each panel end is measured from the outside face of stud to the center line of the next stud. Nail through top and bottom plates to pre-cut 2"x4" studs (7' 8l long) using two 16 -penny nails at each connection. 13. To attach metal "T-Type"wind bracing, first check that panel is square Then position metal "T -Type" wind bracing at an angle from the outer corner of the panel top down to the bottom plate Markthe position of the bracing on each stud Ussaw toe p g two 8-penny rpowar at each cut Into studsat end bottom plateRail Re with twos -peon allc corners 14. stud and top end bottom plate Repeat this step for ellcorners 14. Repeat Step Rand Step 13forwallpanels B, C and D(see LEFT SIDE, RIGHTSIDE and REAR FRAMING ELEVATIONS) 15. Note, regarding Panels C apo D Additional steps are required to add the door openings shown in the LEFT and RIGHT SIDE ELEVA- TIONS. First, apply corner bracing. Second, nail 2'x4" Jackson each side of window and door openings Third, cut 2"xf 0" headers to rough opening sizes shown on each panel Lift headers Into position, and nail to panel studs with 16 -penny nails Finally, install cripples as necessary. Nall into poslbcn using 10 -penny nails. 16. When panel assembly is complete, the walls can be enacted. Tilt Panel A up, placing It in position over the anchor bolts. Brace the panel securely with a 2"x4" brace, tack -nailed to aground stake. Place washer and nut onto anchor bolts and tighten down panel Re- peat for Panels B, C and D. 17. Repeat Stepl2, Step 13 and Step 16 to assemble and erect panels E and F (see LEFT SIDE and RIGHT SIDE FRAMING ELEVA- TIONS) 16. As panels are marted, attach 2"x4" top its plates (see ELEVA. TIONS) Lep at comers as shown on FRAM ING ELEVATIONS and nail plates together with 16 -penny nails Won center. 19. Assemble and erect front wall panels G, H, I, and J using Steps 12,13 and 16 (see FRONT FRAMING ELEVATION) 20. Nail 2"x4" cripples on each side of overhead door opening. 21. Cut 2"x1O" garage door headers to 9'6"long Lftheadersinto position to rest on cripples Nail to panel studs with 16 -penny nails 22. Cut 2"x4" cripples and nail at 16" on center to top of garage door headers Add top plate to the top of the cripples, level with the tap 23. Add Bx4" tie plates to remaining wall panels. Nall 2"x4"garage door hardware surround to Inside face ofcrlppies PRE-ENGINEERED WOOD TRUSSES INSTALLATION STEPS 24. Install pre-engineered woad trusses at 2'0" centers asshown on the FRAMING ELEVATIONS, 2S. Then nail plate connectors to each truss and to the top plates as required. Use nails provided with truss package SIDING, SHEATHING & ROOFING INSTALLATION STEPS 26. If you are using vinyl or hardboard sltling follow Manufacturer's Instructions for properinstallation methods (Skip to Step 28) 27. If you are using 4'xB' Grooved Siding proceed as follows Start sltling Installation about 1/2" below top of foundation Top edge can be nailed into 2'k4'9le plata at top of wall Nall siding with 8 -penny, non. corrosive siding or casing nails spaced 6" on center at panel edges and 12"on center at intermediate studs Add "'Hashing where Indicated on ELEVATION drawings. 28. Apply lb" sheathing over roof trusses starting at the bottom of the truss (see ROOF SHEATHING LAYOUT). Stagger joints of roof sheathing so that Joints on adjoinlog sheets do not occur on the same truss. Check pians carefully to determine how far roof sheathing should extentl at truss ends, Apply 1 "z6" fascia and soffits as per the drawings. 29. Apply roofing felt and roof shingles, fallowing manufacturer's Instructions. Extend shingles'h" beyond fascia. Trim excess portions of shingles from Inside in order to maintain a neat appearance. FINISHING STEPS 30. Trim out door openings with jambs and casing, and trim eaves andallcmners Install side door and window 31. Install overhead garage door following manufacturer's instruc- tlans 32. Paint or stain siding and trim as desired following manufacturer's directions 8,49IC WWO rPl = I ONFpHI fREO WOOD ROOF 24' O.C. C O M M O N D E T A I L 5�A1NI��5�C�1HIE�!]11J1, �S`i 2594' TOP PLATE PRE-ENGINEERED WOOD ROOF TRUSS 2k4' TIE J W PLATE TRUSS TO PLATE 2k4' WALL STUDS CONNECTION AT EACH TRUSS (OPTIONAL) �OpTUOONAL TRMMIN T© PR.L%x 3 CONN. SCRLE: NONE 211 3/459 112' MICRO -LAM BEAM BEATER) 9070 OVERHEAD GARAGE DOOR FOUNDATION STEM WALL MST )ATION FOOTING T) 4'-0• 4'-0• 4.-0. T -N. ItZ' L 4"O'...l 4'-0' U 4'-0' L IL I 11 94000 F HNIN °,15f'HUMN 6 LAYOUT MT SCRLE: NONE JUL-82015 G123 O O Q Pill o 13'-R 5 IL I 11 94000 F HNIN °,15f'HUMN 6 LAYOUT MT SCRLE: NONE JUL-82015 G123 f�OfL�I�'4L�MC�4�Ofn1 PL�LaG�I� POMnMDLQ4�0[n� PL�LQnM SCALE: 1/4" -l' -O" FROST CONSTRUCTION SHOWN) CFCI F�f4 'Le DENOTES NOLOOWN LOCATIONS Q PANEL GFCI 3088 FEUD STEN ODOR � � N o7 -E ; PROVIDE SIA4PSOAA SToe O"C'-TIE HO2A NOLOOWN 4P OR EOVAL /NSTALLEO /N ACco?DANCE' WITN c MANUFACTuRER'6' SPEcIFIcATIaNS ATEACN ENO OF ALL WALL OPENINy'S iS PANEL 'G' •% ie 8' J. PANEL 'H' FL UOR PLAN SCALE 1/4'•1'-0" 768 SQUARE FEET MOTE: SUBSTANTIAL CARE AND EFFORT HAVE GONE INTO THE CREATION OF THE DESIGN OF THESE DRAWINGS, HOWEVER BECAUSE OF THE IMPOSSIBILITY OF PROVIDING ANY PERSONAL OR ON SITE CONSULTATION, SUPERVISION AND CONTROL OVER ACTUAL CONSTRUCTION, AND BECAUSE OF THE GREAT VARIANCE IN LOCAL BUILDING REQUIREMENTS, BUILDING PRACTICES AND SOIL, SEISMIC, WEATHER AND OTHER CONDITIONS, 84 LUMBER AND HOME PLANNERS ASSUMES NO RESPONSIBILITY FOR ANY DAMAGE, INCLUDING STRUCTURAL FAILURE DUE TO ANY DEFICIENCIES, OMISSIONS OR ERRORS IN THESE BLUEPRINTS. 84 LUMBER AND HOME PLANNERS MAKE NO WARRANTY, EXPRESS OR IMPLIED WITH RESPECT TO THE CONTENT OR USE OFTHESE DRAWINGS, INCLUDING BUT NOT LIMITED TO ANY WARRANTY OF MERCHANTABILITY OR OF FITNESS FOR PARTICULAR PURPOSE. WE STRONGLY ADVISE THAT YOU CONSULT LOCAL ARCHITECT OR ENGINEER, AND CHECK WITH YOUR LOCAL BUILDING OFFICIAL PRIOR TO APPLYING FOR ANY BUILDING PERMIT AND BEFORE BEGINNING ACTUAL CONSTRUCTION NO -FROST ____ _____________________1 CONS. i________________________________; FROST CONSTRUCTION FRONT OIL19VA76ob HARDBOARD SIDING SCALE- VB'•1'-D' METAL DRIP SHINGLES EDGE ...,,• �....,.......... --_.-.-. LL NO-FROST---+f__----------------------------- __-________-__________-________ COS. ;---------------- - - - - -- - -- -------- - - - - - - - - - - - - ------------ FROST CONSTRIIUCCT�TIF'ON�1�ppr,,+ rip r�11n G� Tip Ir -'WOO U110 LS LSLSVQIIQOUV VINYL SIDING SCALE) 1/8'•1'-D' METAL DRIP— EDGE 4X8' GROOVED SIDING NO -FROST --� CONS. - 4 FROST CONSTRUCTCTII1ON�NI INT�II�I2�IIII I FRIEDT )SLS L91J Q 11 ��UV Pcv ® 11 SIDING— SIDING 3'4' 4'-' 3'-4' 4'-0' 4'-0• 3'-4• 4'-0' 3'-4' 16' ; ON 3032 16' OR EQUIVALENT -•I oov. 0050, ommm // // // //. -•I -•I //. // To //. 1 1 1 1 1 1 1 1 1 9'-6' ° X, r -------------- 30._8------ 4 I I I I I Uzi FBI.O FOR S� WALL T LIEXCAVATEII 4' CONC. SLAB OVER (ABOVE)4' I GRAVEL W.W.WF/ 'ING 6d 2.94. " :4a 1� l 0 LOCATION( 24" O.C. MAXIMUM SPAc1A1 I c l u m A _ ?P ` r qq F N )BOLT 4 4 SHIM SPACE r 1211 3/4X9 V2' MICROiAM BEAM (SEE HEADER DETAIL) I- 2X4' JANE 8 CRIPPLE 2X4' CRIPPLE SLAB AT DOOR -W -FROST 4 r TOP OF ALL ' 4 0'-0' ELEVAETION 75 ,+ SLAB AT DOORfROST Y 1, 11' (TYPICALFOR ti PANEL 'G' 91-61 10• PANEL 1' 91-61 OR BOLT) ANCHOR SMACK I •° I a FFFiii �. HEADER LENGTH HEADER LENGTH HEADER LEGTH 32'-0' 71 I q .E. .E. 1118 V2 TI18 1/2' 11 111 PAKi •F• 11 11 11 1�1'vj +I � ° t18 2 SOLID LIFE SHOWS EDGE OF 4 al FOUNDATION WALL -DASHED LIFE + Y 1,18 �18' SHOWS EDGE OF FOOTING. I Y I, E' 1,18 FROST CONST. ONLY) - I I +I I ' 7 1 '1 'I 'I •I 'I 'I 16'_0. -� 4 PAW 'A' TCP OF CMAETE SLAB I POST CONSTRUCTION 00' w I pl NO-FOST CONSTRUCTION 0"1' ° L— — — — — — — — — — I i' _ — — — _ _ — — J NOTCH STEM WALL 8' FOR GARAGE DOOR CABOD' 3' 101-3' 10`3' 15' 9'-0' 15' 9'-0' 15' 32'-0' POMnMDLQ4�0[n� PL�LQnM SCALE: 1/4" -l' -O" FROST CONSTRUCTION SHOWN) CFCI F�f4 'Le DENOTES NOLOOWN LOCATIONS Q PANEL GFCI 3088 FEUD STEN ODOR � � N o7 -E ; PROVIDE SIA4PSOAA SToe O"C'-TIE HO2A NOLOOWN 4P OR EOVAL /NSTALLEO /N ACco?DANCE' WITN c MANUFACTuRER'6' SPEcIFIcATIaNS ATEACN ENO OF ALL WALL OPENINy'S iS PANEL 'G' •% ie 8' J. PANEL 'H' FL UOR PLAN SCALE 1/4'•1'-0" 768 SQUARE FEET MOTE: SUBSTANTIAL CARE AND EFFORT HAVE GONE INTO THE CREATION OF THE DESIGN OF THESE DRAWINGS, HOWEVER BECAUSE OF THE IMPOSSIBILITY OF PROVIDING ANY PERSONAL OR ON SITE CONSULTATION, SUPERVISION AND CONTROL OVER ACTUAL CONSTRUCTION, AND BECAUSE OF THE GREAT VARIANCE IN LOCAL BUILDING REQUIREMENTS, BUILDING PRACTICES AND SOIL, SEISMIC, WEATHER AND OTHER CONDITIONS, 84 LUMBER AND HOME PLANNERS ASSUMES NO RESPONSIBILITY FOR ANY DAMAGE, INCLUDING STRUCTURAL FAILURE DUE TO ANY DEFICIENCIES, OMISSIONS OR ERRORS IN THESE BLUEPRINTS. 84 LUMBER AND HOME PLANNERS MAKE NO WARRANTY, EXPRESS OR IMPLIED WITH RESPECT TO THE CONTENT OR USE OFTHESE DRAWINGS, INCLUDING BUT NOT LIMITED TO ANY WARRANTY OF MERCHANTABILITY OR OF FITNESS FOR PARTICULAR PURPOSE. WE STRONGLY ADVISE THAT YOU CONSULT LOCAL ARCHITECT OR ENGINEER, AND CHECK WITH YOUR LOCAL BUILDING OFFICIAL PRIOR TO APPLYING FOR ANY BUILDING PERMIT AND BEFORE BEGINNING ACTUAL CONSTRUCTION NO -FROST ____ _____________________1 CONS. i________________________________; FROST CONSTRUCTION FRONT OIL19VA76ob HARDBOARD SIDING SCALE- VB'•1'-D' METAL DRIP SHINGLES EDGE ...,,• �....,.......... --_.-.-. LL NO-FROST---+f__----------------------------- __-________-__________-________ COS. ;---------------- - - - - -- - -- -------- - - - - - - - - - - - - ------------ FROST CONSTRIIUCCT�TIF'ON�1�ppr,,+ rip r�11n G� Tip Ir -'WOO U110 LS LSLSVQIIQOUV VINYL SIDING SCALE) 1/8'•1'-D' METAL DRIP— EDGE 4X8' GROOVED SIDING NO -FROST --� CONS. - 4 FROST CONSTRUCTCTII1ON�NI INT�II�I2�IIII I FRIEDT )SLS L91J Q 11 ��UV 08' GROOVED SIDING SCALE; 1/8'•1'-0' ------------------------------- S _4 WOG=WW LNL E W AToob 08' GROOVED SIDING VINYL SIDING HARDBOARD SIDING SCALE: 1/8'-10' 1x6 W/ ALUMINUM FASCIA NfR VINYL COMB TRIM 1X4' TRIM STARTER STRIP 1X6 FASCIA TRIM 1X4' CORER BOARD 1X4' TRIM GUMMY OLOWATUIE b 4k8' GROOVED SIDING SCALE: 118'•l' -O' VINYL SIDING HARDBOARD SIDING T- ® 11 SIDING— SIDING 18' 18' E' E' E' E' 18' O' 18' 16' O' E' 18' 16' ; ON 3032 16' OR EQUIVALENT -•I oov. 0050, ommm // // // //. -•I -•I //. // To //. 1 1 1 1 1 1 1 1 1 08' GROOVED SIDING SCALE; 1/8'•1'-0' ------------------------------- S _4 WOG=WW LNL E W AToob 08' GROOVED SIDING VINYL SIDING HARDBOARD SIDING SCALE: 1/8'-10' 1x6 W/ ALUMINUM FASCIA NfR VINYL COMB TRIM 1X4' TRIM STARTER STRIP 1X6 FASCIA TRIM 1X4' CORER BOARD 1X4' TRIM GUMMY OLOWATUIE b 4k8' GROOVED SIDING SCALE: 118'•l' -O' VINYL SIDING HARDBOARD SIDING I LAFT OL IEWATOub 08' GROOVED SIDING SCALE. 1/8••1'-0' VINYL SIDING HIAIDBMARD SIDING PANEL HL9wz%79Eoms 3 V2' T- ® 11 SIDING— SIDING 18' 18' E' E' E' E' 18' O' 18' 16' O' E' 18' 16' ; ON 3032 16' OR EQUIVALENT 76' I LAFT OL IEWATOub 08' GROOVED SIDING SCALE. 1/8••1'-0' VINYL SIDING HIAIDBMARD SIDING PANEL HL9wz%79Eoms 3 V2' A, E-0 RS 18' 18' E' E' E' E' 18' O' 18' 16' O' E' 18' 16' 1B' 18' E' 16' 18' 76' E' 10' E' 1B' 9'-6' Uzi T 'ING u m A _ ?P ` r qq F N SHIM E r 1217 3/4X9SPACV2' MICRD-LAM BEAM (SEE HEADER DETAIL) 2X4' JAMB 6 CRIPPLE 2X4' CRIPPLE SLAB AT DOOR -4D -FROST 4 SHIM SPACE r 1211 3/4X9 V2' MICROiAM BEAM (SEE HEADER DETAIL) I- 2X4' JANE 8 CRIPPLE 2X4' CRIPPLE SLAB AT DOOR -W -FROST 4 r SHIM SPACE r (2N 3/4X9 V2' MICRO -LAM BEAM (SEE HEADER DETAIL) 2X4' JANE 8 CRIPPLE 2X4' CRIPPLE SLAB AT OOOR+If)-FROST 4 75 SLAB AT DOORfROST Y SLAB AT DOOR -FROST a SLAB AT DOOR -FROST < ti PANEL 'G' 91-61 10• PANEL 1' 91-61 .E. PANEL 'J' PANEL 'M 916* a FFFiii �. HEADER LENGTH HEADER LENGTH HEADER LEGTH 32'-0' 71 7A" FRONT WALL. FORLAARNIN 19L19VATUCH 12'-0. PRE-B4GINEEREO ROOF TNI155r SII,\ // \SII /.r 111\ Ix FURRING FOR SIDING APPLICATION /I�/II� �I I� \�VIII[1lAAff/ VIIIL•1CIIVV/ �I AT BOTH GABLE ENDS 1016' 1,18' L 16' 1,10' 16, L16, L16, 1, IS, 1'18' —2'X4' TIE PLATE- �f 12' .... ... ., ,,. A' 2'x4' TOP PLATE—SLI `—PANEL 'G' TOP PANEL 'I 8 'J' 9' (TOP) 2X4' WALL STUDS AT 16" O.C. T -TYPE WALL BRACING NOTCH INTO STUDS 2X4' PRESSURE �— BOTTOM TIE PLATT® Wo VE IFY ROUGH OPENING - W/MFCRR. SPECIFICATIONS �o®a4 ��� r���aob0 O�OVLaToOo nM SCALE. 1/411'-0' 12'-O' ,T -td' 24' 24' 24' L. 24' 1, 24' 1, 24' 24' 24' 24' 24' 24' 24' 24' 24' 1' -TBP° POE-ENGINEB±ED ROOF TRUSS I \� 24' D.G. /�//SII% \\1J'1I11�AI Vlnll1IIY// —AT BOTH FOR SIDING APPLICATION I I I I i18' .18' 1,16' I, 18, �E' Ix 16' '16. 1,18' 1,18' 1,16' 1,18' L16' L0 1,78' 118' 1,18' 1,18' Llw L 2X4' TIE PLATE - v ue P -u RS (EAGER W/MFGR. SPECIFICATIONS R2 Uzi T 'ING EAT® E. 10• 13• 10• 10• .6. .E. O. a FFFiii �. 18• E. 11 .E. .E. 1118 V2 TI18 1/2' 11 111 PAKi •F• 11 11 11 1�1'vj �18 t18 1,18 1,18 �70 1,18 �18' 18' �, 18'_ I, E' 1,18 `70' T- �I 101-91 7 1 '1 'I 'I •I 'I 'I 16'_0. -� oeun q PAW 'A' MAN MILD IFENMO(`Jln0 OILOVAT000nM SCALE: 1/4'•1'-0' PRE-ENGINEERED WOOD ROOF - TRUSS ROOF SHINGLES OVER — IP ROOFING FELT ON X' EXTERIOR ROOF SHEATHING EXTERIOR FINISH MATERIAL — SEE DEATILS FOR SPECIFIC SIDING APPLICATIONS (oke' GROOVED SIDING SHOWN) 2X4' WALL STUDS 10' O.C. Cl (2)'S REBARS �— 2X4' TIE PLATE , 2X4' TOP PLATE NOTE PROVROE TWO SIM .CON HS' HGIRRICANE NCA) TO F,Q STEN TRu Sr T Q ? 1 - Y2.-0. S7RONC-TIE 2 S O2 E@VA (- TOP PLATE .O• e �_ 4' GRAVEL BASE 12' 8' 4' CONCRETE SLAB 1 6X6'-2.W.g W.W.F. (�0 G�fl❑o �T 6❑o ffJT r59LarcygnE3 11_ SIDING OPTIONS VINYLGOOVED SIDING (SHOWN) �U�LS DDuVO '"'cII�O��❑O BV HAR)BOARD SCALE) 1/2'-1'-0' 2X4' TOP PLATE - 2X4' WALL STIR; AT 1B' O.C. T -TYPE WALL BHA NOTCH INTO STUD: 2X4' PRESSURE TI BOTTOM TIE PLAT CORN WALL F99AAG UNUM OILOVATUCH SCALE- V4%1' -D' 12' NOTE P2OV16E SIMPrON STROAIC SP2 STuO PLATE' TIE 2X4' TIEPLATE EQVAL 77`2 FASTEN TOP 2X4' T I PLATE PLATE TO STUD EXTERIOR FINISH MATERIAL m F SEE DEATILS FOR SPECIFIC SIDING APPLICATIONS S Ok8' GROOVED SIDING SHOWN) gy NOTE pRov/OE rllApro^j STROIvC-TIE SP/ J7uD PLA TE- TIE 02 EQUAL. TO FATTEN 8077`0^1 PLATE S TO F/O TOP OF CONCRETE VARIES SLAB ELEV. O'2' T.O. STEM 0'-0' P. • W 4' GRAVEL BASE --------- 4' ' • ° .0 6N - 4' CONCRETE SLAB W/ 1F NEW � 6X6' -2.W.9 W.W.F. 8' CONCRETE STEM • °� J Aim WALL ° • o W r PB'4 REBARS 4 522 6 4' Esse®� igognoD aT CL?OE3 rHaypjMCL?T00M 123 3'-2' QY2XB rnTFi VERIFY ROUGH OPENING 3w (EAGER W/MFGR. SPECIFICATIONS R2 T 'ING EAT® E. 10• 13• 10• 10• .6. .E. O. .E. .E. �. 18• E. .R. .E. .E. 1118 V2 TI18 1/2' oeuo •�• PAKi •F• CORN WALL F99AAG UNUM OILOVATUCH SCALE- V4%1' -D' 12' NOTE P2OV16E SIMPrON STROAIC SP2 STuO PLATE' TIE 2X4' TIEPLATE EQVAL 77`2 FASTEN TOP 2X4' T I PLATE PLATE TO STUD EXTERIOR FINISH MATERIAL m F SEE DEATILS FOR SPECIFIC SIDING APPLICATIONS S Ok8' GROOVED SIDING SHOWN) gy NOTE pRov/OE rllApro^j STROIvC-TIE SP/ J7uD PLA TE- TIE 02 EQUAL. TO FATTEN 8077`0^1 PLATE S TO F/O TOP OF CONCRETE VARIES SLAB ELEV. O'2' T.O. STEM 0'-0' P. • W 4' GRAVEL BASE --------- 4' ' • ° .0 6N - 4' CONCRETE SLAB W/ 1F NEW � 6X6' -2.W.9 W.W.F. 8' CONCRETE STEM • °� J Aim WALL ° • o W r PB'4 REBARS 4 522 6 4' Esse®� igognoD aT CL?OE3 rHaypjMCL?T00M 123