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187 East Coast Dr RES20-0318 New Single Family Home PacketOWNER:ADDRESS:CITY:STATE:ZIP: HIPP ROBERT C JR 187 E COAST DR ATLANTIC BEACH FL 32233-5218 COMPANY:ADDRESS:CITY:STATE:ZIP: Glenn Layton Homes, LLC 4314 Pablo Oaks Ct Jacksonville FL 32224 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172543 0000 ATLANTIC BEACH TERRACE JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 187 EAST COAST DR RESIDENTIAL NEW SINGLE FAMILY RESIDENCE NEW SINGLE FAMILY HOME $403423.40 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC UTILITIES UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247-5878. 2 PUBLIC UTILITIES METER BOX SEWER CLEAN OUT INFORMATIONAL Notes: Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 3Issued Date: 1/15/2021 PERMIT NUMBER RES20-0318 ISSUED: 1/15/2021 EXPIRES: 7/14/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 3 PUBLIC UTILITIES RT1 SEWER CLEANOUT INFORMATIONAL Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. 4 PUBLIC UTILITIES INSPECTION PRIOR TO DEMOLITION INFORMATIONAL Notes: MUST CALL the Inspection Line at 247-5814 to request an inspection of the disconnected and capped water and sewer lines prior to demolition. 5 PUBLIC UTILITIES ADDITIONAL COMMENTS PUBLIC UTILITIES INFORMATIONAL Notes: All water & sewer utility connections must be inspected prior to cover up. Please call the inspection line at 247-5814 to schedule inspections 24 hours in advance. Failure to do so will result in future failed inspections and additional fees. 6 PUBLIC WORKS DRIVEWAY APRON INFORMATIONAL Notes: All concrete driveway aprons must be 5 inches thick, 4000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the City right-of-way. 7 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 8 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 9 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 10 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 11 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 12 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 2 of 3Issued Date: 1/15/2021 PERMIT NUMBER RES20-0318 ISSUED: 1/15/2021 EXPIRES: 7/14/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $1392.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $696.00 CROSS CONNECTION 400-0000-343-3701 0 $50.00 PU REVIEW RESIDENTIAL BLDG 001-0000-329-1007 0 $50.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $32.07 STATE DCA SURCHARGE 455-0000-208-0600 0 $21.38 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $2,516.45 13 PUBLIC WORKS MAXIMUM DRIVEWAY INFORMATIONAL Notes: Maximum driveway width within the City right-of-way is 20 feet. 14 PUBLIC WORKS TOPO SURVEY INFORMATIONAL Notes: Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. 15 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 16 PUBLIC WORKS OTHER PUBLIC WORKS CONDITION INFORMATIONAL Notes: Pool permit must be applied for separate from house permit. 3 of 3Issued Date: 1/15/2021 PERMIT NUMBER RES20-0318 ISSUED: 1/15/2021 EXPIRES: 7/14/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $2,566.45 RES20-0318 Address: 187 EAST COAST DR APN: 172543 0000 $2,566.45 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $1,392.00 BUILDING PERMIT 455-0000-322-1000 0 $1,392.00 BUILDING PLAN REVIEW $696.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $696.00 PUBLIC UTILITIES $50.00 CROSS CONNECTION 400-0000-343-3701 0 $50.00 PUBLIC UTILITIES PLAN REVIEW $100.00 PU REVIEW RESIDENTIAL BLDG 001-0000-329-1007 0 $50.00 PU REVIEW RESIDENTIAL BLDG 001-0000-329-1007 0 $50.00 PUBLIC WORKS PLAN REVIEW $125.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE SURCHARGES $53.45 STATE DBPR SURCHARGE 455-0000-208-0700 0 $32.07 STATE DCA SURCHARGE 455-0000-208-0600 0 $21.38 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R14599 $2,566.45 Printed: Friday, January 15, 2021 10:17 AM Date Paid: Friday, January 15, 2021 Paid By: Glenn Layton Homes, LLC Pay Method: CREDIT CARD 413920931 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R14599 R E S 2 0 - 0 3 1 8 PUBLIC UTILITIES PLAN REVIEW COMMENTS Date: Application #: Project Address: APPLICATION TRACKING COMMENTS Check Box to Add Comment Check Box to Print Underground Water Sewer Utilities Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247-5878.   Meter Boxes Sewer Cleanout Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible.   RT1 Sewer Cleanout A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible.   RPZ Backflow A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities.   Sensus Touch-Read Meter Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch-read meter in a properly sized vault and an appropriate backflow preventer installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities.   Fire Sprinkler Backflow Requirement If fire sprinkler system is provided, call 247-5878 for backflow requirements. At a minimum, will require a double check backflow preventer.   Fire Line Meter Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2” must be installed in a vault as noted in JEA specifications.   Utility Map See attached Utility Map.   Disconnect & Cap Disconnect and cap water and sewer lines.   Inspection Prior MUST call the Inspection Line at 247-5814 to request an inspection of the disconnected and capped water and sewer lines PRIOR to demolition.   Utility Inspections All water & sewer utility connections must be inspected prior to cover up. Please call the inspection line at 247-5814 to schedule inspections 24 hours in advance. Failure to schedule utility connections may result in failed inspections and additional fees, and delays in utility services.   System Development Fees All fees must be paid for water & sewer connections before meters will be set. Please call the finance department customer service line 247-5816 to coordinate payment of fees.     Page 1 of 2 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BULLETIN 2-18 To: All Permit Applicants. From: Dan Arlington, CBO City Building Official Date: May 9, 2018 Re: PRE-CONSTRUCTION, FORM BOARD, AND FINAL POST- CONSTRUCTION SURVEYS REQUIRED. Per COAB, Section 24-66(a), a PRE-CONSTRUCTION TOPOGRAPHICAL SURVEY and a POST- CONSTRUCTION TOPOGRAPHICAL SURVEY are required for any new development. Sec. 24-66. - Stormwater, drainage, storage and treatment requirements. (a) Topography and grading. All lots and development sites shall be constructed and graded in such a manner so that the stormwater drains to the adjacent street, an existing natural element used to convey stormwater (see section 22-303, definitions: Stormwater management system), or a city drainage structure after meeting onsite storage requirements, as set forth within this section. The city shall be provided with a pre-construction topographical survey prior to the issuance of a development permit and a post-construction topographical survey prior to the issuance of a certificate of occupancy. Elevations in all topographic surveys will be referenced to NAVD 1988. Said surveys shall be prepared by a licensed Florida surveyor, and the requirement for either or both surveys may be waived by the director of public works if determined to be unnecessary. 1. A pre-construction topographical survey must be provided with the building permit application for any new development over 250 square feet. 2. A site survey, showing Finished Floor Elevation (FFE), Building Restriction Lines (BRL), and distances to property lines must be on site for the Slab Inspection, where the proposed structures are less than 0.5 feet from any BRL. NOTE: A Form Board Elevation Certificate, signed by a licensed surveyor, may suffice, where the proposed structures are greater than 0.5 feet from all BRLs. (Blank Form Board Certificates are provided by the City) 3. A final post-construction topographical survey must be provided before the Final Inspections can be scheduled. Page 2 of 2 The surveys must be original document; prepared by a licensed surveyor; signed, sealed, and dated; drawn to scale; and should be of sufficient size and clarity to indicate the location, nature, and extent of the new work and the existing structures on the site. The surveys must also show the locations and dimensions of the following: all impervious surfaces, pavers (new and previously existing, not removed by construction), setbacks, distances from lot lines, finished floor elevation, street address, site drainage patterns, and established finished grades. Where on-site stormwater retention is required, elevations must be shown to fully define the retention areas. All elevations should reference NAVD 1988 and the elevation and location of the benchmark for the survey should be indicated. If the structure is located in a flood zone, please provide finish floor elevations for all floor levels, including garages, enclosures, and habitable spaces. Additionally, a preliminary FEMA Elevation Certificate is required before the slab is poured and a final Elevation Certificate is required before final C.O. inspection, per FEMA and NFIP Guidelines. Other features to be shown include flood zone boundary lines, base flood elevations (BFE), flood ways, the Coastal Construction Control Line (CCCL), all easements, storm water retention areas, all storm water requirements of COAB, Land Development Regulations, Section 24-66 and any other development features. All fill dirt must be approved by Public Works before delivery. The pre-construction, form board, and final post-construction surveys are important documents for ensuring adequate drainage throughout neighborhoods, code compliance, and archiving this information in the permanent record. We appreciate your cooperation in this matter. DJA 5/9/2018, 10/02/2018 RES20-0318 RES20-0318 RES20-0318 I N D E X O F D R A W I N G S 1 2 5 C S 6 9 S L A B P L A N F L O O R P L A N S E X T E R I O R E L E V A T I O N S & R O O F P L A N S C O V E R S H E E T W A L L S E C T I O N S E L E C T R I C A L P L A N S S Q U A R E F O O T A G E T A B U L A T I O N F L O R I D A B U I L D I N G C O D E 6 t h E D I T I O N ( 2 0 1 7 ) , R E S I D E N T I A L N F P A 7 0 - 2 0 1 4 N A T I O N A L E L E C T R I C C O D E G O V E R N I N G B U I L D I N G C O D E S : O C C U P A N C Y : G R O U P R ( R E S I D E N T I A L ) C O N S T R U C T I O N T Y P E : V - B C O V E R E D B A L C O N Y 8 0 S E C O N D F L O O R L I V I N G 1 0 2 0 8 F L A S H I N G D E T A I L S F I R S T F L O O R L I V I N G 1 1 3 6 T H E R M A L E N V E L O P E V O L U M E ( V E R I F Y W / A T T A C H E D E N E R G Y C A L C U L A T I O N S ) C O V E R E D E N T R Y 2 1 T O T A L L I V I N G 2 1 5 6 A T L A N T I C B E A C H , F L 3 2 2 3 3 1 8 7 E A S T C O A S T D R I V E L O T 1 7 - A T L A N T I C B E A C H T E R R A C E D U V A L C O U N T Y , F L O R I D A 7 W A L L S E C T I O N S Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2020 Copyrightc 2 0 - 1 0 5 9 K 1 7 0 0 1/4" = 1'-0" JBF 10/14/2020 Revisions: THE HIPP RESIDENCE 2156 SQ FT (LIVING) assumes no liability for any home constructed from these plans. It is the responsibility of the purchaser, builder or contractor to verify all dimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to be reproduced or copied in any form or manner whatsoever without the written permission of Klaybor & Associates, inc. Klaybor & Associates, Inc. 187 EAST COAST DRIVE B u i l d i n g D e p t : Residential Designers & ASSOCIATES LAYBOR ATLANTIC BEACH, FL 32233 F U T U R E S T U D I O 4 1 1 T O T A L H O U S E C O V E R E D 2 2 5 7 D E T A C H E D G A R A G E 5 4 3 S E C O N D F L O O R 1 0 , 5 8 8 C U B I C F T F I R S T F L O O R 1 1 , 3 6 0 C U B I C F T T O T A L G A R A G E C O V E R E D 9 5 4 R E # : 1 7 2 5 4 3 - 0 0 0 0 3 S T A I R D E T A I L S & B U I L D I N G S E C T I O N S T O T A L D W E L L I N G U N I T 2 1 , 9 4 8 C U B I C F T 4 E X T E R I O R E L E V A T I O N S C S G L E N N L A Y T O N H O M E S T H E H I P P R E S I D E N C E Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2020 Copyrightc 2 0 - 1 0 5 9 K 1 7 0 0 1/4" = 1'-0" JBF 10/14/2020 Revisions: THE HIPP RESIDENCE 2156 SQ FT (LIVING) assumes no liability for any home constructed from these plans. It is the responsibility of the purchaser, builder or contractor to verify all dimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to be reproduced or copied in any form or manner whatsoever without the written permission of Klaybor & Associates, inc. Klaybor & Associates, Inc. 187 EAST COAST DRIVE B u i l d i n g D e p t : Residential Designers & ASSOCIATES LAYBOR ATLANTIC BEACH, FL 32233 1 G L E N N L A Y T O N H O M E S Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2020 Copyrightc 2 0 - 1 0 5 9 K 1 7 0 0 1/4" = 1'-0" JBF 10/14/2020 Revisions: THE HIPP RESIDENCE 2156 SQ FT (LIVING) assumes no liability for any home constructed from these plans. It is the responsibility of the purchaser, builder or contractor to verify all dimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to be reproduced or copied in any form or manner whatsoever without the written permission of Klaybor & Associates, inc. Klaybor & Associates, Inc. 187 EAST COAST DRIVE B u i l d i n g D e p t : Residential Designers & ASSOCIATES LAYBOR ATLANTIC BEACH, FL 32233 2 G L E N N L A Y T O N H O M E S JBF 12/28/2020 1 2 / 2 8 / 2 0 2 0 1 2 / 2 8 / 2 0 2 0 3 Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2020 Copyrightc 2 0 - 1 0 5 9 K 1 7 0 0 1/4" = 1'-0" JBF 10/14/2020 Revisions: THE HIPP RESIDENCE 2156 SQ FT (LIVING) assumes no liability for any home constructed from these plans. It is the responsibility of the purchaser, builder or contractor to verify all dimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to be reproduced or copied in any form or manner whatsoever without the written permission of Klaybor & Associates, inc. Klaybor & Associates, Inc. 187 EAST COAST DRIVE B u i l d i n g D e p t : Residential Designers & ASSOCIATES LAYBOR ATLANTIC BEACH, FL 32233 G L E N N L A Y T O N H O M E S 4 Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2020 Copyrightc 2 0 - 1 0 5 9 K 1 7 0 0 1/4" = 1'-0" JBF 10/14/2020 Revisions: THE HIPP RESIDENCE 2156 SQ FT (LIVING) assumes no liability for any home constructed from these plans. It is the responsibility of the purchaser, builder or contractor to verify all dimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to be reproduced or copied in any form or manner whatsoever without the written permission of Klaybor & Associates, inc. Klaybor & Associates, Inc. 187 EAST COAST DRIVE B u i l d i n g D e p t : Residential Designers & ASSOCIATES LAYBOR ATLANTIC BEACH, FL 32233 G L E N N L A Y T O N H O M E S JBF 12/28/2020 1 2 / 2 8 / 2 0 2 0 1 2 / 2 8 / 2 0 2 0 5 Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2020 Copyrightc 2 0 - 1 0 5 9 K 1 7 0 0 1/4" = 1'-0" JBF 10/14/2020 Revisions: THE HIPP RESIDENCE 2156 SQ FT (LIVING) assumes no liability for any home constructed from these plans. It is the responsibility of the purchaser, builder or contractor to verify all dimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to be reproduced or copied in any form or manner whatsoever without the written permission of Klaybor & Associates, inc. Klaybor & Associates, Inc. 187 EAST COAST DRIVE B u i l d i n g D e p t : Residential Designers & ASSOCIATES LAYBOR ATLANTIC BEACH, FL 32233 G L E N N L A Y T O N H O M E S JBF 12/28/2020 1 2 / 2 8 / 2 0 2 0 6 Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2020 Copyrightc 2 0 - 1 0 5 9 K 1 7 0 0 1/4" = 1'-0" JBF 10/14/2020 Revisions: THE HIPP RESIDENCE 2156 SQ FT (LIVING) assumes no liability for any home constructed from these plans. It is the responsibility of the purchaser, builder or contractor to verify all dimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to be reproduced or copied in any form or manner whatsoever without the written permission of Klaybor & Associates, inc. Klaybor & Associates, Inc. 187 EAST COAST DRIVE B u i l d i n g D e p t : Residential Designers & ASSOCIATES LAYBOR ATLANTIC BEACH, FL 32233 G L E N N L A Y T O N H O M E S 7 Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2020 Copyrightc 2 0 - 1 0 5 9 K 1 7 0 0 1/4" = 1'-0" JBF 10/14/2020 Revisions: THE HIPP RESIDENCE 2156 SQ FT (LIVING) assumes no liability for any home constructed from these plans. It is the responsibility of the purchaser, builder or contractor to verify all dimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to be reproduced or copied in any form or manner whatsoever without the written permission of Klaybor & Associates, inc. Klaybor & Associates, Inc. 187 EAST COAST DRIVE B u i l d i n g D e p t : Residential Designers & ASSOCIATES LAYBOR ATLANTIC BEACH, FL 32233 G L E N N L A Y T O N H O M E S JBF 12/28/2020 1 2 / 2 8 / 2 0 2 0 8 Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2020 Copyrightc 2 0 - 1 0 5 9 K 1 7 0 0 1/4" = 1'-0" JBF 10/14/2020 Revisions: THE HIPP RESIDENCE 2156 SQ FT (LIVING) assumes no liability for any home constructed from these plans. It is the responsibility of the purchaser, builder or contractor to verify all dimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to be reproduced or copied in any form or manner whatsoever without the written permission of Klaybor & Associates, inc. Klaybor & Associates, Inc. 187 EAST COAST DRIVE B u i l d i n g D e p t : Residential Designers & ASSOCIATES LAYBOR ATLANTIC BEACH, FL 32233 G L E N N L A Y T O N H O M E S Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2020 Copyrightc 2 0 - 1 0 5 9 K 1 7 0 0 1/4" = 1'-0" JBF 10/14/2020 Revisions: THE HIPP RESIDENCE 2156 SQ FT (LIVING) assumes no liability for any home constructed from these plans. It is the responsibility of the purchaser, builder or contractor to verify all dimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to be reproduced or copied in any form or manner whatsoever without the written permission of Klaybor & Associates, inc. Klaybor & Associates, Inc. 187 EAST COAST DRIVE B u i l d i n g D e p t : Residential Designers & ASSOCIATES LAYBOR ATLANTIC BEACH, FL 32233 9 G L E N N L A Y T O N H O M E S 130CENCLOSEDRESIDENTIALIINO S H E E T I N D E X S 0 . 0 G E N E R A L N O T E S S 0 . 1 F O U N D A T I O N P L A N S D . 0 F O U N D A T I O N D E T A I L S S 1 . 0 1 S T L E V E L F R A M I N G S 1 . 1 1 S T L E V E L R O O F / F L O O R S 2 . 0 2 N D L E V E L F R A M I N G S 2 . 1 2 N D L E V E L R O O F S D . 1 D E T A I L S S D . 2 D E T A I L S S D . 3 D E T A I L S ROOF-C&C DESIGN PRESSURES (ULT)LOCATIONAREA(SF)POSITIVE(ALL ZONES)ZONE 1(psf)ZONE 2(psf)ZONE 3(psf)ROOF 0-10 +38.28 -41.82 -48.91 -48.9111-20 +30.81 -39.69 -46.78 -46.7821-50 +20.94 -36.87 -43.96 -43.9651+ +16.00 -34.74 -41.82 -41.82OVERHANGS0-10- - - - -77.27 -77.2711-20- - - --75.13 -75.1321-50- - - --72.31 -72.3151+- - - --70.18 -70.18 C&C DESIGN PRESSURES (ULT)LOCATIONAREA(SF)INTERIOR ZONE 4(psf)END ZONE 5(psf)WALLS,WINDOWS, &DOORS 10 +41.82 -45.37 +41.82 -56.0020 +39.94 -43.48 +39.94 -52.2350 +37.45 -40.99 +37.45 -47.25100 +35.57 -39.11 +35.57 -43.48200+33.68 -37.23 +33.68 -39.721000 +31.19 -34.74 +31.19 -34.7416FT GARAGEDOOR+33.68 -39.72SOFFITS+41.82 -45.37 +41.82 -56.00ASD ALLOWABLE PRESSURES= 0.6*(ULT)a= 4.0FTROOF ZONES WALL ZONES (GENERIC BUILDING SHOWN)aa 554 54533222222222aaaa11123aa132221aaHIPGABLEROOF ZONES (GENERIC BUILDING SHOWN) A B B R E V I A T I O N S A C I A M E R I C A N C O N C R E T E I N S T I T U T E A D D T A D D I T I O N A L A N S I A M E R I C A N N A T I O N A L S T A N D A R D S I N S T I T U T E A P A T H E E N G I N E E R E D W O O D A S S O C I A T I O N A R C H A R C H I T E C T U R A L D R A W I N G S A S C E A M E R I C A N S O C I E T Y O F C I V I L E N G I N E E R S A S D A L L O W A B L E S T R E S S D E S I G N A S T M A M E R I C A N S O C I E T Y F O R T E S T I N G A N D M A T E R I A L S A T R A L L - T H R E A D R O D A W P A A M E R I C A N W O O D P R O T E C T I O N A S S O C I A T I O N B C B O T T O M C H O R D B C S I B U I L D I N G C O M P O N E N T S A F E T Y I N F O R M A T I O N B R G B E A R I N G C & C C O M P O N E N T S & C L A D D I N G C O N C C O N C R E T E C d L O A D D U R A T I O N F A C T O R C O N T C O N T I N U O U S C M U C O N C R E T E M A S O N R Y U N I T D B L D O U B L E D I A G D I A G O N A L D L D E A D L O A D D O C D E P A R T M E N T O F C O M M E R C E E O R E N G I N E E R O F R E C O R D E W E A C H W A Y E W P E N G I N E E R E D W O O D P R O D U C T f ' c C O N C R E T E C O M P R E S S I V E S T R E N G T H F B C F L O R I D A B U I L D I N G C O D E F D N F O U N D A T I O N F F E F I N I S H E D F L O O R E L E V A T I O N f ' m M A S O N R Y C O M P R E S S I V E S T R E N G T H F R C F L O R I D A R E S I D E N T I A L C O D E F T F E E T F T G F O O T I N G G C p i I N T E R N A L P R E S S U R E C O E F F I C I E N T H D R H E A D E R H G T H E I G H T I L O I N L I E U O F k s i K I P S P E R S Q U A R E I N C H L L L I V E L O A D L S L L A M I N A T E D S T R A N D L U M B E R ( 1 . 5 5 E - 1 3 4 " W I D E P L I E S U N O ) L V L L A M I N A T E D V E N E E R L U M B E R ( 2 . 0 E - 1 3 4 " W I D E P L I E S U N O ) M A X M A X I M U M M I N M I N I M U M N D S N A T I O N A L D E S I G N S P E C I F I C A T I O N N o . N U M B E R O C O N C E N T E R O S B O R I E N T E D S T R A N D B O A R D P E R P P E R P E N D I C U L A R P L T P L A T E p s f P O U N D S P E R S Q U A R E F O O T p s i P O U N D S P E R S Q U A R E I N C H P T P R E S S U R E T R E A T E D R E I N F R E I N F O R C E M E N T R E Q R E Q U I R E D R S R S R O O F S H E A T H I N G R I N G S H A N K S B C A S T R U C T U R A L B U I L D I N G C O M P O N E N T S A S S O C I A T I O N S E I S T R U C T U R A L E N G I N E E R I N G I N S T I T U T E S F S Q U A R E F E E T ( A R E A ) S I M S I M I L A R T O D E T A I L / C A L L O U T S P F S P R U C E P I N E F I R S W S H E A R W A L L S Y P S O U T H E R N Y E L L O W P I N E T C T O P C H O R D T L T O T A L L O A D T M S T H E M A S O N R Y S O C I E T Y T O P T O P O F P L A T E T O M T O P O F M A S O N R Y T P I T R U S S P L A T E I N S T I T U T E T Y P T Y P I C A L U L T U L T I M A T E U N O U N L E S S N O T E D O T H E R W I S E W / W I T H W / O W I T H O U T W S P W O O D S T R U C T U R A L P A N E L W W F W E L D E D W I R E F A B R I C WOOD FRAMING1. ALL WOOD AND WOOD-BASED P R O D U C T S H A V E B E E N D E S I G N E D I N A C C O R D A N C E WITH NDS FOR WOOD CONSTR U C T I O N A N D N D S S U P P L E M E N T ( 2 0 1 5 ) 2. ALL STRUCTURAL SAWN LUMBE R A N D E N G I N E E R E D W O O D P R O D U C T S H A L L B E IDENTIFIED BY GRADE MARK OF A N A C C R E D I T E D L U M B E R G R A D I N G O R I N S P E C T I O N AGENCY3. ALL STRUCTURAL WOOD OR W O O D - B A S E D M E M B E R S I N C O N T A C T W I T H S O I L , CONCRETE, MASONRY, OR EXP O S E D T O W E A T H E R S H A L L B E P T A C C O R D I N G T O AWPA U1 AND/OR AWPA M4, BA S E D O N I N T E N D E D U S E . 4. REFERENCE FRC TABLE R602.3 F O R C O D E P R E S C R I B E D C O N N E C T I O N S . A L L F R A M I N G CONNECTIONS SPECIFIED ON P L A N A R E I N A D D I T I O N T O T H E S E M I N C O D E REQUIREMENTSROOF, FLOOR, & WALL SHEAT H I N G 1. ALL WOOD STRUCTURAL PANEL S H E A T H I N G S H A L L C O N F O R M T O D O C P S 1 O R D O C PS 22. PANELS SHALL BE IDENTIFIED F O R G R A D E , B O N D C L A S S I F I C A T I O N , A N D PERFORMANCE CATEGORY BY A G R A D E M A R K O R C E R T I F I C A T E O F I N S P E C T I O N ISSUED BY AN APPROVED AGEN C Y 3. SEE FRAMING NOTES FOR SHE A T H I N G T H I C K N E S S , S P A N R A T I N G , F A S T E N I N G , A N D BLOCKING REQUIREMENTS4. ALL SHEATHING SHALL BE INST A L L E D W I T H L O N G D I M E N S I O N ( S T R E N G T H A X I S ) PERPENDICULAR TO SUPPORTS U N O O N P L A N CONCRETE1. ALL CONCRETE HAS BEEN DESI G N E D I N A C C O R D A N C E W I T H A C I 3 1 8 " B U I L D I N G C O D E REQUIREMENTS FOR STRUCTU R A L C O N C R E T E A N D C O M M E N T A R Y " ( 2 0 1 4 ) 2. MIXING AND DELIVERY OF CON C R E T E S H A L L C O M P L Y W I T H A C I 3 1 8 , A C I 3 0 1 , A N D A S T M C94. CONCRETE SLUMP NOT TO E X C E E D 6 " I N A C C O R D A N C E W I T H A S T M C 1 4 3 3. CONCRETE SHALL MEET THE MI N C O M P R E S S I V E S T R E N G T H ( f ' c ) A T 2 8 D A Y S A S FOLLOWS:a. SLABS ON GROUND AND FOO T I N G S f ' c = 2 , 5 0 0 p s i b. STRUCTURAL WALLS, BEAMS , A N D C O L U M N S f ' c = 3 , 0 0 0 p s i 4. STEEL REINFORCING FOR FOOT I N G S S H A L L C O M P L Y W I T H A S T M A 6 1 5 D E F O R M E D BARS AND HAVE A MIN YIELD ST R E N G T H O F 4 0 , 0 0 0 p s i ( G R A D E 4 0 ) 5. SEE FOUNDATION PLAN AND DE T A I L S F O R A L L A D D I T I O N A L C O N C R E T E A N D R E I N F REQUIREMENTS AND SPECIFICA T I O N S 6. SLABS ON GROUND SHALL BE R E I N F O R C E D P E R O N E O F T H E F O L L O W I N G M E T H O D S : a. 6x6 W1.4xW1.4 WWF SHALL P L A C E D I N T H E M I D D L E T O U P P E R T H I R D O F T H E S L A B , SUPPORTED AT A MAX 3FT S P A C I N G , A N D S H A L L C O N F O R M T O A S T M A 1 0 6 4 / A 1 0 6 4 M . EDGES SHALL BE LAPPED A M I N I M U M O F 8 " b. SYNTHETIC FIBER REINFORC E M E N T - F I B E R L E N G T H B E T W E E N 1 2 " - 2 1 4 " . D O S A G E AMOUNTS SHALL BE 0.75-3.0 P O U N D S P E R C U B I C Y A R D I N A C C O R D A N C E W I T H MANUFACTURER'S RECOMM E N D A T I O N S A N D S H A L L C O M P L Y W / A S T M C 1 1 6 MASONRY1. ALL MASONRY HAS BEEN DESIG N E D I N A C C O R D A N C E W I T H A N D S H A L L B E CONSTRUCTED IN ACCORDANC E T O T M S 4 0 2 / A C I 5 3 0 / A S C E 5 ( 2 0 1 3 ) 2. ALL CMU SHALL CONFORM TO A S T M C 9 0 A N D B E N O R M A L W E I G H T W / M I N COMPRESSIVE STRENGTH OF 2, 0 0 0 p s i ( f ' m = 1 , 5 0 0 p s i ) 3. ALL MASONRY SHALL BE LAID I N R U N N I N G B O N D P A T T E R N W / F U L L M O R T A R B E D S 4. MORTAR SHALL CONFORM TO A S T M C 2 7 0 A N D S H A L L B E T Y P E M O R T Y P E S W I T H M I N COMPRESSIVE STRENGTH OF 2, 0 0 0 p s i A T 2 8 D A Y S . 5. ALL GROUT USED IN MASONRY C O N S T R U C T I O N S H A L L B E I N A C C O R D A N C E W I T H ASTM C476. GROUT SHALL HAV E T H E M I N C O M P R E S S I V E S T R E N G T H O F 2 , 0 0 0 p s i A T 2 8 DAYS. GROUT SLUMP SHALL BE B E T W E E N 8 " - 1 1 " 6. STEEL REINFORCING FOR MAS O N R Y S H A L L C O M P L Y W I T H A S T M 6 1 5 D E F O R M E D B A R S AND HAVE A MINIMUM YIELD ST R E N G T H O F 4 0 , 0 0 0 p s i ( G R A D E 4 0 ) 7. ALL MASONRY STEMWALL FOU N D A T I O N S A N D W A L L C E L L S C O N T A I N I N G V E R T I C A L REINF SHALL BE GROUT FILLED S O L I D 8. PRE-CAST LINTELS SHALL BE P R O V I D E D A B O V E A L L O P E N I N G S , T E M P O R A R Y SHORING SHALL BE PROVIDED B Y C O N T R A C T O R F O R A L L L I N T E L S P A N S 6 F T O R GREATERPRE-ENGINEERED WOOD TRU S S E S 1. ALL PRE-ENGINEERED WOOD T R U S S E S S H A L L B E D E S I G N E D A N D M A N U F A C T U R E D I N ACCORDANCE WITH ANSI/TPI 1 ( 2 0 1 4 ) 2. ALL TRUSSES SHALL BE PREPA R E D B Y A D E L E G A T E D L I C E N S E D P R O F E S S I O N A L ENGINEER IN THE STATE OF FL O R I D A A N D S H A L L M E E T O R E X C E E D T H E M I N D E S I G N CRITERIA SPECIFIED ON THESE P L A N S 3. ALL TRUSS-TO-TRUSS, MULTI-P L Y T R U S S C O N N E C T I O N S , A N D B E A M S P R O V I D E D WITHIN THE ROOF AND/OR FLO O R S Y S T E M A R E T H E R E S P O N S I B I L I T Y O F T H E DELEGATED TRUSS ENGINEER A N D S H A L L B E S U B M I T T E D F O R A P P R O V A L T O T H E EOR PRIOR TO FABRICATION4. TRUSSES SHALL BE INSTALLED A N D B R A C E D I N A C C O R D A N C E W I T H T H E S B C A B C S I "GUIDE TO GOOD PRACTICE FO R H A N D L I N G , I N S T A L L I N G A N D B R A C I N G O F M E T A L PLATE CONNECTED WOOD TRU S S E S " 5. ALL TRUSS UPLIFT REACTIONS & U P L I F T C O N N E C T O R S R E Q H A V E B E E N C A L C U L A T E D BY THE EOR, CONNECTORS SP E C I F I E D O N T H I S P L A N S E T S U P E R C E D E C O N N E C T O R S & UPLIFTS SHOWN ON TRUSS M A N U F A C T U R E R ' S S H O P D R A W I N G S 6. CONTACT EOR IF TRUSS CONST R U C T I O N D O C U M E N T S P R O V I D E D B Y T R U S S MANUFACTURER DIFFERS FRO M T H E L A Y O U T S H O W N O N T H I S P L A N S E T M E T A L C O N N E C T O R S C H E D U L E S I M P S O N U S P C O N N E C T I O N A T M E M B E R A N C H O R A G E H 2 . 5 T R T 7 ( 5 ) 8 d x 1 1 2 " E A C H E N D - - H 8 R T 8 A ( 5 ) 1 0 d x 1 1 2 " E A C H E N D - - M T S 1 2 M T W 1 2 ( 7 ) 1 0 d x 1 1 2 " E A C H E N D - - H T S 2 0 H T W 2 0 ( 1 1 ) 1 0 d x 1 1 2 " E A C H E N D - - L G T 3 - S D S 2 . 5 L U G T 3 ( 1 2 ) 1 4 " x 2 1 2 " S D S ( W S 2 5 ) T O G I R D E R ( 2 6 ) 1 6 d S I N K E R S T O S T U D S L G T 4 - S D S 3 L U G T 4 ( 1 6 ) 1 4 " x 3 " S D S ( W S 3 ) T O G I R D E R ( 3 0 ) 1 6 d S I N K E R S T O S T U D S M S T A 2 4 M S T A 2 4 ( 9 ) 1 0 d C O M M O N E A C H E N D - - M S T A 3 6 M S T A 3 6 ( 1 3 ) 1 0 d C O M M O N E A C H E N D - - C S 1 8 C S 2 0 ( 9 ) 1 0 d C O M M O N E A C H E N D - - D T T 2 Z D T B - T Z ( 8 ) 1 4 " x 1 1 2 " W O O D S C R E W S 1 2 " Ø x 4 1 2 " S C R E W A N C H O R O R E M B E D H T T 4 H T T 4 5 ( 1 8 ) 1 6 d x 2 1 2 " 5 8 " Ø A N C H O R W / 6 " E M B E D H T T 5 H T T 4 5 ( 2 6 ) 1 6 d x 2 1 2 " 5 8 " Ø A N C H O R W / 6 " E M B E D A B U 4 4 Z P A U 4 4 ( 1 2 ) 1 6 d C O M M O N 5 8 " Ø A N C H O R W / 7 " E M B E D A B U 6 6 Z P A U 6 6 ( 1 2 ) 1 6 d C O M M O N 5 8 " Ø A N C H O R W / 7 " E M B E D N A I L S I Z E S S P E C I F I C A T I O N D I A M E T E R ( Ø ) L E N G T H 8 d C O M M O N 0 . 1 3 1 " 2 1 2 " 8 d R I N G S H A N K 0 . 1 1 3 " 2 1 2 " 1 0 d x 1 1 2 " 0 . 1 4 8 " 1 1 2 " 1 0 d 0 . 1 3 1 " 3 " 1 0 d C O M M O N 0 . 1 4 8 " 3 " 1 6 d S I N K E R 0 . 1 4 8 " 3 1 4 " 1 6 d C O M M O N 0 . 1 6 2 " 3 1 2 " DESIGN CRITERIAGENERAL NOTESTHIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING: - FLORIDA BUILDING CODE - RESIDENTIAL, 6TH EDITION (2017)- ASCE/SEI 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES"WIND ( Cd = 1.60)WIND SPEED (MPH)EXPOSURE CATEGORYENCLOSURE CLASSIFICATIONOCCUPANCYRISK CATEGORYWIND BOURNE DEBRIS FLOOR LOADING (Cd = 1.00) TC LLTC DLBC LLBC DLBALCONIES/DECKS 60 psf10 psf0 psf5 psfGAME ROOMS 60 psf10 psf0 psf5 psfALL OTHER AREAS 40 psf10 psf0 psf5 psf ROOF LOADING (Cd = 1.25)TC LLTC DLBC LLBC DLSHINGLE/METAL 20 psf7 psf10 psf * 5 psfTILE20 psf15 psf10 psf *5 psf* BC LL NON-CONCURRENT W/ OTHER LL's. INCREASE BC LL TO 20psf IN ATTICAREAS W/ STORAGEDEFLECTION CRITERIAFLOOR: LL L/360TL L/240ROOF:LL L/240TL L/180WALLS: WIND L/360 (STUCCO)WIND L/240 (BRITTLE)WIND L/180 (FLEXIBLE)SOILS1. ALL SLABS ON GROUND AND F O O T I N G S H A V E B E E N D E S I G N E D A S S U M I N G NON-EXPANSIVE SOIL WITH A M I N A L L O W A B L E S O I L C A P A C I T Y O F 2 , 0 0 0 p s f 2. IT IS THE RESPONSIBILITY OF T H E C O N T R A C T O R T O O B T A I N A S O I L S I N V E S T I G A T I O N REPORT FROM A LICENSED GE O T E C H N I C A L E N G I N E E R A N D S H A L L N O T I F Y E O R I F A N Y SOIL CONDITIONS DIFFER FRO M T H E A S S U M P T I O N S S T A T E D O N T H I S P L A N S E T 3. FDN'S SHALL BE FULLY SUPPOR T E D B Y U N D I S T U R B E D N A T U R A L S O I L S O R STRUCTURAL COMPACTED FILL F R E E O F O R G A N I C S , D E B R I S O R A N Y O T H E R DELETERIOUS MATERIAL.4. STRUCTURAL COMPACTED FILL S H A L L B E C O M P A C T E D T O A D E N S I T Y O F A T L E A S T 95% OF THE MODIFIED PROCTO R M A X I M U M D R Y D E N S I T Y . A L L F I L L G R E A T E R T H A N 1 2 " IN DEPTH SHALL BE INSPECTED F O R P R O P E R C O M P A C T I O N P R I O R T O C O N C R E T E POUR IN ACCORDANCE WITH A S T M D 1 5 5 7 5. SOILS SHALL BE TREATED FOR S U B T E R R A N E A N T E R M I T E S O R B Y O T H E R C O D E APPROVED TERMITE PREVENTI O N M E T H O D A N D I S T H E R E S P O N S I B I L I T Y O F T H E CONTRACTOR.6. SLABS ON GROUND SHALL BE P L A C E D O V E R A M I N 6 - M I L ( 0 . 0 0 6 " ) P O L Y E T H Y L E N E VAPOR RETARDER, ALL JOINTS S H A L L B E L A P P E D A M I N I M U M O F 6 " N O T E : A L L C O N N E C T I O N S O N P L A N S H A L L B E W / 1 0 d , U N O N O T E S : 1 . A L L C O N N E C T O R S S P E C I F I E D P E R S I M P S O N S T R O N G - T I E " W O O D C O N S T R U C T I O N C O N N E C T O R S " C A T A L O G ( 2 0 1 9 - 2 0 2 0 ) & U S P " S T R U C T U R A L C O N N E C T O R S , " 5 9 T H E D I T I O N ( 2 0 1 8 ) 2 . A L L C O N N E C T O R S T O B E I N S T A L L E D P E R M A N U F A C T U R E R ' S S P E C I F I C A T I O N S 3 . A N Y C O N N E C T O R S N O T S P E C I F I E D I N T A B L E A B O V E , S H A L L B E I N S T A L L E D P E R T H E M A N U F A C T U R E R ' S S P E C I F I C A T I O N S 4 . P O S I T I V E P L A C E M E N T G U N N A I L S W / E Q U A L D I A M E T E R & M I N 2 1 2 " L O N G M A Y B E U S E D I L O C O M M O N N A I L S O N C S 1 8 S T R A P S , M S T A S T R A P S , A N D A B U P O S T B A S E A N C H O R S 5 . P L A N S P E C I F I E D C O N N E C T O R S M A Y B E S U B S T I T U T E D W / E Q U A L O R G R E A T E R A L T E R N A T I V E A S D E T E R M I N E D B Y P R O D U C T M A N U F A C T U R E R 6 . A L L P O S T - I N S T A L L E D A N D E M B E D A N C H O R S I N C O N C R E T E S H A L L B E I N S T A L L E D W / S I M P S O N S E T - X P , A T - X P , O R E Q U I V A L E N T 7 . F A S T E N E R S , C O N N E C T O R S , A N D A C C E S S O R I E S I N C O N T A C T W I T H P T W O O D S H A L L B E H O T - D I P P E D G A L V A N I Z E D S T E E L O R S T A I N L E S S S T E E L I N A C C O R D A N C E W I T H T H E M A N U F A C T U R E R ' S R E C O M M E N D A T I O N S 8 . I F F O R E X T E R I O R U S E O R W I T H A C Q / C A / M C A T R E A T E D W O O D , C O N N E C T O R S & F A S T E N E R S S H A L L B E H O T - D I P P E D G A L V A N I Z E D , G - 1 8 5 ( Z - M A X ) , O R S T A I N L E S S S T E E L W A T E R P R O O F I N G 1 . D E S I G N A N D I N S T A L L A T I O N O F A L L W A T E R P R O O F I N G , F L A S H I N G , A N D R O O F / W A L L C O V E R I N G A S S E M B L I E S A R E T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R A N D / O R A R C H I T E C T O F R E C O R D . S T R U C T U R A L E N G I N E E R I N G P 9 0 4 - 5 0 3 - 3 2 8 3 R U S S R O W . C O M C . A . N o . 3 2 7 5 6 1 1 - 0 4 - 2 0 2 0 Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2019 Copyrightc 2 0 - 0 9 0 7 K 1 7 0 0 1/4" = 1'-0" BDP/AKR Revisions: assumes no liability for any homeconstructed from these plans. It is the responsibility of the purchaser,builder or contractor to verify alldimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to bereproduced or copied in anyform or manner whatsoever without the written permission ofKlaybor & Associates, inc. Klaybor & Associates, Inc. B u i l d i n g D e p t : 11-04-2020 LAYBOR S 0 . 0 S c a l e : 1 / 4 " = 1 ' - 0 " F O U N D A T I O N P L A N 0 . 1 F O O T I N G S C H E D U L E 1 6 " x 1 6 " x 1 2 " D E E P W / ( 2 ) N o . 4 O R ( 2 ) N o . 5 E W 2 4 " x 2 4 " x 1 8 " D E E P W / ( 4 ) N o . 4 O R ( 3 ) N o . 5 E W 3 0 " x 3 0 " x 1 8 " D E E P W / ( 5 ) N o . 4 O R ( 4 ) N o . 5 E W 3 6 " x 3 6 " x 1 8 " D E E P W / ( 6 ) N o . 4 O R ( 5 ) N o . 5 E W 4 0 " x 4 0 " x 2 0 " D E E P W / ( 8 ) N o . 4 O R ( 6 ) N o . 5 E W F 1 6 F 2 4 F 3 0 F 3 6 F 4 0 F O U N D A T I O N N O T E S : S E E C O N C R E T E A N D S O I L G E N E R A L N O T E S S H E E T S 0 . 0 F O R A L L A D D I T I O N A L S P E C I F I C A T I O N S . A L L F T G S A S S U M E D T O B E O N E - S T O R Y U N O O N P L A N B Y : T W O - S T O R Y H A T C H S L A B O N G R O U N D 1 . M I N I M U M C O M P R E S S I V E S T R E N G T H f ' c = 2 , 5 0 0 p s i A T 2 8 D A Y S 2 . M I N I M U M T H I C K N E S S 3 1 2 " 3 . 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C O M C . A . N o . 3 2 7 5 6 1 1 - 0 4 - 2 0 2 0 Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2019 Copyrightc 2 0 - 0 9 0 7 K 1 7 0 0 1/4" = 1'-0" BDP/AKR Revisions: assumes no liability for any homeconstructed from these plans. It is the responsibility of the purchaser,builder or contractor to verify alldimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to bereproduced or copied in anyform or manner whatsoever without the written permission ofKlaybor & Associates, inc. Klaybor & Associates, Inc. B u i l d i n g D e p t : 11-04-2020 LAYBOR S 0 . 1 11'-0"11'-0" F 1 6 1 1 1 1 1 ' - 0 " 1 x 2 K E Y W A Y J O I N T C O N S T R U C T I O N J O I N T 8" C O N C S L A B W / R E I N F P E R P L A N 18"x1" SAW CUT CONTROL JOINT,PLACE WITH 8 HOURS OF POURCONTROL JOINT CONC SLAB W/ REINFPER PLAN 24" LONG No.4 OR No.5 BAR ATMID-HEIGHT OF SLAB TYPICAL WALL FTG REINFRE-ENTRANT CORNER REINFORCEMENT MIN 2"1 1 MIN 8"MIN 12"1'-0"1'-4"1-STORY W/ (2) No.4 OR (2) No.52-STORY W/ (3) No.4 OR (2) No.5TYPICAL WALL FOOTING-MONOLITHIC 1'-4"1'-8"1-STORY W/ (2) No.4 O R ( 2 ) N o . 5 2-STORY W/ (3) No.4 O R ( 2 ) N o . 5 MAX 48"SEE TABLE BELOW IFADDT HGT IS REQ(1) No.5 CONTTYPICAL WALL FOOTING-STEMWALL CONC SLAB W / R E I N F PER PLANGRADEGRADENo.4 VERTICAL & F I L L E D CELL @ MAX 48" O . C . W / STANDARD HOO K 1'-0"CONC SLAB W/ REINFPER PLANMAX 28"STEMWALL HGT VERTICAL REINFORCEMENT FOOTING DIMS (W x D) CONT. 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SPACI N G MIN 8" MAX 24" MIN 12" 1 ' - 0 " 1 ' - 4 " 1 - S T O R Y W / ( 2 ) N o . 4 O R ( 2 ) N o . 5 2 - S T O R Y W / ( 3 ) N o . 4 O R ( 2 ) N o . 5 1 ' - 4 " 1 ' - 8 " 1 - S T O R Y W / ( 2 ) N o . 4 O R ( 2 ) N o . 5 2 - S T O R Y W / ( 3 ) N o . 4 O R ( 2 ) N o . 5 MAX 48" CONTACT EOR IF ADDT HGT IS REQ ( 1 ) N o . 5 C O N T 1 1 6 " M I N MAX 8" N o . 4 O R N o . 5 @ 2 4 " O C W / S T A N D A R D H O O K W A L L F O O T I N G W / C U R B - M O N O L I T H I C W A L L F O O T I N G W / C U R B - S T E M W A L L G R A D E G R A D E N o . 4 V E R T I C A L & F I L L E D C E L L @ M A X 4 8 " O . C . W / S T A N D A R D H O O K 1'-0" C O N C S L A B W / R E I N F P E R P L A N C O N C S L A B W / R E I N F P E R P L A N 1'-4"1'-8"1-STORY W/ (2) No.4 OR (2) No.52-STORY W/ (3) No.4 OR (2) No.5 1 111INTERIOR BEARING FOOTING 8"CONC SLAB W/ REINFPER PLANNON-BEARING CURB STEP 8"PERARCH FFE8" 12" CONC SL A B W / R E I N F PER PLAN1111 IF STEP > 1 2 " , P R O V I D E CONT No. 4 O R N o . 5 BAR IN T O P O F F T G B E A R I N G C U R B S T E P PER ARCH 1 ' - 0 " 1 ' - 4 " 1 - S T O R Y W / ( 2 ) N o . 4 O R ( 2 ) N o . 5 2 - S T O R Y W / ( 3 ) N o . 4 O R ( 2 ) N o . 5 F F E 8" 12" C O N C S L A B W / R E I N F P E R P L A N 1 1 1 1 I F S T E P > 1 2 " , P R O V I D E C O N T N o . 4 O R N o . 5 B A R I N T O P O F F T G 8 " 1 1 ( 1 ) N o . 4 O R ( 1 ) N o . 5 C O N T T H I C K E N E D E D G E F O O T I N G G R A D E 4" C O N C S L A B W / R E I N F P E R P L A N 1 2 34 5 6 7 89 1 ' - 4 " MAX 48" SEE DETAIL 1/SD.0 FOR ADDITIONAL REQUIREMENTS FOR STEMWALL > 48" G R A D E N o . 4 V E R T I C A L & F I L L E D C E L L @ M A X 4 8 " O . C . W / S T A N D A R D H O O K 1'-0" 2 x 8 N o . 2 S Y P P T F L O O R J O I S T @ M A X 2 6 " O C , P E R P L A N . F A S T E N T O P T P L T W / ( 3 ) 1 0 d T O E - N A I L S 2 x _ N o . 2 S Y P P T R I M B O A R D , F A S T E N T O E A C H F L O O R J O I S T W / ( 5 ) 1 0 d F A C E - N A I L 2 x 8 N o . 2 S Y P P T L E D G E R , F A S T E N T O S T E M W A L L W / ( 2 ) R O W S 1 4 " Ø x 3 3 4 " T A P C O N S @ 2 4 " O C , S T A G G E R E D 2 x 8 N o . 2 S Y P P T B O T T O M P L T , A N C H O R T O B O N D B E A M P E R F R A M I N G N O T E S . F O U N D A T I O N P E R P L A N O F F - G R A D E P O R C H D E T A I L 1 0 S T R U C T U R A L E N G I N E E R I N G P 9 0 4 - 5 0 3 - 3 2 8 3 R U S S R O W . C O M C . A . N o . 3 2 7 5 6 1 1 - 0 4 - 2 0 2 0 Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2019 Copyrightc 2 0 - 0 9 0 7 K 1 7 0 0 1/4" = 1'-0" BDP/AKR Revisions: assumes no liability for any homeconstructed from these plans. It is the responsibility of the purchaser,builder or contractor to verify alldimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to bereproduced or copied in anyform or manner whatsoever without the written permission ofKlaybor & Associates, inc. Klaybor & Associates, Inc. B u i l d i n g D e p t : 11-04-2020 LAYBOR S D . 0 S c a l e : 1 / 4 " = 1 ' - 0 " 1 S T L E V E L F R A M I N G P L A N 1 . 0 F R A M I N G N O T E S : B O T T O M P L A T E N o . 2 S Y P ( P T @ 1 S T L E V E L ) 1 . 1 S T L E V E L B O T T O M P L T T O B E A N C H O R E D T O S L A B W / 1 2 " Ø x 6 " L O N G T I T E N H D O R 1 2 " Ø A 3 6 ( 3 6 k s i ) A T R E P O X Y A N C H O R W / N U T A N D 3 " S Q U A R E x 0 . 2 2 9 " W A S H E R 2 . A N C H O R S T O B E I N S T A L L E D E A C H S I D E O F O P E N I N G ( M I N 6 " F R O M J A C K / K I N G G R O U P ) , W I T H I N 1 2 " O F T H E P L T B R E A K A N D @ M A X 4 8 " O C , S E E N O T E 1 8 F O R S H E A R W A L L A N C H O R S P A C I N G 3 . M I N ( 2 ) A N C H O R S P E R P L T S E G M E N T 4 . U P P E R L E V E L B O T T O M P L T T O R I B B O N B O A R D / T O P C H O R D B E L O W W / 1 0 d @ 6 " O C , S E E N O T E 1 8 F O R S H E A R W A L L N A I L S P A C I N G D O U B L E T O P P L A T E N o . 2 S Y P 5 . A L L T O P P L A T E S T O B E D O U B L E D - F A S T E N T O P P L A T E S T O G E T H E R W / ( 2 ) R O W S 1 0 d @ M A X 1 2 " O C S T A G G E R E D 6 . E N D J O I N T S O F D B L T O P P L T T O B E O F F S E T M I N 4 8 " A N D S P L I C E D T O G E T H E R W / M I N ( 2 ) R O W S 1 0 d @ 6 " O C S T A G G E R E D , M I N ( 1 6 ) 1 0 d A L O N G S P L I C E 7 . L A P A L L T O P P L T A T C O R N E R S O F E X T E R I O R W A L L S A N D I N T E R S E C T I O N S W I T H I N T E R I O R L O A D B R G W A L L S , F A S T E N P L A T E S T O G E T H E R A T L A P W / ( 3 ) 1 0 d F A C E - N A I L S S T U D S N o . 2 S P F O R N o . 2 S Y P 8 . F A S T E N A L L S T U D S T O T O P A N D B O T T O M P L T W / M I N ( 4 ) 1 0 d T O E - N A I L S O R ( 3 ) 1 0 d F A C E - N A I L S 9 . F A S T E N A L L M U L T I - S T U D G R O U P S T O G E T H E R W / ( 2 ) R O W S 1 0 d @ 1 2 " O C S T A G G E R E D H E A D E R F R A M I N G N o . 2 S Y P , L S L , O R L V L 1 0 . S E E F R A M I N G P L A N F O R A L L H D R L O C A T I O N S , S I Z I N G A N D S T R A P P I N G R E Q U I R E M E N T S . S E E H D R C A L L O U T B E L O W F O R A D D I T I O N A L I N F O R M A T I O N 1 1 . F A S T E N A L L P L I E S O F H D R T O G E T H E R W / ( 2 ) R O W S 1 0 d @ 1 2 " O C S T A G G E R E D 1 2 . F A S T E N H E A D E R T O K I N G S T U D S P E R T H E F O L L O W I N G : a . 2 x 4 O R 2 x 6 H E A D E R ( 4 ) 1 0 d T O E - N A I L S O R F A C E - N A I L S b . 2 x 8 O R 2 x 1 0 H E A D E R ( 6 ) 1 0 d T O E - N A I L S O R F A C E - N A I L S c . 2 x 1 2 , L S L O R L V L H E A D E R ( 8 ) 1 0 d T O E - N A I L S O R F A C E - N A I L S 1 3 . S E E W S P H E A D E R D E T A I L C 4 / S D . 1 F O R I N S T A L L A T I O N S P E C I F I C A T I O N S 1 4 . M I N ( 2 ) J A C K S T U D S R E Q B E T W E E N O P E N I N G S , S E E D E T A I L B 4 / S D . 1 F O R I N S T A L L A T I O N S P E C I F I C A T I O N S W A L L S H E A T H I N G 1 5 . S H E A T H A L L E X T E R I O R W A L L S W / 7 1 6 " 2 4 / 1 6 S P A N R A T E D O S B O R P L Y W O O D . S H E A T H I N G S H A L L B E I N S T A L L E D H O R I Z O N T A L L Y O R V E R T I C A L L Y W I T H 2 x 4 M I N S P F B L O C K I N G A T A L L H O R I Z O N T A L P A N E L E D G E S 1 6 . F A S T E N S H E A T H I N G T O W A L L F R A M I N G W / 8 d C O M M O N @ 6 " O C A T A L L P A N E L E D G E S A N D 1 2 " O C I N T H E F I E L D , U N O O N P L A N 1 7 . F A S T E N S H E A T H I N G T O E A C H S T U D O F M U L T I - P L Y S T U D G R O U P A N D E A C H K I N G S T U D W / 8 d C O M M O N @ 1 2 " O C 1 8 . S P E C I A L S H E A R W A L L S H E A T H I N G : F A S T E N M I N 7 1 6 " 2 4 / 1 6 S P A N R A T E D O S B O R P L Y W O O D T O W A L L F R A M I N G W / 8 d C O M M O N @ 3 " O C A T A L L P A N E L E D G E S A N D 1 2 " O . C . I N T H E F I E L D , U N O O N P L A N . P R O V I D E T H E F O L L O W I N G B O T T O M P L T A N C H O R A G E & C O N N E C T I O N S @ E A C H E N D O F S H E A R W A L L E X T E N T S A S D E N O T E D O N F R A M I N G P L A N . S E E T Y P I C A L S H E A R W A L L F R A M I N G E L E V A T I O N O N D E T A I L S H E E T S . P L A N N O T E L E V E L N O . S T U D S R E Q . E A C H E N D H O L D D O W N / S T R A P P I N G R E Q . E A C H E N D B O T T O M P L T A N C H O R / N A I L S P A C I N G N O T E 1 8 a 1 S T 2 D T T 2 Z 4 8 " O C U P P E R ( 1 ) C S 1 8 6 " O C N O T E 1 8 b 1 S T 2 H T T 4 2 4 " O C U P P E R ( 2 ) C S 1 8 3 " O C N O T E 1 8 c 1 S T 3 H T T 5 2 4 " O C U P P E R ( 3 ) C S 1 8 3 " O C N O T E 1 8 d 1 S T 3 H D Q 8 - S D S 3 2 4 " O C U P P E R ( 1 ) M S T C 4 0 3 " O C * * I F ( ) S H O W N , ( 2 ) S D W C 1 5 6 0 0 R E Q T O P P L T T O S T U D 1 1 C S 1 8 D T T 2 Z H E A D E R C A L L O U T 1 1 2 2 x 6 N o . O F H D R P L I E S H D R S I Z E N o . O F J A C K S T U D S N o . O F K I N G S T U D S S T U D G R O U P C A L L O U T N o . O F S T U D S R E Q , M A T C H W A L L W I D T H U N O H O L D D O W N / S T R A P T O F R A M I N G B E L O W I N T E R I O R L O A D B R G W A L L W / U P L I F T I N T E R I O R L O A D B R G W A L L W / O U P L I F T H D R / B E A M L E G E N D & S Y M B O L S 2 C S 1 8 2 S N o . O F H O L D D O W N / S T R A P S R E Q ( I F M U L T I P L E ) H E A D E R U P L I F T C O N N E C T I O N C A L L O U T T Y P E O F S T R A P R E Q H O L D D O W N / S T R A P T O F R A M I N G B E L O W N o . O F H O L D D O W N / S T R A P S R E Q N o . O F H D R T O J A C K S T R A P S R E Q W A L L T Y P E M A X W A L L H E I G H T S T U D S R E Q U I R E D E X T E R I O R 9 ' 1 - 1 / 8 " 2 x 6 @ 1 6 ' ' O . C . 9 ' 1 - 1 / 8 " 2 x 6 @ 1 6 ' ' O . C . 1 0 ' 1 - 1 / 8 " 2 x 6 @ 1 6 ' ' O . C . I N T E R I O R L O A D B R G A L L 2 x _ @ M A X 1 6 " O C I N T E R I O R N O N - L O A D B R G A L L 2 x _ @ M A X 2 4 " O C B A L L O O N F R A M E D 2 1 ' 0 ' ' ( 2 ) 2 x 6 @ 1 2 ' ' O . C . P L A N K H D R S I Z E M A X C L E A R S P A N 2 x 4 5 ' 0 ' ' 2 x 6 7 ' 5 ' ' ( 2 ) 2 x 4 7 ' 2 ' ' ( 2 ) 2 x 6 1 0 ' 5 ' ' S T R U C T U R A L E N G I N E E R I N G P 9 0 4 - 5 0 3 - 3 2 8 3 R U S S R O W . C O M C . A . N o . 3 2 7 5 6 1 1 - 0 4 - 2 0 2 0 Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2019 Copyrightc 2 0 - 0 9 0 7 K 1 7 0 0 1/4" = 1'-0" BDP/AKR Revisions: assumes no liability for any homeconstructed from these plans. It is the responsibility of the purchaser,builder or contractor to verify alldimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to bereproduced or copied in anyform or manner whatsoever without the written permission ofKlaybor & Associates, inc. Klaybor & Associates, Inc. B u i l d i n g D e p t : 11-04-2020 LAYBOR S 1 . 0 N O T E 1 8 b NOTE 18b N O T E 1 8 b N O T E 1 8 b NOTE 18c NOTE 18c NOTE 18c NOTE 18b N O T E 1 8 b N O T E 1 8 b N O T E 1 8 b N O S P L I C E S P E R M I T T E D W I T H I N T H I S S E C T I O N N O T E 1 8 b A 1 S D . 1 T Y P A1SD.1 A 1 S D . 1 A 1 S D . 1 2 1 2 2 x 1 2 1 1 2 2 x 6 1 1 2 2 x 6 2 2 3 1 1 1 4 " L V L W / ( 3 ) 2 x 6 N o . 2 S Y P P L A N K O R I E N T E D H D R B 9 S D . 3 2 1 2 2 x 6 2 1 2 2 x 6 1 1 2 2 x 6 2 1 2 2 x 8 2 1 2 2 x 1 2 1 1 C S 1 8 D T T 2 Z 1 1 C S 1 8 D T T 2 Z 1 1 2 2 x 6 2 1 2 2 x 4 N O T E 1 4 BALLOON FRAME WALL CONT FROM 1ST LEVEL BOTTOM PLT TO SECOND LEVEL DBL TOP PLT 1 1 2 2 x 6 2 1 2 2 x 8 2 1 2 2 x 6 G I R D E R F 0 8 GIRDER D03 CONT. (2) 2x12 HDR (10'-712")CONT. (2) 2x12 HDR (10'-712") S I N G L E - S I D E D P O R T A L F R A M E P A C K C E N T E R G A R A G E R E T U R N S O L I D & A N C H O R T O C U R B W / A B U 6 6 Z SD.2 B76x6 POST(4) TOTAL 1 1 C S 1 8 D T T 2 Z D T T 2 Z 2 S H T T 4 2 S D T T 2 Z 2 S 1 1 C S 1 8 D T T 2 Z ( 2 ) 2 x 1 2 B E A M D T T 2 Z 2 S D T T 2 Z 2 S B A L L O O N F R A M E W A L L C O N T F R O M 1 S T L E V E L B O T T O M P L T T O S E C O N D L E V E L D B L T O P P L T NO SPLICES PERMITTED WITHIN DBL TOP PLT WITHIN THIS SECTION S D . 3 A 1 0 @ W I N D O W S E A T S D . 3 C 1 0 S H E D R O O F B R A C K E T , ( 3 ) T O T A L NOTE 18c S D . 3 C 1 0 S H E D R O O F B R A C K E T , ( 2 ) T O T A L S E E D E T A I L B 1 1 / S D . 3 A 5 S D . 2 S I N G L E - S I D E D P O R T A L F R A M E A 5 S D . 2 2 1 2 2 x 6 B E A M T O S T U D S W / H T S 2 0 O R M S T A 2 4 B E A M T O S T U D S W / H T S 2 0 O R M S T A 2 4 ·2x6 No.2 SYP PT DECK JOIST @ MAX16" OC, TYP·FASTEN 2x6 No.2 SYP PT JOIST TO2x8 No.2 PT LEDGER W/ LUS26,EACH END2x8 PT 2x8 PT ·END JOIST TO BE NOTCHED INTOPOST AS SHOWN @ EACH CORNER·ATTACH ADDITIONAL 2x6 JOIST TOINSIDE FACE OF END JOIST ASSHOWN S c a l e : 1 / 4 " = 1 ' - 0 " 1 S T L E V E L R O O F / F L O O R P L A N 1 . 1 F L O O R T R U S S E S 7 . F A S T E N A L L F L O O R T R U S S E S T O D B L T O P P L T W / ( 3 ) 1 0 d T O E - N A I L S 8 . S E E T R U S S P L A N A N D T Y P I C A L D E T A I L S B 1 T O B 3 F O R A L L A D D I T I O N A L U P L I F T C O N N E C T I O N S R E Q 9 . T R U S S E S S H A L L B E I N S T A L L E D A N D B R A C E D I N A C C O R D A N C E W / T H E S B C A B C S I G U I D E 1 0 . W H E R E T R U S S E S B E A R P E R P E N D I C U L A R T O S U P P O R T S I N S T A L L C O N T . 2 x _ N o . 2 S Y P R I B B O N B O A R D A S S H O W N I N D E T A I L B 1 / S D . 1 , A T T A C H R I B B O N B O A R D T O E A C H T R U S S W / M I N ( 4 ) 1 0 d F A C E - N A I L S 1 1 . P R O V I D E C R I P P L E S T U D S / S Q U A S H B L O C K S W I T H I N F L O O R S Y S T E M B E L O W U P P E R L E V E L M U L T I - P L Y S T U D G R O U P S , S T U D / B L O C K P L I E S T O M A T C H N o . P L I E S A B O V E . 1 2 . P R E - M A N U F A C T U R E D S H E A R P A N E L S T O B E I N S T A L L E D A S S H O W N I N T R U S S L A Y O U T , F A S T E N T O W A L L D B L T O P L T B E L O W A N D F L O O R D E C K F R O M A B O V E W / 1 0 d @ 3 " O C F L O O R S H E A T H I N G 1 3 . S H E A T H F L O O R F R A M I N G W / 2 3 3 2 " T O N G U E A N D G R O O V E O S B O R P L Y W O O D . 1 4 . F A S T E N S H E A T H I N G T O A L L S U P P O R T I N G M E M B E R S W / 1 0 d C O M M O N @ 6 " O C A T A L L P A N E L E D G E S A N D 1 2 " O C I N T H E F I E L D . B E A M F A S T E N I N G 1 5 . F A S T E N E A C H B E A M P L Y T O G E T H E R W I T H F O L L O W I N G , U N O O N P L A N O R P E R T R U S S M A N U F A C T U R E R ' S S P E C I F I C A T I O N S : a . 2 - P L Y ( 3 ) R O W S 1 0 d @ 1 2 " O . C . S T A G G E R E D . b . 3 - P L Y ( 3 ) R O W S 1 0 d @ 6 " O . C . S T A G G E R E D . c . 4 - P L Y ( 2 ) R O W S 1 2 " D I A . T H R U B O L T W / N U T A N D W A S H E R @ 1 6 " O . C . S T A G G E R E D . P R O V I D E 2 " E D G E D I S T A N C E D E C K F R A M I N G 1 6 . D E C K T O B E F R A M E D W / 2 x 1 0 N o . 2 S Y P P T C A N T I L E V E R E D J O I S T @ M A X 1 6 " O C 1 7 . E X T E N D D E C K J O I S T M I N 1 0 ' - 0 " I N T O F L O O R S Y S T E M 1 8 . W H E R E A P P L I C A B L E , F A S T E N D E C K J O I S T T O E A C H A D J A C E N T F L O O R T R U S S M E M B E R W / 1 0 d @ 4 " O C 1 9 . W H E R E D E C K J O I S T D O E S N O T A L I G N W / F L O O R T R U S S , P R O V I D E ( 2 ) 2 x 1 0 B L O C K I N G B E T W E E N F L O O R T R U S S E S 1 9 . 1 . F A S T E N 2 x 1 0 L E D G E R T O F L O O R T R U S S W / 1 0 d F A C E N A I L S @ 3 " O C 1 9 . 2 . F A S T E N B L O C K I N G T O L E D G E R W / ( 4 ) 1 0 d T O E - N A I L S E A C H E N D 1 9 . 3 . F A S T E N D E C K J O I S T T O B L O C K I N G W / I N V E R T E D L U S 2 1 0 2 0 . F A S T E N A L L D E C K J O I S T T O D B L T O P P L T W / ( 1 ) S D W C 1 5 6 0 0 O R ( 1 ) H 2 . 5 T 2 1 . P R O V I D E C O N T . 2 x 1 0 N o . 2 S Y P P T R I M B O A R D @ C A N T I L E V E R E D E N D , F A S T E N T O E A C H D E C K J O I S T W / ( 5 ) 1 0 d F A C E - N A I L S F L O O R F R A M I N G 2 2 . A L L S T U D I O F L O O R F R A M I N G T O B E 2 x 8 N o . 2 S Y P @ M A X 2 4 " O C 2 3 . F A S T E N F L O O R J O I S T T O L E D G E R W / L U S 2 6 2 4 . F A S T E N F L O O R J O I S T T O D B L T O P P L T W / ( 3 ) 1 0 d T O E - N A I L S T R U S S F R A M I N G N O T E S : R O O F T R U S S E S 1 . F A S T E N A L L R O O F T R U S S E S T O D B L T O P P L T / B E A M W / ( 3 ) 1 0 d T O E - N A I L S 2 . S E E T R U S S P L A N A N D T Y P I C A L W A L L S E C T I O N S , S H E E T S D . 1 , F O R A L L A D D I T I O N A L U P L I F T C O N N E C T I O N S R E Q 3 . T R U S S E S S H A L L B E I N S T A L L E D A N D B R A C E D I N A C C O R D A N C E W / T H E S B C A B C S I G U I D E R O O F S H E A T H I N G 4 . S H E A T H R O O F F R A M I N G P E R T H E F O L L O W I N G S P E C I F I C A T I O N S , S H E A T H I N G S H A L L B E I N S T A L L E D W / L O N G D I M E N S I O N P E R P E N D I C U L A R T O S U P P O R T S a . T I L E & M E T A L : M I N 1 5 3 2 " 3 2 / 1 6 S P A N R A T E D O S B O R P L Y W O O D b . A L L O T H E R S : M I N 7 1 6 " 2 4 / 1 6 S P A N R A T E D O S B O R P L Y W O O D 5 . F A S T E N S H E A T H I N G T O R O O F F R A M I N G W / 8 d R I N G S H A N K @ 6 " O C A T A L L P A N E L E D G E S A N D 1 2 " O C I N T H E F I E L D 6 . A T L O C A T I O N S W H E R E R O O F I S A D J A C E N T T O W A L L / F L O O R F R A M I N G , P R O V I D E 2 x _ N A I L E R S L O P E D T O M A T C H R O O F P I T C H . F A S T E N N A I L E R T O E A C H V E R T I C A L W A L L / F L O O R F R A M I N G M E M B E R W / ( 3 ) 1 0 d @ M A X 2 4 " O C , E D G E N A I L R O O F S H E A T H I N G T O N A I L E R F02 F02 F03 F03 F03 F02 F02 F02 F02 F04 F04 F04 F04 F04 F05 F05 F05 F01 F01 F 0 8 F 0 6 F 0 6 F 0 6 F 0 6 F12 F12 F12 F09 F 0 7 F 1 0 F11 D03 D02 D02 D02 D02 D02 D02 D02 D02 D02 D01 P03 P02 P02 P02 P02 P02 P02 P02 P02 P02 P01 THA426 THA426 THA426 2 4 " O . C . 2 4 " O . C . 24" O.C. 24-08-00 17-08-00 5-00-00 22-00-0069-04-00 42-04-00 5-00-00 22-00-00 69-04-00 3 - 0 8 - 0 0 6 - 0 8 - 0 0 2 4 - 0 4 - 0 0 3 4 - 0 8 - 0 0 4 - 0 0 - 0 0 2 4 - 0 8 - 0 0 6 - 0 0 - 0 0 3 4 - 0 8 - 0 0 10-04 9-03-08 1 6 - 0 8 - 0 0 1 8 - 0 0 - 0 0 4 - 0 6 - 0 0 (2) 2x10 No.2 S Y P J O I S T , ALIGNED DIR E C T L Y BELOW POS T 2 x 1 0 N o . 2 S Y P P T R I M B O A R D , F A S T E N T O E A C H F L O O R J O I S T W / ( 5 ) 1 0 d F A C E N A I L S B 1 S D . 1 T Y P B 3 S D . 1 B 3 S D . 1 B 1 S D . 1 B 1 S D . 1 C 1 S D . 1 T Y P C 1 S D . 1 S I M A 3 S D . 1 T Y P 2 x 1 0 N o . 2 S Y P P T C A N T I L E V E R E D J O I S T , S E E D E C K F R A M I N G N O T E S 2 x 8 N o . 2 S Y P L E D G E R , F A S T E N T O A T T I C T R U S S B C W / ( 2 ) R O W S 1 4 " Ø x 3 " L O N G S D S S C R E W S @ M A X 1 6 " O C 2x8 No.2 SYP FLOOR JOIST @ MAX 24" OC, SEE FLOOR FRAMING NOTES B 1 S D . 1 S I M ( 2 ) 2 x 8 B E L O W I N T E R I O R W A L L ( 2 ) 2 x 8 B E L O W I N T E R I O R W A L L H T S 2 0 H T S 2 0 ( 2 ) 2 x 1 0 B L O C K I N G A S R E Q ' D , S E E D E C K F R A M I N G N O T E S C 1 0 S D . 3 @ S H E D R O O F S T R U C T U R A L E N G I N E E R I N G P 9 0 4 - 5 0 3 - 3 2 8 3 R U S S R O W . C O M C . A . N o . 3 2 7 5 6 1 1 - 0 4 - 2 0 2 0 Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2019 Copyrightc 2 0 - 0 9 0 7 K 1 7 0 0 1/4" = 1'-0" BDP/AKR Revisions: assumes no liability for any home constructed from these plans. It isthe responsibility of the purchaser,builder or contractor to verify all dimensions prior to proceeding withconstruction. Contractor must verify compliance with all local building codes. These drawings are not to bereproduced or copied in any form or manner whatsoever withoutthe written permission of Klaybor & Associates, inc. Klaybor & Associates, Inc. B u i l d i n g D e p t : 11-04-2020 LAYBOR S 1 . 1 2x8 No. 2 S Y P R I B B O N B O A R D , FASTEN T O E A C H J O I S T W / (4) 10d F A C E - N A I L S A 9 S D . 3 C 1 0 S D . 3 @ S H E D R O O F S c a l e : 1 / 4 " = 1 ' - 0 " 2 N D L E V E L F R A M I N G P L A N 2 . 0 F R A M I N G N O T E S : B O T T O M P L A T E N o . 2 S Y P ( P T @ 1 S T L E V E L ) 1 . 1 S T L E V E L B O T T O M P L T T O B E A N C H O R E D T O S L A B W / 1 2 " Ø x 6 " L O N G T I T E N H D O R 1 2 " Ø A 3 6 ( 3 6 k s i ) A T R E P O X Y A N C H O R W / N U T A N D 3 " S Q U A R E x 0 . 2 2 9 " W A S H E R 2 . A N C H O R S T O B E I N S T A L L E D E A C H S I D E O F O P E N I N G ( M I N 6 " F R O M J A C K / K I N G G R O U P ) , W I T H I N 1 2 " O F T H E P L T B R E A K A N D @ M A X 4 8 " O C , S E E N O T E 1 8 F O R S H E A R W A L L A N C H O R S P A C I N G 3 . M I N ( 2 ) A N C H O R S P E R P L T S E G M E N T 4 . U P P E R L E V E L B O T T O M P L T T O R I B B O N B O A R D / T O P C H O R D B E L O W W / 1 0 d @ 6 " O C , S E E N O T E 1 8 F O R S H E A R W A L L N A I L S P A C I N G D O U B L E T O P P L A T E N o . 2 S Y P 5 . A L L T O P P L A T E S T O B E D O U B L E D - F A S T E N T O P P L A T E S T O G E T H E R W / ( 2 ) R O W S 1 0 d @ M A X 1 2 " O C S T A G G E R E D 6 . E N D J O I N T S O F D B L T O P P L T T O B E O F F S E T M I N 4 8 " A N D S P L I C E D T O G E T H E R W / M I N ( 2 ) R O W S 1 0 d @ 6 " O C S T A G G E R E D , M I N ( 1 6 ) 1 0 d A L O N G S P L I C E 7 . L A P A L L T O P P L T A T C O R N E R S O F E X T E R I O R W A L L S A N D I N T E R S E C T I O N S W I T H I N T E R I O R L O A D B R G W A L L S , F A S T E N P L A T E S T O G E T H E R A T L A P W / ( 3 ) 1 0 d F A C E - N A I L S S T U D S N o . 2 S P F O R N o . 2 S Y P 8 . F A S T E N A L L S T U D S T O T O P A N D B O T T O M P L T W / M I N ( 4 ) 1 0 d T O E - N A I L S O R ( 3 ) 1 0 d F A C E - N A I L S 9 . F A S T E N A L L M U L T I - S T U D G R O U P S T O G E T H E R W / ( 2 ) R O W S 1 0 d @ 1 2 " O C S T A G G E R E D H E A D E R F R A M I N G N o . 2 S Y P , L S L , O R L V L 1 0 . S E E F R A M I N G P L A N F O R A L L H D R L O C A T I O N S , S I Z I N G A N D S T R A P P I N G R E Q U I R E M E N T S . S E E H D R C A L L O U T B E L O W F O R A D D I T I O N A L I N F O R M A T I O N 1 1 . F A S T E N A L L P L I E S O F H D R T O G E T H E R W / ( 2 ) R O W S 1 0 d @ 1 2 " O C S T A G G E R E D 1 2 . F A S T E N H E A D E R T O K I N G S T U D S P E R T H E F O L L O W I N G : a . 2 x 4 O R 2 x 6 H E A D E R ( 4 ) 1 0 d T O E - N A I L S O R F A C E - N A I L S b . 2 x 8 O R 2 x 1 0 H E A D E R ( 6 ) 1 0 d T O E - N A I L S O R F A C E - N A I L S c . 2 x 1 2 , L S L O R L V L H E A D E R ( 8 ) 1 0 d T O E - N A I L S O R F A C E - N A I L S 1 3 . S E E W S P H E A D E R D E T A I L C 4 / S D . 1 F O R I N S T A L L A T I O N S P E C I F I C A T I O N S 1 4 . M I N ( 2 ) J A C K S T U D S R E Q B E T W E E N O P E N I N G S , S E E D E T A I L B 4 / S D . 1 F O R I N S T A L L A T I O N S P E C I F I C A T I O N S W A L L S H E A T H I N G 1 5 . S H E A T H A L L E X T E R I O R W A L L S W / 7 1 6 " 2 4 / 1 6 S P A N R A T E D O S B O R P L Y W O O D . S H E A T H I N G S H A L L B E I N S T A L L E D H O R I Z O N T A L L Y O R V E R T I C A L L Y W I T H 2 x 4 M I N S P F B L O C K I N G A T A L L H O R I Z O N T A L P A N E L E D G E S 1 6 . F A S T E N S H E A T H I N G T O W A L L F R A M I N G W / 8 d C O M M O N @ 6 " O C A T A L L P A N E L E D G E S A N D 1 2 " O C I N T H E F I E L D , U N O O N P L A N 1 7 . F A S T E N S H E A T H I N G T O E A C H S T U D O F M U L T I - P L Y S T U D G R O U P A N D E A C H K I N G S T U D W / 8 d C O M M O N @ 1 2 " O C 1 8 . S P E C I A L S H E A R W A L L S H E A T H I N G : F A S T E N M I N 7 1 6 " 2 4 / 1 6 S P A N R A T E D O S B O R P L Y W O O D T O W A L L F R A M I N G W / 8 d C O M M O N @ 6 " O C A T A L L P A N E L E D G E S A N D 1 2 " O . C . I N T H E F I E L D , U N O O N P L A N . P R O V I D E T H E F O L L O W I N G B O T T O M P L T A N C H O R A G E & C O N N E C T I O N S @ E A C H E N D O F S H E A R W A L L E X T E N T S A S D E N O T E D O N F R A M I N G P L A N . S E E T Y P I C A L S H E A R W A L L F R A M I N G E L E V A T I O N O N D E T A I L S H E E T S . P L A N N O T E L E V E L N O . S T U D S R E Q . E A C H E N D H O L D D O W N / S T R A P P I N G R E Q . E A C H E N D B O T T O M P L T A N C H O R / N A I L S P A C I N G N O T E 1 8 a 1 S T 2 D T T 2 Z 4 8 " O C U P P E R ( 1 ) C S 1 8 6 " O C N O T E 1 8 b 1 S T 2 H T T 4 2 4 " O C U P P E R ( 2 ) C S 1 8 3 " O C N O T E 1 8 c 1 S T 3 H T T 5 2 4 " O C U P P E R ( 3 ) C S 1 8 3 " O C N O T E 1 8 d 1 S T 3 H D Q 8 - S D S 3 2 4 " O C U P P E R ( 1 ) M S T C 4 0 3 " O C * * I F ( ) S H O W N , ( 2 ) S D W C 1 5 6 0 0 R E Q T O P P L T T O S T U D 1 1 C S 1 8 D T T 2 Z H E A D E R C A L L O U T 1 1 2 2 x 6 N o . O F H D R P L I E S H D R S I Z E N o . O F J A C K S T U D S N o . O F K I N G S T U D S S T U D G R O U P C A L L O U T N o . O F S T U D S R E Q , M A T C H W A L L W I D T H U N O H O L D D O W N / S T R A P T O F R A M I N G B E L O W I N T E R I O R L O A D B R G W A L L W / U P L I F T I N T E R I O R L O A D B R G W A L L W / O U P L I F T H D R / B E A M L E G E N D & S Y M B O L S 2 C S 1 8 2 S N o . O F H O L D D O W N / S T R A P S R E Q ( I F M U L T I P L E ) H E A D E R U P L I F T C O N N E C T I O N C A L L O U T T Y P E O F S T R A P R E Q H O L D D O W N / S T R A P T O F R A M I N G B E L O W N o . O F H O L D D O W N / S T R A P S R E Q N o . O F H D R T O J A C K S T R A P S R E Q W A L L T Y P E M A X W A L L H E I G H T S T U D S R E Q U I R E D E X T E R I O R 9 ' 1 - 1 / 8 " 2 x 6 @ 1 6 ' ' O . C . 9 ' 1 - 1 / 8 " 2 x 6 @ 1 6 ' ' O . C . 1 0 ' 1 - 1 / 8 " 2 x 6 @ 1 6 ' ' O . C . I N T E R I O R L O A D B R G A L L 2 x _ @ M A X 1 6 " O C I N T E R I O R N O N - L O A D B R G A L L 2 x _ @ M A X 2 4 " O C B A L L O O N F R A M E D 2 1 ' 0 ' ' ( 2 ) 2 x 6 @ 1 2 ' ' O . C . P L A N K H D R S I Z E M A X C L E A R S P A N 2 x 4 5 ' 0 ' ' 2 x 6 7 ' 5 ' ' ( 2 ) 2 x 4 7 ' 2 ' ' ( 2 ) 2 x 6 1 0 ' 5 ' ' S T R U C T U R A L E N G I N E E R I N G P 9 0 4 - 5 0 3 - 3 2 8 3 R U S S R O W . C O M C . A . N o . 3 2 7 5 6 1 1 - 0 4 - 2 0 2 0 Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2019 Copyrightc 2 0 - 0 9 0 7 K 1 7 0 0 1/4" = 1'-0" BDP/AKR Revisions: assumes no liability for any homeconstructed from these plans. It is the responsibility of the purchaser,builder or contractor to verify alldimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to bereproduced or copied in anyform or manner whatsoever without the written permission ofKlaybor & Associates, inc. Klaybor & Associates, Inc. B u i l d i n g D e p t : 11-04-2020 LAYBOR S 2 . 0 NOTE 18b NOTE 18b N O T E 1 8 b NOTE 1 8 b N O T E 1 8 b N O T E 1 8 b N O T E 1 8 b 2 0 - W S P 2 0 - W S P 2 0 - W S P 2 0 - W S P 2 0 - W S P 2 0 - W S P 2 0 - W S P 2 1 2 2 x 8 2 1 2 2 x 8 1 1 2 2 x 4 C S 1 8 2 S C S 1 8 2 S 2 1 2 2 x 6 2 1 2 2 x 6 2 1 3 9 1 4 " L V L ( 2 ) 2 x 1 0 SEE DETAILB7/SD.2 S E E D E T A I L B 7 / S D . 2 (2) 2 x 1 0 - 1 C S 1 8 - - 2 1 2 2 x 6 G I R D E R B 0 4 ( 2 ) 2 x 1 2 B E A M U P SD.2 B64x4 POST 2 1 2 2 x 4 N O T E 1 4 2 1 2 2 x 4 4 x 8 B E A M S D . 3 C 9 S H E D R O O F B R A C K E T , ( 2 ) T O T A L B 8 S D . 2 T Y P @ P O R C H E S W / ( 3 ) 2 x 6 N o . 2 S Y P P L A N K O R I E N T E D H D R B 9 S D . 3 - 1 C S 1 8 - - B A L L O O N F R A M E W A L L C O N T . F R O M 1 S T L E V E L B O T T O M P L T T O 2 N D L E V E L D B L T O P P L T S E E D E T A I L B 1 1 / S D . 3 C S 1 8 2 S D R A G T R U S S B 0 2 1 1 C S 1 8 C S 1 8 1 1 C S 1 8 C S 1 8 EXISTING STAIR & LANDINGFRAMING BY BUILDER S T R A P D I R E C T L Y T O S W E N D S T U D S B E L O W BALLOON FRAME WALL CONT. FROM 1STLEVEL BOTTOM PLT TO OUTLOOKERS BALLOON FRAME WALL CONT. FROM 1ST LEVEL BOTTOM PLT TO 2ND LEVEL DBL TOP PLT BALLOON FRAME WALL CONT. FROM 1ST LEVEL BOTTOM PLT TO 2ND LEVEL DBL TOP PLT S D . 3 A 1 1 @ W I N D O W S E A T ( 2 ) 2 x 8 B E A M 2 1 2 2 x 4 N O T E 1 4 R E V 1 2 - 3 0 - 2 0 2 0 1 ADDED WINDOW SEAT @ STAIRS1 12-30-2020 S c a l e : 1 / 4 " = 1 ' - 0 " 2 N D L E V E L R O O F P L A N 2 . 1 T R U S S F R A M I N G N O T E S : R O O F T R U S S E S 1 . F A S T E N A L L R O O F T R U S S E S T O D B L T O P P L T / B E A M W / ( 3 ) 1 0 d T O E - N A I L S 2 . S E E T R U S S P L A N A N D T Y P I C A L W A L L S E C T I O N S , S H E E T S D . 1 , F O R A L L A D D I T I O N A L U P L I F T C O N N E C T I O N S R E Q 3 . T R U S S E S S H A L L B E I N S T A L L E D A N D B R A C E D I N A C C O R D A N C E W / T H E S B C A B C S I G U I D E R O O F S H E A T H I N G 4 . S H E A T H R O O F F R A M I N G P E R T H E F O L L O W I N G S P E C I F I C A T I O N S , S H E A T H I N G S H A L L B E I N S T A L L E D W / L O N G D I M E N S I O N P E R P E N D I C U L A R T O S U P P O R T S a . T I L E & M E T A L : M I N 1 5 3 2 " 3 2 / 1 6 S P A N R A T E D O S B O R P L Y W O O D b . A L L O T H E R S : M I N 7 1 6 " 2 4 / 1 6 S P A N R A T E D O S B O R P L Y W O O D 5 . F A S T E N S H E A T H I N G T O R O O F F R A M I N G W / 8 d R I N G S H A N K @ 6 " O C A T A L L P A N E L E D G E S A N D 1 2 " O C I N T H E F I E L D 6 . A T L O C A T I O N S W H E R E R O O F I S A D J A C E N T T O W A L L / F L O O R F R A M I N G , P R O V I D E 2 x _ N A I L E R S L O P E D T O M A T C H R O O F P I T C H . F A S T E N N A I L E R T O E A C H V E R T I C A L W A L L / F L O O R F R A M I N G M E M B E R W / ( 3 ) 1 0 d @ M A X 2 4 " O C , E D G E N A I L R O O F S H E A T H I N G T O N A I L E R B 0 1 B 0 2 B 0 2 B 0 2 B 0 2 B 0 2 B 0 2 B 0 3 B 0 3 B 0 4 A01A02 A03 A03 A03 A03 A02 A04 A04 A04 A05 A05 A05 A05 A05 A05 A05 A05 A06 C01 C02 C02 C02 C02 C02 C02 C02 C02A04 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 8-00 24-08-00 17-08-0043-00-00 43-00-00 1-04-00 1 1 - 0 4 - 0 0 2 2 - 0 0 - 0 0 3 4 - 0 8 - 0 0 1 8 - 0 0 - 0 0 1 6 - 0 8 - 0 0 3 4 - 0 8 - 0 0 1-00-00 2-00-00 1-00-00 2-00-00 1-00-00 24-08-00 C 1 S D . 1 T Y P ADD 2x_ BLOCKING BETWEEN BOTTOM CHORD OF 1st (2) TRUSS BAYS BACK @ MAX 48" OC, FASTEN W/ (3) 10d TOE-NAILS EACH END. BONUS AREA TO BE SHEATHED PER FLOOR SHEATHING NOTES 4 ' - 6 " ± C 5 S D . 2 C 5 S D . 2 C 1 S D . 1 T Y P ADD 2x_ BLOCKING BETWEENBOTTOM CHORD OF 1st (2)TRUSS BAYS BACK @ MAX 48"OC, FASTEN W/ (3) 10dTOE-NAILS EACH END. BONUSAREA TO BE SHEATHED PERFLOOR SHEATHING NOTES4'- 6 " ± C5SD.2C5SD.2 4 ' - 6 " ± 4'- 6 " ± ( 2 ) H T S 2 0 ( 2 ) H T S 2 0 C 1 S D . 1 T Y P C 1 S D . 1 S I M C 5 S D . 2 6'-0" ± 2'-0" ± 2'-0" ± ( 2 ) 2 x 1 2 B E A M U P HTS20 O R MSTA24 H T S 2 0 O R M S T A 2 4 2 x 8 N o . 2 S Y P P T R A F T E R S @ M A X 2 4 " O C 2 x 1 0 H I P 2 x 1 0 H I P 2x10 RIDGE 2x 1 0 N A I L E R 2 x 1 0 N A I L E R C 9 S D . 3 2x8 OVERHANG SCAB,TYP. - SEE NOTES F L O O R S H E A T H I N G 7 . S H E A T H F L O O R F R A M I N G W / 2 3 3 2 " T O N G U E A N D G R O O V E O S B O R P L Y W O O D . 8 . F A S T E N S H E A T H I N G T O A L L S U P P O R T I N G M E M B E R S W / 1 0 d C O M M O N @ 6 " O C A T A L L P A N E L E D G E S A N D 1 2 " O C I N T H E F I E L D . R A F T E R F R A M I N G 9 . R A F T E R / R I D G E S I Z E P E R P L A N 1 0 . F A S T E N R A F T E R T O R I D G E W / ( 4 ) 1 0 d T O E - N A I L S 1 1 . R A F T E R T O D B L T O P P L T W / ( 3 ) 1 0 d T O E - N A I L S & ( 1 ) S D W C 1 5 6 0 0 O R ( 1 ) H 2 . 5 T 1 2 . F A S T E N 2 x 4 N o . 2 S Y P C O L L A R T I E S T O R A F T E R W / ( 5 ) 1 0 d F A C E - N A I L S @ E A C H E N D , L O C A T E C O L L A R T I E W I T H I N U P P E R T H I R D O F R A F T E R 1 3 . L E G D O W N R I D G E T O G I R D E R T C / D B L T O P P L T B E L O W W / ( 2 ) 2 x 4 N o . 2 S P F 1 3 . 1 . R I D G E T O P O S T D O W N W / M T S 1 2 1 3 . 2 . P O S T D O W N T O G I R D E R T C / D B L T O P P L T W / M T S 1 2 O V E R F R A M I N G N O T E S 1 4 . A L L R A F T E R S T O B E M I N 2 x 6 N o . 2 S Y P @ 2 4 " O C . M A X 1 5 . A L L V A L L E Y N A I L E R S T O B E 2 x 8 N o . 2 S Y P , F A S T E N T O T R U S S T C W / ( 3 ) 1 0 d F A C E - N A I L S 1 6 . E A C H R A F T E R T O N A I L E R W / H 3 1 7 . E A C H R A F T E R T O R I D G E W / ( 3 ) 1 0 d T O E - N A I L S 1 8 . A L L R I D G E B O A R D S T O B E O N E N O M I N A L S I Z E L A R G E R T H A N R A F T E R S I Z E 1 9 . F A S T E N 2 x 4 N o . 2 S Y P C O L L A R T I E S T O R A F T E R W / ( 5 ) 1 0 d F A C E - N A I L S @ E A C H E N D , L O C A T E C O L L A R T I E W I T H I N U P P E R T H I R D O F R A F T E R 2 0 . S E E T A B L E B E L O W F O R A L L O W E D R A F T E R S P A N & S P A C I N G O V E R H A N G S C A B N O T E S 2 1 . A L L T R U S S O V E R H A N G S C A B S T O B E 2 x 8 N o . 2 S Y P P T , U N O O N P L A N 2 2 . S C A B T O B A C K S P A N O N T O T R U S S A M I N O F 2 x T H E O V E R H A N G L E N G T H ( I . E . @ 2 ' - 0 " O V E R H A N G T H E T O T A L S C A B L E N G T H = 6 ' - 0 " M I N ) O R F U L L L E N G T H O F T R U S S T O P C H O R D , W H I C H E V E R I S L E S S . 2 3 . F A S T E N E A C H 2 x 8 S C A B T O T R U S S T O P C H O R D W / ( 2 ) R O W S 1 0 d @ 8 " O C , S T A G G E R E D R A F T E R S P A N T A B L E R A F T E R O C S P A C I N G L U M B E R S I Z E 2 x 6 2 x 8 2 x 1 0 2 x 1 2 1 2 " 1 5 ' - 7 " 1 9 ' - 8 " 2 3 ' - 5 " N / A 1 6 " 1 3 ' - 6 " 1 7 ' - 1 " 2 0 ' - 3 " 2 3 ' - 1 0 " 2 4 " 1 1 ' - 0 " 1 3 ' - 1 1 " 1 6 ' - 6 " 1 9 ' - 6 " A L L R A F T E R S T O B E N o . 2 S Y P ( L L = 2 0 P S F , D L = 1 0 P S F ) 2 x 8 N o . 2 S Y P R A F T E R S @ M A X 2 4 " O C , S I M O V E R F R A M I N G F R A M I N G N O T E S G A R A G E A T T I C T R U S S E S , S E E S H E E T S 1 . 1 C 7 S D . 2 @ S H E A R W A L L H T S 2 0 H T S 2 0 2 x 6 N o . 2 S Y P R A F T E R S @ M A X 2 4 " O C , S E E R A F T E R F R A M I N G N O T E S 2 x 8 R I D G E 2x4 No.2 SYPOUTLOOKERS @ M A X 2 4 " OC, SEE DETAIL C 8 / S D . 2 S T R U C T U R A L E N G I N E E R I N G P 9 0 4 - 5 0 3 - 3 2 8 3 R U S S R O W . C O M C . A . N o . 3 2 7 5 6 1 1 - 0 4 - 2 0 2 0 Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2019 Copyrightc 2 0 - 0 9 0 7 K 1 7 0 0 1/4" = 1'-0" BDP/AKR Revisions: assumes no liability for any homeconstructed from these plans. It is the responsibility of the purchaser,builder or contractor to verify alldimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to bereproduced or copied in anyform or manner whatsoever without the written permission ofKlaybor & Associates, inc. Klaybor & Associates, Inc. B u i l d i n g D e p t : 11-04-2020 LAYBOR S 2 . 1 22'-0"C8SD.2 A L T E R N A T E E X T E R I O R R O O F T O W A L L - T R U S S A L I G N E D W / S T U D N O T E : T H I S D E T A I L M A Y B E U S E D I L O D E T A I L C 1 I N A N Y L O C A T I O N S T H A T A T R U S S A L I G N S D I R E C T L Y W / T H E S T U D B E L O W H E E L B L O C K I N G N O T E S : · W H E R E H E E L H E I G H T I S B E T W E E N 9 " T O 1 5 " , 2 x 8 S P F H E E L B L O C K I N G R E Q B E T W E E N E A C H T R U S S , A T T A C H W / ( 3 ) 1 0 d T O E N A I L S E A C H E N D A N D 1 0 d T O E N A I L S @ 6 " O C T O D B L T O P P L T · W H E R E T R U S S H E E L E X C E E D S 1 5 " , A D D 2 x 4 N o . 2 S Y P B L O C K I N G B E T W E E N T R U S S T C , F A S T E N T O T R U S S T C W / ( 3 ) 1 0 d T O E - N A I L S E A C H E N D . E X T E N D W A L L S H E A T H I N G T O B L O C K I N G B E T W E E N E A C H T R U S S & F A S T E N W / 1 0 d @ 6 " O C R O O F S H E A T H I N G P R E - E N G I N E E R E D W O O D T R U S S O R C O N V E N T I O N A L L Y F R A M E D R A F T E R F A S C I A W I N D - R A T E D S O F F I T B Y C O N T R A C T O R 2 x _ N o . 2 S Y P D B L T O P P L T T R U S S / R A F T E R T O T O P P L T W / S D W C 1 5 6 0 0 I N S T A L L E D F R O M I N S I D E F A C E W A L L S H E A T H I N G , F A S T E N T O D B L T O P P L T P E R F R A M I N G N O T E S E X T E R I O R W A L L S T U D S P A C I N G P E R F R A M I N G N O T E S A L I G N E D S T U D T O D B L T O P P L T W / S D W C 1 5 6 0 0 W H E R E T R U S S H E E L E X C E E D S 1 5 " , A D D 2 x 4 N o . 2 S Y P B L O C K I N G B E T W E E N T R U S S T C , F A S T E N T O T R U S S T C W / ( 3 ) 1 0 d T O E - N A I L S E A C H E N D . E X T E N D W A L L S H E A T H I N G T O B L O C K I N G & F A S T E N W / 1 0 d @ 6 " O C W S P H E A D E R F R A M I N G E L E V A T I O N M A X 3 6 1 2 " R O U G H O P E N I N G C R I P P L E S T U D R E Q A T E A C H E N D O F H D R , A S S H O W N · M I N 7 1 6 " O S B S H E A T H I N G , C O N T I N U O U S F R O M D B L T O P P L T T O S I L L P L T A B O V E O P E N I N G · F A S T E N S H E A T H I N G T O T O P P L T , C R I P P L E S , A N D H D R W / 8 d C O M M O N @ 3 " O C S I L L & C R I P P L E S T O F R A M E O U T R O U G H O P E N I N G MIN 9" O N E P L Y O F D B L T O P P L T M U S T S P A N C O N T A C R O S S O P E N I N G 2 0 - W S P N o . O F K I N G S T U D P E R P L A N H E A D E R P E R P L A N P L A N K H D R & C R I P P L E S B E L O W H E A D E R T O F R A M E O U T R O U G H O P E N I N G P R O V I D E B L O C K I N G B E T W E E N I N T E R M E D I A T E J A C K S A T H D R , F A S T E N W / ( 3 ) 1 0 d T O E - N A I L S E A C H E N D P R O V I D E M I N ( 2 ) I N T E R M E D I A T E J A C K S , S T U D S T O B E F R A M E D B E S I D E O P E N I N G S I N T E R M E D I A T E J A C K S T U D S A T H E A D E R P R O V I D E B L O C K I N G B E T W E E N I N T E R M E D I A T E J A C K S A T S I L L , F A S T E N W / ( 3 ) 1 0 d T O E - N A I L S E A C H E N D H D R T O E A C H I N T E R M E D I A T E J A C K W / S D W C 1 5 6 0 0 S E E " H E A D E R F R A M I N G E L E V A T I O N S " F O R T O P P L T T O H E A D E R & K I N G S T U D T O H E A D E R C O N N E C T I O N S TYPICAL EXTERIOR FLOOR SYSTEM- TRUSSES PERPENDICULAR WALL SHEATHING TO 2ND LEVELBOTTOM PLT PER FRAMING NOTES 2ND LEVEL BOTTOM PLT TORIBBON BOARD PER FRAMINGNOTES2x_ No. 2 SYP RIBBON BOARD PERTRUSS ENGINEERINGWALL SHEATHING TO 1ST LEVELDBL TOP PLT PER FRAMING NOTES SPLICE WALL SHEATHING MIN 12"ABOVE 2ND LEVEL BOTTOM PLT,FASTEN TO BLOCKING PER PLANSPLICE WALL SHEATHING MIN 12"BELOW 1ST LEVEL DBL TOP PLT,FASTEN TO BLOCKING PER PLAN MIN 12"MIN 12"MIN (5) FIELD NAILS PER STUDWITHIN TOP 12" WALL MIN (5) FIELD NAILS PER STUDWITHIN BOTTOM 12" OF WALL2ND LEVEL FLOOR SHEATHING E V E R Y O T H E R S T U D T O B O T T O M P L T W / S D W C 1 5 4 5 0 @ M A X 3 2 " O C E V E R Y F L O O R S Y S T E M M E M B E R T O D B L T O P P L T W / S D W C 1 5 6 0 0 @ M A X 2 4 " O C 2 N D L E V E L F L O O R S H E A T H I N G TYPICAL INTERIOR LOAD-BE A R I N G W A L L A T F L O O R S Y S T E M E V E R Y O T H E R S T U D T O D B L T O P P L T W / S D W C 1 5 6 0 0 @ M A X 3 2 " O C I N T E R I O R L O A D B R G W A L L P E R F R A M I N G N O T E S B O T T O M P L T T O E V E R Y F L O O R S Y S T E M M E M B E R W / S D W C 1 5 4 5 0 @ M A X 2 4 " O C N O T E : W H E R E " L O A D B R G W A L L W / O U P L I F T " I S S H O W N O N F R A M I N G P L A N , S T U D / P L T T O F L O O R S Y S T E M S C R E W S M A Y B E O M I T T E D W A L L S H E A T H I N G T O 2 N D L E V E L B O T T O M P L T P E R F R A M I N G N O T E S 2 N D L E V E L B O T T O M P L T T O R I B B O N B O A R D P E R F R A M I N G N O T E S W A L L S H E A T H I N G T O 1 S T L E V E L D B L T O P P L T P E R F R A M I N G N O T E S S P L I C E W A L L S H E A T H I N G M I N 1 2 " A B O V E 2 N D L E V E L B O T T O M P L T S P L I C E W A L L S H E A T H I N G M I N 1 2 " B E L O W 1 S T L E V E L D B L T O P P L T MIN 12"MIN 12" M I N ( 5 ) F I E L D N A I L S P E R S T U D W I T H I N T O P 1 2 " O F W A L L M I N ( 5 ) F I E L D N A I L S P E R S T U D W I T H I N B O T T O M 1 2 " O F W A L L T Y P I C A L E X T E R I O R F L O O R S Y S T E M - T R U S S E S P A R A L L E L 2 x 4 N o . 2 S Y P D I A G O N A L B R A C E @ 4 8 " O C , F A S T E N W / ( 3 ) 1 0 d T O E - N A I L S E A C H E N D 2 x 4 N o . 2 S Y P N A I L E R , F A S T E N T O T R U S S T O P C H O R D W / 1 0 d @ 6 " O C 2 N D L E V E L F L O O R S H E A T H I N G TYPICAL INTERIOR LOAD-BE A R I N G R O O F - T O - W A L L EVERY TRUSS/RAFTER TOTOP PLATE W/ SDWC15600 @MAX 24" OCEVERY OTHER STUD TO TOPPLT W/ SDWC15600 @ MAX32" OCINTERIOR LOAD-BEARING STU D SPACING PER FRAMING NOTES N O T E : W H E R E " L O A D B R G W A L L W / O U P L I F T " I S S H O W N O N F R A M I N G P L A N , S T U D T O T O P P L A T E S C R E W S M A Y B E O M I T T E D B 4 B 3 B2B1 C 4 C 3 C1C2TYPICAL EXTERIOR ROOF-TO-WALL (HIGH HEEL CONDITION)2x_ No. 2 SYP DBL TOP PLTEVERY TRUSS/RAFTER TO TOP PLTW/ SDWC15600 @ MAX 24" OCEXTERIOR WALL STUDSPACING PER FRAMING NOTES ROOF DECKPRE-ENGINEERED WOODTRUSS ORCONVENTIONALLYFRAMED RAFTERFASCIAWIND-RATED SOFFIT BYCONTRACTORWALL SHEATHING,FASTEN TO DBL TOP PLTPER FRAMING NOTES HEEL BLOCKING NOTES:·WHERE HEEL HEIGHT IS BETWEEN 9" TO 15", 2x8 SPF HEELBLOCKING REQ BETWEEN EACH TRUSS, ATTACH W/ (3) 10dTOENAILS EACH END AND 10d TOENAILS @ 6" OC TO DBL TOP PLT·WHERE TRUSS HEEL EXCEEDS 15", ADD 2x4 No.2 SYP BLOCKINGBETWEEN TRUSS TC, FASTEN TO TRUSS TC W/ (3) 10d TOE-NAILSEACH END. EXTEND WALL SHEATHING TO BLOCKING BETWEENEACH TRUSS & FASTEN W/ 10d @ 6"OCWHERE TRUSS HEEL EXCEEDS 15", ADD 2x4No.2 SYP BLOCKING BETWEEN TRUSS TC,FASTEN TO TRUSS TC W/ (3) 10d TOE-NAILSEACH END. EXTEND WALL SHEATHING TOBLOCKING & FASTEN W/ 10d @ 6"OC S T R U C T U R A L E N G I N E E R I N G P 9 0 4 - 5 0 3 - 3 2 8 3 R U S S R O W . C O M C . A . N o . 3 2 7 5 6 1 1 - 0 4 - 2 0 2 0 Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2019 Copyrightc 2 0 - 0 9 0 7 K 1 7 0 0 1/4" = 1'-0" BDP/AKR Revisions: assumes no liability for any homeconstructed from these plans. It is the responsibility of the purchaser,builder or contractor to verify alldimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to bereproduced or copied in anyform or manner whatsoever without the written permission ofKlaybor & Associates, inc. Klaybor & Associates, Inc. B u i l d i n g D e p t : 11-04-2020 LAYBOR S D . 1 TYPICAL INTERIOR LOAD-B E A R I N G W A L L A T F O U N D A T I O N A N C H O R B O L T W / N U T & W A S H E R R E Q @ M A X 4 8 " O C & W I T H I N 1 2 " O F P L T B R E A K S , U N O O N P L A N E V E R Y O T H E R S T U D T O B O T T O M P L A T E W / S D W C 1 5 4 5 0 @ M A X 3 2 " O C F O U N D A T I O N P E R P L A N NOTE: WHERE "LOAD BRG WALL W/O UPLIFT " IS SHOWN ON FRAMING PLAN, THE STUD TOBOTTOM PLATE SCREWS MAY BE OMITTED & ANCHOR BOLTS MAY BE SPACED @ 72" OCA1A2 I N T E R I O R L O A D - B E A R I N G W A L L A T F L O O R S Y S T E M - N O U P L I F T 2 N D L E V E L F L O O R S H E A T H I N G F L O O R T R U S S I N T E R I O R L O A D B R G W A L L P E R F R A M I N G N O T E S 2 x _ S P F B L O C K I N G B E T W E E N T R U S S T O P C H O R D S , F S T E N E A C H E N D W / ( 3 ) 1 0 d F L O O R S H E A T H I N G T O B L O C K I N G P E R T R U S S F R A M I N G N O T E S H E A D E R P E R P L A N K I N G S T U D S T O T O P P L T : · O P E N I N G S < 6 F T : ( 1 ) S D W C 1 5 6 0 0 · O P E N I N G S > 6 F T : ( 2 ) S D W C 1 5 6 0 0 U N O O N P L A N · S D W C 1 5 6 0 0 S C R E W S M A Y B E I N S T A L L E D T O T H E W I D E F A C E O R N A R R O W F A C E O F K I N G S T U D · N O S C R E W S R E Q @ T H E F O L L O W I N G : · · 1 S T L E V E L O P E N I N G S < 3 F T W / 2 N D L E V E L F L O O R S Y S T E M A B O V E · · O P E N I N G S < 3 F T B E L O W G A B L E E N D T R U S S · · O P E N I N G S < 3 F T B E L O W J A C K T R U S S E S W / M A X 7 ' - 0 " C L E A R S P A N F A S T E N H D R T O T O P P L T W / S D W C 1 5 6 0 0 O R D S P @ 3 2 " O C N O T R E Q F O R O P E N I N G < 3 F T P L A N K H D R & C R I P P L E S B E L O W H D R T O F R A M E O U T R O U G H O P E N I N G H D R T O J A C K S T U D S W / C S 1 8 O R M S T A 2 4 , Q U A N T I T Y P E R P L A N P L A N K H D R & C R I P P L E S B E L O W H D R T O F R A M E O U T R O U G H O P E N I N G T Y P I C A L H E A D E R F R A M I N G H I G H U P L I F T H E A D E R F R A M I N G ( W H E R E S T R A P S A R E S P E C I F I E D O N P L A N ) H E A D E R F R A M I N G E L E V A T I O N S H D R T O T O P P L T W / S D W C 1 5 6 0 0 O R D S P @ 2 4 " O C H E A D E R P E R P L A N A 3 A 4 TYPICAL EXTERIOR WALL AT FOUNDATION WALL SHEATHING TO BOTTOMPLT PER FRAMING NOTES ANCHOR BOLT W/ NUT & WASHERAS REQ PER FRAMING NOTESFOUNDATION PER PLAN2" MIN EDGE DISTANCE AASECTION A-AFOUNDATION PER PLAN POST TO FDN W/ ONE OFTHE FOLLOWING OPTIONS:·ABU44Z- 4x4 POST·ABU66Z- 6x6 POST·DTT2Z EACH BEAM TO POSTW/ CS18 OR MSTA24 EACH BEAM TO POSTW/ CS18 OR MSTA24 PT POST BELOWTYPICAL CONNECTION AT PORCH BEAM No. 2 SYP PT POST,SIZE PER PLAN STAGGER BEAM PLIESAS SHOWN TOPROVIDE BRG ON POSTNOTE:IF POST IS INSTALLED ON TOP OFCONCRETE PEDESTAL, INCREASEANCHOR LENGTH SUCH THAT MINEMBED DEPTH IS ACHIEVED BELOWSLAB ELEV M U L T I - P L Y S T U D C O N N E C T I O N 2 - P L Y 3 - P L Y 4 - P L Y ( 2 ) R O W S 1 0 d @ 1 2 " O C S T A G G E R E D ( 2 ) R O W S 1 0 d @ 1 2 " O C S T A G G E R E D , I N S T A L L E D F R O M E A C H F A C E ( 2 ) R O W S 6 " S D W S C R E W S @ 2 4 " O C S T A G G E R E D , I N S T A L L E D F R O M E A C H F A C E FASTENER SPACING W I D E - F A C E ( 2 ) R O W S O F F A S T E N E R S S T A G G E R E D GABLE ANGLE BRACING MIN 36" LONG No. 2 SYP 2x4NAILER TO GABLE VERTICALW/ 10d @ 3" OCGABLE TRUSS TO DBL TOPPLT W/ 10d TOE-NAILS @ 4"OCGABLE TRUSS TO DBL TOPPLT W/ SDWC15600 @ MAX48" OC MAX 16"OVERHANG 2x4 No. 2 SYP OUTLOOKER @MAX 24" OC OVER DROPPEDGABLE TO 2ND TRUSS BACK,FASTEN TO GABLE TC W/ H2.5TFASCIAPER ARCH DIAGONAL BRACE TO BLOCKINGW/ (6) 10d 2x4 No. 2 SYP BLOCKING BETWEENTRUSS TOP CHORDS FASTEN W/ (3)10d TOE-NAILS EACH ENDDIAGONAL BRACE TO 2x4NAILER W/ HGA10NOTES1. DETAIL SIMILAR FOR TRAY CEILINGAPPLICATIONS2. FOR PORCH LOCATIONS, 36" VERTICALNAILER AND DIAGONAL BRACE MAY BEOMITTED PROVIDED PORCH CEILING ISFULLY SHEATHED 2x6 No.2 SYP DIAGONALBRACE, FOR BRACE LENGTHS>8FT PROVIDE 2x6 T-BRACE 2x4 No. 2 SYP BLOCKINGBETWEEN OUTLOOKERS,FASTEN W/ (3) 10d TOE-NAILSEACH ENDOUTLOOKER TOTC W/ (3) 10dTOE-NAILS P O R C H S H E A T H I N G @ A L L E X T E R I O R P O R C H E S T R U S S E S P A R A L L E L T R U S S E S P E R P E N D I C U L A R F U L L Y S H E A T H P O R C H C E I L I N G W / 7 1 6 " 2 4 / 1 6 S P A N R A T E D O S B , F A S T E N W / 8 d C O M M O N S @ 3 " O C E D G E , 1 2 " O C F I E L D P R E - M A N U F . R O O F T R U S S B Y O T H E R S 2 x _ N o . 2 S Y P N A I L E R , F A S T E N T O B E A M W / 1 0 d @ 4 " O C 2 x _ N o . 2 S Y P N A I L E R , F A S T E N T O W A L L D B L T O P P L T W / 1 0 d @ 4 " O C P R E - M A N U F . R O O F T R U S S B Y O T H E R S F U L L Y S H E A T H P O R C H C E I L I N G W / 7 1 6 " 2 4 / 1 6 S P A N R A T E D O S B , F A S T E N W / 8 d C O M M O N S @ 3 " O C E D G E , 1 2 " O C F I E L D P R E - M A N U F . R O O F T R U S S B Y O T H E R S 2 x _ N o . 2 S Y P N A I L E R , F A S T E N T O B E A M W / 1 0 d @ 4 " O C 2 x _ N o . 2 S Y P B L O C K I N G , F A S T E N T O T R U S S B C W / ( 3 ) 1 0 d T O E - N A I L S E A C H E N D U P L I F T C O N N E C T O R S N O T S H O W N F O R C L A R I T Y , S E E S H E E T S D . 1 F O R T Y P I C A L W A L L S E C T I O N S P O R C H B E A M T O W A L L D E T A I L S B E A M T O W A L L S T U D S W / H U C H A N G E R T O M A T C H B E A M D I M E N S I O N S B E A M P O C K E T A T T O P P L T E L E V B E A M B R G A B O V E T O P P L T E L E V W A L L S T U D S B E L O W P O R C H B E A M , N o . S T U D S T O M A T C H N o . B E A M P L I E S P E R P E N D I C U L A R W A L L F R A M I N G B E Y O N D , I F A P P L I C A B L E B E A M T O P E R P . W A L L S T U D S W / H T S 2 0 O R T O P A R A L L E L W A L L S T U D S W / M S T A 2 4 W A L L S T U D S B E L O W P O R C H B E A M , N o . S T U D S T O M A T C H N o . B E A M P L I E S P E R P E N D I C U L A R W A L L F R A M I N G B E Y O N D , I F A P P L I C A B L E B E A M W / H A N G E R A T T O P P L T E L E V N O T C H T O P O F B E A M 3 " T O S I T B E L O W W A L L D B L T O P P L T B E A M T O P E R P . W A L L S T U D S / P O S T D O W N W / H T S 2 0 O R T O P A R A L L E L W A L L S T U D S / P O S T D O W N W / M S T A 2 4 P E R P E N D I C U L A R W A L L F R A M I N G B E Y O N D , I F A P P L I C A B L E V E R T I C A L P O S T D O W N T O P R O V I D E F U L L B R G T O W A L L D B L T O P P L T , ( W H E R E P O S T D O W N > 1 2 " L O N G , A D D ( 1 ) M S T A 2 4 P O S T D O W N T O W A L L S T U D S B E L O W ) GARAGE DOOR JAMB GARAGE R E T U R N FRAMING & H O L D D O W N S PER PLAN 2 x _ G A R A G E G O A L P O S T , F A S T E N W / ( 2 ) R O W S 5 1 6 " x 3 " G A L V A N I Z E D L A G S C R E W S @ 1 2 " O C 2 x _ P T B U C K I F R E Q , F A S T E N W / ( 2 ) R O W S 1 6 d C O M M O N @ 1 6 " O C F A S T E N G A R A G E D O O R T R A C K P E R M A N U F A C T U R E R ' S I N S T A L L A T I O N S P E C I F I C A T I O N S TYPICAL SHEARWALL FRAMI N G E L E V A T I O N EDGE NAILSHEATHING PER WALLSHEATHING NOTESUPPER LEVEL 1 S T L E V E L UPPER LEVEL WALLFRAMING PER PLANBOTTOM PLATENAILING PER WALLSHEATHING NOTESRIBBON BOARD PERTYP FLOOR DETAILS S T R A P S H E A R W A L L E N D S T U D S T O F R A M I N G B E L O W P E R P L A N . P R O V I D E C O N T . B E A R I N G U N D E R S H E A R W A L L E N D S T U D S A S R E Q ' D S H E A R W A L L E N D S T U D S P E R W A L L S H E A T H I N G N O T E S S H E A R W A L L E N D S T U D S P E R W A L L S H E A T H I N G N O T E S 1 S T L E V E L W A L L F R A M I N G P E R P L A N 1 S T L E V E L S H E A R W A L L E N D S T U D S T O F N D W / H O L D - D O W N P E R N O T E 1 8 1 S T L E V E L R O W I N C R E A S E B O T T O M P L A T E A N C H O R A G E P E R W A L L S H E A T H I N G N O T E S 1 S T L E V E L D B L T O P P L T F O U N D A T I O N P E R P L A N FLOOR FRAMINGPER PLAN U P P E R L E V E L D B L T O P P L T U P P E R L E V E L B O T T O M P L T NOTE 18_ N O T E : I F N O T E 1 8 I S S P E C I F I E D O N T H E 1 S T L E V E L P L A N , N O T E S D O N O T C O N T I N U E U P T O U P P E R L E V E L W A L L S A B O V E . I F R E Q U I R E D , N O T E 1 8 W I L L B E S P E C I F I E D O N U P P E R L E V E L P L A N E D G E N A I L S H E A T H I N G P E R W A L L S H E A T H I N G N O T E S N O T E 1 8 _ NOTE: IF NOTE 18 IS SPECIFIED O N T H E UPPER LEVEL PLAN, NOTES DO N O T CONTINUE DOWN TO 1ST LEVE L W A L L S BELOW. IF REQUIRED, NOTE 18 W I L L B E SPECIFIED ON 1ST LEVEL PLANA5A6 A 7 A 8 B 8 B 7 B6B5 C5C6 C 7 C 8 S E C T I O N A - A E A C H B E A M T O P O S T W / C S 1 8 O R M S T A 2 4 E A C H B E A M T O P O S T W / C S 1 8 O R M S T A 2 4 P T P O S T B E L O W TYPICAL CONNECTION AT U P P E R L E V E L P O R C H B E A M P T P O S T P E R P L A N S T A G G E R B E A M P L I E S A S S H O W N T O P R O V I D E B R G O N P O S T P T P O S T O R S T U D S P E R P L A N D E C K J O I S T P E R P L A N UPPER LEVEL POSTTO FIRST LEVEL POSTW/ MSTA36 OR CS18 PROVIDE FULL HEIGHT2x PT CRIPPLES BELOWUPPER LEVEL POST B A L L O O N F R A M E D P A R A P E T G A B L E B A L L O O N F R A M E S T U D S C O N T T O T O P P L T , S P A C I N G P E R P L A N R A K E D D B L T O P P L T @ T O P O F P A R A P E T W A L L R O O F D E C K O U T L I N E O F G A B L E T R U S S S E T T O I N S I D E F A C E O F W A L L , I F A P P L I C A B L E P E R P L A N I N T E R I O R S H E A R W A L L T O R O O F T R U S S 2 x 4 N o . 2 S Y P B L O C K I N G @ 1 2 " O . C . , F A S T E N E A C H B L O C K T O D B L T O P P L T W / ( 4 ) 1 0 d T R U S S B C T O B L O C K I N G / N A I L E R W / ( 3 ) 1 0 d F A C E N A I L S S P E C I A L S H E A R W A L L S H E A T H I N G R E Q U I R E D , S E E F R A M I N G N O T E S F O R S P E C I F I C A T I O N S P R E - M A N U F A C T U R E D R O O F T R U S S B Y O T H E R S T R U S S E S P A R A L L E L 2 x 4 N o . 2 S Y P E D G E W I S E B L O C K I N G B E T W E E N T R U S S B C , F A S T E N T O D B L T O P P L T W / 1 0 d T O E - N A I L S @ 3 " O . C . S P E C I A L S H E A R W A L L S H E A T H I N G R E Q U I R E D , S E E F R A M I N G N O T E S F O R S P E C I F I C A T I O N S P R E - M A N U F A C T U R E D R O O F T R U S S B Y O T H E R S , T R U S S R E Q T O H A V E V E R T I C A L O V E R S H E A R W A L L T R U S S E S P E R P E N D I C U L A R · 2 x 4 N o . 2 S Y P X - B R A C I N G B E T W E E N T R U S S V E R T I C A L S , R E Q F U L L L E N G T H O F S H E A R W A L L · F A S T E N X - B R A C I N G T O E A C H T R U S S V E R T I C A L W / ( 3 ) 1 0 d F A C E - N A I L S N O T E : W H E R E D R A G T R U S S A L I G N S D I R E C T L Y O N T O P O F S H E A R W A L L , F A S T E N D R A G T R U S S B C T O S H E A R W A L L D B L T O P P L T W / 1 0 d T O E - N A I L S @ M A X 4 " O C S P A C I N G M A X 1 1 " 2 x _ N o . 2 S Y P N A I L E R F A S T E N E D T O S W D B L T O P P L T W / 1 0 d F A C E - N A I L S @ 3 " O C O P T I O N 2 O P T I O N 1 T R U S S B C T O N A I L E R W / 1 0 d F A C E N A I L S @ 3 " O C PORTAL FRAME ELEVATION- TYPICAL AT EACH END WALL SEGMENT JACK STUDS @ OPENING& END OF PORTALSEGMENT TO FDN W/HTT5MIN (1) ANCHOR WITHINGARAGE RETURNFDN PER PLAN PROVIDE (2) 2x_ BLOCKING@ PANEL SPLICELOCATION, IF APPLICABLE 2x_ BLOCKING, FASTENTO UNDERSIDE OF HDRW/ (2) ROWS 16d SINKER@ 3"OC(3) JACK STUDS @OPENING(2) JACK STUDS/ (1) KINGSTUD @ END OF PORTALSEGMENT HEADERPER PLAN HDR TO JACKS W/(2) MSTA24 OR CS18MAX 10-0" PLT HGT MAX 2FT PONY WALL,IF APPLICABLESHEATHING FASTENINGPORTAL FRAMING CONT SHEATHINGNO PANEL SPLICESCONT SHEATHINGNO PANEL SPLICES IF NEEDED, SPLICE PANELWITHIN MIDDLE 24" & PROVIDEBLOCKING/NAILING AS SHOWNVERTICAL PANELSPLICE @ OPENINGIS PERMITTEDEDGE NAILSHEATHING W/ (2)ROWS 8d COMMON @3" OC, TYP AS SHOWN SHEATHING TO HDRW/ 8d COMMON @ 3"OC IN GRID PATTERNAS SHOWN NAILING ONLYAPPLICABLE W/ PONYWALL FOR >10FT PLT S T R U C T U R A L E N G I N E E R I N G P 9 0 4 - 5 0 3 - 3 2 8 3 R U S S R O W . C O M C . A . N o . 3 2 7 5 6 1 1 - 0 4 - 2 0 2 0 Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2019 Copyrightc 2 0 - 0 9 0 7 K 1 7 0 0 1/4" = 1'-0" BDP/AKR Revisions: assumes no liability for any homeconstructed from these plans. It is the responsibility of the purchaser,builder or contractor to verify alldimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to bereproduced or copied in anyform or manner whatsoever without the written permission ofKlaybor & Associates, inc. Klaybor & Associates, Inc. B u i l d i n g D e p t : 11-04-2020 LAYBOR S D . 2 P L A N V I E W H O L D D O W N O N L Y R E Q I F S P E C I F I E D O N P L A N T Y P I C A L S T U D F R A M I N G P E R P L A N C O R N E R S T U D S F R A M E D A S S H O W N , F A S T E N S T U D S W / 1 0 d @ 4 " O C C A L I F O R N I A C O R N E R D E T A I L 3 6 " L O N G S C A B F A S T E N E D T O C O R N E R S T U D W / M I N ( 2 0 ) 1 0 d , O N L Y R E Q W I T H H O L D D O W N T Y P I C A L B O T T O M P L T A N C H O R S P E R P L A N E L E V A T I O N V I E W 3 6 " L O N G S C A B F A S T E N E D T O C O R N E R S T U D W / M I N ( 2 0 ) 1 0 d , O N L Y R E Q W I T H H O L D D O W N H O L D D O W N O N L Y R E Q I F S P E C I F I E D O N P L A N T Y P I C A L B O T T O M P L T A N C H O R S P E R P L A N S T U D I N P E R P E N D I C U L A R W A L L F R A M E D P E R P L A N V I E W M I N ( 3 ) F A S T E N E R S A T B E A M S P L I C E E N D J O I N T NAIL S P A C I N G A B O V E MULTI-PLY BEAM/HDR CON N E C T I O N ( T O P - L O A D E D O N L Y ) 2-PLY (2) ROWS 10d@ 12" OCSTAGGERED 3 - P L Y ( 3 ) R O W S 1 0 d @ 1 2 " O C S T A G G E R E D , I N S T A L L E D F R O M E A C H F A C E 4 - P L Y ( 2 ) R O W S 6 " S D W S C R E W S @ 2 4 " O C S T A G G E R E D NOTE:·OPTIONAL OSB F L I T C H M A Y B E A D D E D BETWEEN BEAM P L I E S A T C O N T R A C T O R ' S DISCRETION·FASTENER SUB S T I T U T I O N W / O S B F L I T C H : ··USE 10d CO M M O N I L O 1 0 d N A I L S ··SDW SCRE W S T O B E I N S T A L L E D F R O M EACH FACE F O R 4 - P L Y M E M B E R S A9 B9 C9 4x8 No.2 SYP PT BEAM, FASTEN TOBRACKET W/ (1) 6" LONG SDWHSCREW, COUNTER-BORE AS REQ'DALL BRACKET MEMBERS TO BE 6x6 No.2SYP PT. 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N o . 3 2 7 5 6 1 1 - 0 4 - 2 0 2 0 Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2019 Copyrightc 2 0 - 0 9 0 7 K 1 7 0 0 1/4" = 1'-0" BDP/AKR Revisions: assumes no liability for any homeconstructed from these plans. It is the responsibility of the purchaser,builder or contractor to verify alldimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to bereproduced or copied in anyform or manner whatsoever without the written permission ofKlaybor & Associates, inc. Klaybor & Associates, Inc. B u i l d i n g D e p t : 11-04-2020 LAYBOR S D . 3 ( 2 ) 2 x _ B L O C K I N G I N L I N E W / D B L T O P P L T O F L O W E R B R G H E I G H T W A L L , F A S T E N T O S T U D S W / ( 3 ) 1 0 d T O E - N A I L S E A C H E N D C H A N G E I N P L A T E H E I G H T W A L L D B L T O P P L T T O B L O C K I N G W / ( 2 ) M S T A 2 4 O R ( 2 ) C S 1 8 H O R I Z O N T A L S T R A P S C E N T E R E D A B O U T C H A N G E I N P L T H E I G H T W A L L E N D S T U D T O D B L T O P P L T W / S D W C 1 5 6 0 0 B 1 1 C C CONTINUOUS (2) 2x8 BEAM CONTINUOUS (2) 2x8 BEAM ( 3 ) 2 x 6 S T U D P A C K , S E E S E C T I O N A - A ( 2 ) 2 x 8 E N D J O I S T E A C H E N D H U C 2 8 - 2 E A C H E N D 2 x 8 J O I S T @ 2 4 " O . C . 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D u c t Eq u i v i l e n t R e c t . D u c t BA T H 2 VA N I T Y 2 63 3 38 8 0 KI T C H E N X 2 3 3 1 6 PW D R He i g h t W i d t h 49 6 13 4 0 Fi n a l S i z e 46 9 0 7 . 2 9 6 9 Su p p l y - s i d e T r u n k s 45 6 66 7 2 LA U N D R Y As s o c i a t e d S u p p l y R u n s Eq u i v i l e n t R e c t . D u c t Eq u i v i l e n t R e c t . D u c t Flex 30 1 4 39 5 Air Conditioning Contractors of America, Manual D, Third Edirtion Element Length Length Length Length Trunk Length 27 Trunk Length Trunk Length Runout Length 14 Group Effective Group Effective Group Effective Group Effective Letters Length Letters Length Letters Length Letters Length Group 1 ◄1A 35 Group 2 ◄ Group 3 ◄ Group 4 ◄4AD 60 Group 8 ◄(3)8A 60 Group 9 ◄(4)9A+9K 160 Group 11 ◄ Group 12 ◄ Other Other Other Other Other Total Length 356 0 0 0 Design TEL Element Length Length Length Length Trunk Length 15 Trunk Length Trunk Length Runout Length 13 Group Effective Group Effective Group Effective Group Effective Letters Length Letters Length Letters Length Letters Length Group 5 ◄5H 30 Group 6 ◄6M 20 Group 7 ◄ Group 8 ◄(4)8A 80 Group 10 ◄10E 25 Group 11 ◄ Group 12 ◄ Other Other Other Other Total Length 183 0 0 0 Design TEL 356 183 Straight Run Fittings Effective Length Worksheet Supply Run ID Number Return Run ID Number Fittings Straight Run Air Conditioning Contractors of America, Manual D, Third Edition 0.6 IWC Heating Cooling 1200 1200 High High 0.345 IWC 0.255 IWC 539 Feet 0.05 IWC/100 Electric resistance heating coil Hot water coil CFM from manufacturers tables Fan Speed Step 1) Manufacturer's Blower Data Supply outlet 0.03 Step 3) Available Static Pressure (ASP) Step 4) Total Effective Length (TEL) UV lights or other device Low efficiency filter High or mid-efficiency filter Electronic filter Humidfier Balancing damper ◄ Step 5) Friction Rate Design Value (FR) Total component losses (CPL) Friction Rate Worksheet External static pressure (ESP) Return grille heat exchanger Direct expansion refrigerant coil Step 2) Component Pressure Losses (CPL) 0.15 0.01 0.03 0.125 RES20-0318 Comp. By:JBD Date:12/15/2020 Public Works Department City of Atlantic Beach Permit No:12-696 Address:330 Country Club Lane Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V = CAR/12 Where: V = Volume of Runoff C = Coefficient of Runoff A = Area of lot in square feet R= 25-yr / 24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 5,000 ft2 Runoff Coefficient Area Lot Area Description (ft2)(ft2)"C"Wtd "C" Impervious 2,227 5,000 1.00 0.45 Pervious 2,773 5,000 0.20 0.11 Runoff Coefficient (C) =0.56 Runoff Volume V = 0.56 x 5,000 x 9.3 /12 V = 2,156 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 5,000 ft2 Runoff Coefficient Area Lot Area Description (ft2)(ft2)"C"Wtd "C" Impervious 2,222 5,000 1.00 0.44 Pervious 2,778 5,000 0.20 0.11 Runoff Coefficient (C) =0.56 Runoff Volume V = 0.56 x 5,000 x 9.3 /12 V = 2,153 ft3 Required Storage Volume DV = Postdevelopment Runoff Volume - Predevelopment Runoff Volume DV = 2,153 -2,156 DV = -3 ft3 HENCE THERE IS LESS RUNOFF IN THE POST-DEVELOPMENT THAN IN THE EXISTING CONDITION. NO ONSITE STORATE REQUIRED Retention - 330 CCL 187 East Coast Drive 12/15/2020 I N D E X O F D R A W I N G S 1 2 5 C S 6 9 S L A B P L A N F L O O R P L A N S E X T E R I O R E L E V A T I O N S & R O O F P L A N S C O V E R S H E E T W A L L S E C T I O N S E L E C T R I C A L P L A N S S Q U A R E F O O T A G E T A B U L A T I O N F L O R I D A B U I L D I N G C O D E 6 t h E D I T I O N ( 2 0 1 7 ) , R E S I D E N T I A L N F P A 7 0 - 2 0 1 4 N A T I O N A L E L E C T R I C C O D E G O V E R N I N G B U I L D I N G C O D E S : O C C U P A N C Y : G R O U P R ( R E S I D E N T I A L ) C O N S T R U C T I O N T Y P E : V - B C O V E R E D B A L C O N Y 8 0 S E C O N D F L O O R L I V I N G 1 0 2 0 8 F L A S H I N G D E T A I L S F I R S T F L O O R L I V I N G 1 1 3 6 T H E R M A L E N V E L O P E V O L U M E ( V E R I F Y W / A T T A C H E D E N E R G Y C A L C U L A T I O N S ) C O V E R E D E N T R Y 2 1 T O T A L L I V I N G 2 1 5 6 A T L A N T I C B E A C H , F L 3 2 2 3 3 1 8 7 E A S T C O A S T D R I V E L O T 1 7 - A T L A N T I C B E A C H T E R R A C E D U V A L C O U N T Y , F L O R I D A 7 W A L L S E C T I O N S Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2020 Copyrightc 2 0 - 1 0 5 9 K 1 7 0 0 1/4" = 1'-0" JBF 10/2/2020 Revisions: THE HIPP RESIDENCE 2156 SQ FT (LIVING) assumes no liability for any home constructed from these plans. It isthe responsibility of the purchaser, builder or contractor to verify all dimensions prior to proceeding withconstruction. Contractor must verify compliance with all local building codes. These drawings are not to be reproduced or copied in anyform or manner whatsoever without the written permission ofKlaybor & Associates, inc. Klaybor & Associates, Inc. 187 EAST COAST DRIVE B u i l d i n g D e p t : Residential Designers & ASSOCIATES LAYBOR ATLANTIC BEACH, FL 32233 F U T U R E S T U D I O 4 1 1 T O T A L H O U S E C O V E R E D 2 2 5 7 D E T A C H E D G A R A G E 5 4 3 S E C O N D F L O O R 1 0 , 5 8 8 C U B I C F T F I R S T F L O O R 1 1 , 3 6 0 C U B I C F T T O T A L G A R A G E C O V E R E D 9 5 4 R E # : 1 7 2 5 4 3 - 0 0 0 0 3 S T A I R D E T A I L S & B U I L D I N G S E C T I O N S T O T A L D W E L L I N G U N I T 2 1 , 9 4 8 C U B I C F T 4 E X T E R I O R E L E V A T I O N S C S G L E N N L A Y T O N H O M E S T H E H I P P R E S I D E N C E R E S 2 0 - 0 3 1 8 Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2020 Copyrightc 2 0 - 1 0 5 9 K 1 7 0 0 1/4" = 1'-0" JBF 10/2/2020 Revisions: THE HIPP RESIDENCE 2156 SQ FT (LIVING) assumes no liability for any home constructed from these plans. It is the responsibility of the purchaser, builder or contractor to verify all dimensions prior to proceeding withconstruction. Contractor must verify compliance with all local building codes. These drawings are not to be reproduced or copied in anyform or manner whatsoever without the written permission ofKlaybor & Associates, inc. Klaybor & Associates, Inc. 187 EAST COAST DRIVE B u i l d i n g D e p t : Residential Designers & ASSOCIATES LAYBOR ATLANTIC BEACH, FL 32233 1 G L E N N L A Y T O N H O M E S Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2020 Copyrightc 2 0 - 1 0 5 9 K 1 7 0 0 1/4" = 1'-0" JBF 10/2/2020 Revisions: THE HIPP RESIDENCE 2156 SQ FT (LIVING) assumes no liability for any homeconstructed from these plans. It is the responsibility of the purchaser, builder or contractor to verify all dimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to be reproduced or copied in any form or manner whatsoever withoutthe written permission of Klaybor & Associates, inc. Klaybor & Associates, Inc. 187 EAST COAST DRIVE B u i l d i n g D e p t : Residential Designers & ASSOCIATES LAYBOR ATLANTIC BEACH, FL 32233 2 G L E N N L A Y T O N H O M E S 3 Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2020 Copyrightc 2 0 - 1 0 5 9 K 1 7 0 0 1/4" = 1'-0" JBF 10/2/2020 Revisions: THE HIPP RESIDENCE 2156 SQ FT (LIVING) assumes no liability for any home constructed from these plans. It isthe responsibility of the purchaser, builder or contractor to verify all dimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to be reproduced or copied in any form or manner whatsoever without the written permission ofKlaybor & Associates, inc. Klaybor & Associates, Inc. 187 EAST COAST DRIVE B u i l d i n g D e p t : Residential Designers & ASSOCIATES LAYBOR ATLANTIC BEACH, FL 32233 G L E N N L A Y T O N H O M E S 4 Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2020 Copyrightc 2 0 - 1 0 5 9 K 1 7 0 0 1/4" = 1'-0" JBF 10/2/2020 Revisions: THE HIPP RESIDENCE 2156 SQ FT (LIVING) assumes no liability for any home constructed from these plans. It is the responsibility of the purchaser,builder or contractor to verify all dimensions prior to proceeding withconstruction. Contractor must verify compliance with all local building codes. These drawings are not to be reproduced or copied in anyform or manner whatsoever without the written permission of Klaybor & Associates, inc. Klaybor & Associates, Inc. 187 EAST COAST DRIVE B u i l d i n g D e p t : Residential Designers & ASSOCIATES LAYBOR ATLANTIC BEACH, FL 32233 G L E N N L A Y T O N H O M E S 5 Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2020 Copyrightc 2 0 - 1 0 5 9 K 1 7 0 0 1/4" = 1'-0" JBF 10/2/2020 Revisions: THE HIPP RESIDENCE 2156 SQ FT (LIVING) assumes no liability for any home constructed from these plans. It isthe responsibility of the purchaser, builder or contractor to verify alldimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to bereproduced or copied in any form or manner whatsoever withoutthe written permission of Klaybor & Associates, inc. Klaybor & Associates, Inc. 187 EAST COAST DRIVE B u i l d i n g D e p t : Residential Designers & ASSOCIATES LAYBOR ATLANTIC BEACH, FL 32233 G L E N N L A Y T O N H O M E S 6 Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2020 Copyrightc 2 0 - 1 0 5 9 K 1 7 0 0 1/4" = 1'-0" JBF 10/2/2020 Revisions: THE HIPP RESIDENCE 2156 SQ FT (LIVING) assumes no liability for any home constructed from these plans. It isthe responsibility of the purchaser, builder or contractor to verify all dimensions prior to proceeding withconstruction. Contractor must verify compliance with all local building codes. These drawings are not to be reproduced or copied in anyform or manner whatsoever without the written permission ofKlaybor & Associates, inc. Klaybor & Associates, Inc. 187 EAST COAST DRIVE B u i l d i n g D e p t : Residential Designers & ASSOCIATES LAYBOR ATLANTIC BEACH, FL 32233 G L E N N L A Y T O N H O M E S 7 Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2020 Copyrightc 2 0 - 1 0 5 9 K 1 7 0 0 1/4" = 1'-0" JBF 10/2/2020 Revisions: THE HIPP RESIDENCE 2156 SQ FT (LIVING) assumes no liability for any home constructed from these plans. It isthe responsibility of the purchaser, builder or contractor to verify all dimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to be reproduced or copied in any form or manner whatsoever without the written permission ofKlaybor & Associates, inc. Klaybor & Associates, Inc. 187 EAST COAST DRIVE B u i l d i n g D e p t : Residential Designers & ASSOCIATES LAYBOR ATLANTIC BEACH, FL 32233 G L E N N L A Y T O N H O M E S 8 Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2020 Copyrightc 2 0 - 1 0 5 9 K 1 7 0 0 1/4" = 1'-0" JBF 10/2/2020 Revisions: THE HIPP RESIDENCE 2156 SQ FT (LIVING) assumes no liability for any homeconstructed from these plans. It is the responsibility of the purchaser, builder or contractor to verify alldimensions prior to proceeding with construction. Contractor must verify compliance with all local building codes. These drawings are not to bereproduced or copied in any form or manner whatsoever withoutthe written permission of Klaybor & Associates, inc. Klaybor & Associates, Inc. 187 EAST COAST DRIVE B u i l d i n g D e p t : Residential Designers & ASSOCIATES LAYBOR ATLANTIC BEACH, FL 32233 G L E N N L A Y T O N H O M E S Drawn by: Date: Scale: P l a n # : J o b # : Klaybor & Associates, Inc. 2020 Copyrightc 2 0 - 1 0 5 9 K 1 7 0 0 1/4" = 1'-0" JBF 10/2/2020 Revisions: THE HIPP RESIDENCE 2156 SQ FT (LIVING) assumes no liability for any home constructed from these plans. It is the responsibility of the purchaser, builder or contractor to verify all dimensions prior to proceeding withconstruction. Contractor must verify compliance with all local building codes. These drawings are not to be reproduced or copied in anyform or manner whatsoever without the written permission ofKlaybor & Associates, inc. Klaybor & Associates, Inc. 187 EAST COAST DRIVE B u i l d i n g D e p t : Residential Designers & ASSOCIATES LAYBOR ATLANTIC BEACH, FL 32233 9 G L E N N L A Y T O N H O M E S RES20-0318