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THE CLOISTER UNIT 65 DRAWINGProject Engineer:6550 ROOSEVELT BLVD.JACKSONVILLE, FL 32244(904) 680-6279DesignersEngineersGroupCASTILLOTheA Florida Corporation6550 Roosevelt Blvd.Jacksonville, FL 32244(904) 680-6279FL CoA No. 29015YOUNG AMERICAN 10TH STREET-UNIT 65, JACKSONVILLE BEACH, FL MODEL: RENOVATIONElizabeth A. Woodward, PEProfessional EngineerFL License No. 61947STRUCTURAL CODES & DESIGN STANDARDS:Florida Building Code - Residential 2014Florida Building Code 2014 (as applicable)ASCE 7-10NDS-05TPI 1-07ACI 318-05WFCM-01ENCLOSED130 mph (3 sec. gust)DII+0.18/-0.18DESIGN CRITERIA:BUILDING TYPEBASIC WIND SPEEDEXPSOUIRE CATEGORYBUILDING CATEGORYINTERNAL PRESSURE Coef.20#/sf7#/sf20#/sf1.2540#/sf12#/sf (Including Cln'g Below)1.0010#/sf (Non-concurrent)20#/sf (Concurrent)5#/sfPER TABLES1.60N/ADESIGN LOADS:ROOFS LIVE LOAD DEAD LOAD/SHINGLES DEAD LOAD/TILE DURATION FACTORFLOORS LIVE LOAD DEAD LOAD DURATION FACTORCEILINGS/ATTICS LIVE LOAD/NO STORAGE LIVE LOAD w/ STORAGE DEAD LOADWIND LOADING DURATION FACTORSIESMICGENERAL NOTES:1. All notes, drawings, details, tables, references and specifications depicted within these engineering documents shall be reviewed by the client and each material and/orservice contributor prior to initiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall only befurnished by those persons and/or entities with a thorough understanding of the notes, drawings, details, tables, references and specifications depicted herein, as well as athorough knowledge of applicable construction and safety practices required to execute a design such as the one depicted herein.2. These engineering documents have been prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609and 1610 of the Florida Building Code, and/or Sections R301.1 (excluding "flood" design, unless specifically noted within these documents), R301.1.3 and R301.2.1.4along with Tables R301.5, R301.6 and R301.7 of the Florida Building Code - Residential. The engineer's scope of work is limited to only providing the necessary analysis,drawings, details and specifications commonly required to depict the construction necessary to conform to or with the structural loading requirements as outlined in theaforementioned sections of the code and specifically excludes other elements of a structural nature as well as all elements of a non-structural nature. Additionally, theengineer's scope of work specifically excludes engineering functions delegated to others [i.e. roof and/or floor truss design, engineered wood products design (except EWPspecified herein), etc.] as well as other disciplines of engineering - i.e. mechanical, electrical, plumbing, geotechnical, environmental, site (including drainage), etc. And,the engineer's scope of work specifically excludes design elements of an architectural or non-structural nature, including but not limited to egress and life safety; moistureprotection, infiltration and/or resistance; resistance to wood destroying organisms ("WDO"); fire-resistance; energy efficiency, etc. The engineer further warrants that thestructure depicted within these documents, to the best of his or her knowledge, complies with the applicable portions of the aforementioned sections of the code and makesno other claims, warranties or guarantees relative to these documents with regard to their fitness for any purpose. Any data included within these documents that addresselements beyond the specific confines of the aforementioned code sections and stated limitations is purely incidental to the engineer's scope of work and shall beresponsibility of the appropriate entity - i.e. owner, architect, contractor, and/or building official, individually and collectively - to design, account for or otherwise verify asappropriate for the intended purpose.3. The structure depicted within these engineering documents, unless specifically noted herein as otherwise, has not been designed to resist flooding or the associated effectsthereof. It is the responsibility of others - i.e. owner, architect, contractor, site developer and/or building official, individually and collectively - to establish the minimumappropriate building elevation for the subject site and the improvements located there upon. In no case shall the structure depicted herein be sited at an elevation less thanthe minimum prescribed by FEMA, as prescribed by FEMA and enhanced by the local controlling authority, or as prescribed by the community engineering and approvedby the local controlling authority. Furthermore, the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a flood zone"V" unless these engineering documents specifically indicate the design(s) depicted herein are resistant to the potential effects of V-class flood zones.4. The design(s) depicted within these engineering documents has/have been prepared in accordance with the applicable laws, codes, standards, rules, etc., (referencedherein) as interpreted and enforced by local authorities having jurisdiction and, further, the engineer is not aware of any errors or omissions contained within the design(s)or documents, nor of any inconsistencies between the design(s) and documents and the applicable laws, codes, et al. However, should any portion of these engineeringdocuments be found to include an error or omission, the engineer, upon appropriate notification, will correct the document(s) in a timely fashion without additional fee tothe client - unless the error or omission arose from flawed, incomplete or ambiguous data provided to the engineer, which will result in additional fees due to the engineerfor the additional services provided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision, correction or update to theengineering documents or addendum thereto.5. These engineering documents may be used one-time-only, and only at the specific site or location identified herein. The design(s) depicted herein may not be used toexecute (a) subsequent structure(s) or elements thereof, nor shall the design(s) be executed at a location other than the one site or location specified herein.6. Use of these documents for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein.7. Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction if a conflict is present.8. Any discrepancies between these engineering documents and the architectural drawings, site plan, survey and/or other data or information shall be reported to theengineer before the commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered duringconstruction, construction should cease until such time as the discrepancies have been resolved.9. These engineering documents have been prepared consistent with the architectural drawings and details provided by others - that include dimensions, opening locationsand other specific information - which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of the replicated informationor for claims arising from the use thereof.10. Unless specifically depicted within these engineering documents, the engineer has not been made aware of nor accounted for other components, elements or systemsthat may be intended by others and could affect the performance and/or serviceability of the structure depicted herein.11. These engineering documents should never be scaled. Wall framing should be based on the stud table(s), specifications and/or the relevant notes provided herein. Wallframing shall not be assumed based upon the "scaled" wall width depicted on these or any other drawings, or based upon notes or references included in the architecturaldrawings.12. These engineering documents include specific information of a structural nature - i.e. the size, grade, species, quantity, strength, etc. of headers, beams, columns, posts,studs, joists, rafters, sheathing, footings, reinforcing, connectors, fasteners, etc. This information supersedes information of a similar nature that may be shown on theassociated architectural drawings. Additionally, the size, grade, species, quantity, strength, etc. of the structural elements specified herein may be exceeded or enhanced,within reason, at the discretion of the user without additional review or analysis by the engineer, unless specifically prohibited by the engineer.13. These engineering documents include multiple pages with cross-references. All pages of the engineering documents should be reviewed and understood before usingthe documents for any purpose. If (a) page(s) of the engineering documents is/are missing, illegible or otherwise unusable, obtain complete and legible documents beforeproceeding with intended use.14. It is the intent of the engineer that the structure depicted within these engineering documents be executed in conformance with all requirements of the authorities havingjurisdiction over the construction and/or occupancy depicted herein. All contractors - including materials and/or labor contributors - are responsible for the means andmethods of constructing the structure depicted herein and shall perform their respective functions in conformance with all applicable laws, rules, regulations, codes andstandards. Under no circumstance shall these engineering documents, nor any portion thereof, be used for any purpose until a) they have been reviewed, b) they have beenapproved, and c) (an) appropriate permit(s) has/have been issued to execute the design(s) depicted herein by the appropriate controlling authority(ies) or their designee(s).Furthermore, all construction arising from the design(s) depicted within these engineering documents shall be inspected as required by the authority(ies) responsible for theissuance of any permit(s) and shall pass each required inspection before the construction progresses further. No Certificate of Occupancy (or similar statement ofcompletion) shall be issued for the structure depicted within these engineering documents, nor shall the structure be occupied or otherwise used for any purpose, until suchtime as the authority(ies) having jurisdiction over the construction and/or occupancy of said structure have confirmed the structure is safe, sound and in compliance with allapplicable laws, rules, codes, etc., and consistent with the drawings, details, tables, references and specifications depicted within these engineering documents.15. It is the sole responsibility of the contractor(s) and labor contributors executing the design(s) depicted within these engineering documents to determine the propererection procedures and sequences required to insure the safety of those providing the labor and materials necessary to execute the designs, as well as insure the soundnessof the structure and its sub-elements and/or components throughout the construction process. Furthermore, it is the sole responsibility of the contractor(s) and laborcontributors to provide appropriate and adequate temporary bracing necessary to maintain a safe, plumb and level structure during the construction process, until such timeas all of the structural elements and components depicted within these documents are properly installed, inspected and approved. Bracing shown throughout theseengineering documents is permanent bracing and should not be confused with or substituted for the aforementioned temporary bracing.16. Yet-to-be-installed building materials - such as gypsum board ("drywall") and roof shingles or tiles - placed on the floor(s) or roof(s) of the structure depicted withinthese engineering documents shall be evenly distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowable live loads of thefloor or roof; Unless indicated otherwise within these documents, 40#/sf for floors and 20#/sf for roofs.17. All materials specified within these engineering documents shall be installed properly, in a workman-like manner and in accordance with the directions and instructionsprovided by the manufacturer, or as otherwise indicated by the code or associated product approval document.18. These engineering documents have been prepared using the version of the Florida Building Code and/or Florida Building Code - Residential (along with the associatedstandards and design methodologies referenced therein) applicable at the time of the preparation of the documents. As the applicable code, standards and methodologies areroutinely updated and/or supplemented, the engineering may become outdated and invalid for use if the documents are not submitted to the local permitting andenforcement agency (and subsequently used for construction) in a prompt manner. Should permitting and/or actual construction be delayed beyond the applicable effectivedate of the edition of the code, standards and/or deign methodologies referenced herein, the engineering documents shall become null and void and shall be returned to theengineer, who may subsequently be contracted to update or re-engineer the structure (as deemed applicable) to the current edition of the appropriate code, standards and/ormethodologies. In no case shall these documents be used for permitting or construction more than one (1) year after their date of original issue.19. Engineering documents such as these depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As such, extremecare and code-required factors of safety have been applied throughout their preparation in an effort to minimize the potential for errors, omissions and/or conflicts.However, the very nature of the process provides opportunities for errors and conflicts to arise during the execution of the design(s). Because of the inherent inability of theengineer to foresee every potential conflict, ambiguity, inaccuracy or oversight during the "paper" phase, opportunities do exist for the design to require additional effortonce construction has commenced. This, combined with the relatively low fee (relative to the cost of the structure) associated with providing the engineering services asdepicted herein, causes the engineer to be unable to accept "back-charges" for errors or omissions contained within the design(s) depicted herein.20. These engineering documents and the designs and ideas expressed herein are an instrument of service and remain the physical and intellectual property of the engineer.For cause, upon notice, the documents shall be returned to the engineer in their entirety. Reproductions of the documents, the design(s), ideas and/or elements containedherein are prohibited without the expressed written consent of the engineer.21. These engineering documents have been prepared for the specific site or location identified herein, as relayed to the engineer by the client. The engineer has usedresources reasonably available to him, based upon the information relayed by the client, to determine the appropriate wind speed and exposure for the specific site orlocation of the construction depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery, wind speed mapspublished by the local controlling authority and/or the state DCA, and/or other commonly available maps and/or satellite imagery. The Building Official shall verify thewind speed, exposure and other design criteria shown herein to be correct and code-compliant prior to approving these documents and authorizing construction from them.The engineer shall not be liable for any claims arising from inaccurate wind speed and/or exposure designations based upon the site or location information provided to himby the client (or others), or for the accuracy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure.SCOPE OF WORK:SIZE BEAM AT KITCHEN AREA OFBUILDING TO FACILITATE THEREMOVAL OF AN INTERIOR WALLFOR NEW OPENINGPER CONTRACTOR; ROOF FRAMING DIRECTION (MAX. 40'-0" SPAN)(2) 1 3/4"x11 7/8" LVLCONNECTION OF MULTIPLE PLYS OFNEW HEADER U.N.O.1-3/4" Width Pieces: * Minimum of (2) rows of 12d (3-1/4") nails @ 12" o/c. * Nailed connections require an additional row of nails when nail size is smaller than specified above (min. 0.128"X3").12"12"NAILS3 12"x3 12" LSL COLUMN W/ (2) MSTA24's @HEADER TO JACK STUDS W/ (1) HTS20 @POST BASE TO FLOOR BEAM/JOIST BELOW.(1) JACK STUD(1) KING STUD W/ (1) MSTA24 @ HEADERTO JACK STUD W/ (1) MTS12 @ POST BASETO FLOOR BEAM/JOIST BELOW.KITCHENEXISTING EXTERIOR LOADBEARING WALLDESIGN ASSUMES THAT EXISTINGSHEARWALLS AND ROOF UPLIFTCONNECTIONS WERE ADEQUATELYDESIGNED AND PROPERLYINSTALLED AND CONSTRUCTED.THE ENGINEER OF RECORD ASSUMENO RESPONSIBILITY FOR THEEXISTING STRUCTURE.WALL TO BE REMOVED, SHOREPRIOR TO WALL BEING REMOVED &INSTALLATION OF NEW BEAM.(1) MTS12 @ EA. ROOFTRUSS/JOIST TO HEADER.(2) ROWS OF10d NAILS @4" O.C.STAGGERED,1 1/4" OFFEDGE OF 2x6.2 1/2"2"1 1/2"EXISTING EXTERIOR LOADBEARING WALLSTRUCTURAL PLAN3/16" = 1'-0"-72.49-96.47-28.16130/D15'>6/12-49.02-67.79-87.35-27.38-61.01-74.31-26.33-56.84-65.18-25.55-45.11-39.63-35.98-57.36COMPONENT & CLADDING PRESSURES (in psf)-Vsd or "ALLOWABLE:ROOFS (all values negative - i.e. "UPLIFT")ZONE "2"END/EDGEZONE "3"CORNERSOVERHANGCORNERZONE "1"INTERIOROVERHANGINTERIORWALLS (incl. Windows & Doors)END ZONESINTERIOR ZONESPOSITIVENEGATIVEPOSITIVENEGATIVE <102050 >100AREA (in sq.ft.)WINDMn. Rf. Ht.PITCH-41.20-38.59-34.68-32.07-33.37-32.07-29.98-28.68-30.77-29.46-27.38-26.07-30.77-29.46-27.38-26.07-57.36-57.36-57.36MIN. 2PLY #2 SPF 2x4 POSTOR3 12"x3 12"LSL COLUMN W/ (2) MSTA24's @HEADER TO JACK STUD W/ (1) HTS20 @POST BASE TO FLOOR BEAM/JOISTBELOW.(2) 1 3/4"x11 7/8" LVL3 12"x3 12" LSL COLUMNW/ (2) MSTA24's @HEADER TO JACKSTUDS W/ (1) HTS20 @POST BASE TO FLOORBEAM/JOIST BELOW.