HomeMy WebLinkAbout17-015-060 McClendon - Electronic Signed and Sealed Plans - 3-2-22A−2.0FLOOR PLANA−6.0A−7.0A−4.0A−5.0A−3.0WALL SECTIONS / NOTESINTERIOR ELEVATIONSROOF / FRAMING PLANBUILDING ELEVATIONSELECTRICAL PLANCVRA−1.0FOUNDATION PLANINDEX / PROJECT INFORMATIONWALL SECTIONS / NOTESA−6.1<< >>1/8" ANNEALED<< >>3/16" TEMPEREDBUILDING ADDRESS: LOT 101 − PHASE IIA, MORNINGSIDE DEVELOPMENT, FT. PIERCE, FLORIDA 34945PRODUCT APPROVAL SUBMITTAL AFFIDAVITINDUSTRIES, INC.STORM PANELSHURRICANE SHUTTERSCOMPONENTS AND CLADDING WIND PRESSURES:ENCLOSEDROOF PITCH: /12(SHINGLES)+/− 0.18PROJECT & CODE DATA*PLANS DESIGNED TO COMPLY WITH THE 2020 FLORIDA BUILDING CODE (7TH EDITION)EXPOSURE: B IMPACT RESISTANT ASSEMBLY:ROOF DEAD LOAD:SHUTTERS:IMPORTANCE FACTOR:INTERNAL PRESSURE COEFFICIENT:OVERHANG: FTMEAN BUILDING HEIGHT: YES1.33 YESX115’TYPE OF CONSTRUCTION: BUILDING DESIGN: ULTIMATE DESIGN WIND SPEED:BUILDING CATEGORY: IINOMINAL DESIGN WIND SPEED:140 MPH124 MPHCBS XNOX17 PSF6(TILE)NOPARTIALLY ENCLOSEDOPENX160 MPHFRAMEX 170 MPHALUMINUM SOFFIT"SAFETY EDGE"SMOOTH STARFIBER−CLASSICOPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS:8068 S.G.D.EXTERIOR SOFFITSLIDING GLASS DOORWINDOW3068IDOPENING BUILDING PERMIT: EXTERIOR SWING DOORPRODUCTAMERICAN CONSTRUCTIONMATERIALSMI WINDOWS AND DOORSTOWN & COUNTRYMI WINDOWS AND DOORSTHERMA−TRUMANUFACTURERMODEL #GLASS+/−54.0 PSF (MIN)DRAWING INDEXFL12019ATTACHMENT METHODAPPROVALPRODUCT+/− 70.0 PSF (MIN)PRESSURESDESIGNW/ SDLT.COMPONENTS AND CLADDING WIND PRESSURES PER2020 FLORIDA BUILDING CODE500 AND ABOVE(SQ. FT.)100 TO 499.9USING INTERIOR ZONE COEFFICIENTSAREA OF OPENINGSUSING END ZONE COEFFICIENTSAREA OF OPENINGS(SQ. FT.)50 TO 99.920 TO 49.90 to 19.9−28.7 PSF23.5 PSF/20.6 PSF −22.9 PSF/24.8 PSF26.4 PSF27.6 PSF20.6 PSF23.5 PSF24.8 PSF26.4 PSF27.6 PSF−31.2 PSF−34.5 PSF−37.0 PSF−22.9 PSF−25.8 PSF−27.1 PSF−28.7 PSF−30.0 PSFPRESSUREPRESSURE////DESIGN DESIGN ////500 AND ABOVE100 TO 499.950 TO 99.920 TO 49.90 to 19.9A−6.2WALL SECTIONS / NOTESA−8.0HVAC PLANWAYNE DALTONMODEL 9100<< >>OVERHEAD DOOR16070 OVHD3/16" TEMPEREDSTEEL TRACK BRACKET TO WOOD: 5/16" X 1−5/8" LAG SCREW (FULLY THREADED) HEXWASHER HEAD ONE PER BRACKET − (5) BRACKETS TOTAL PER VERTICAL STEEL TRACKI have reviewed the above product approvalinformation and approved it.Name:________________________________Signature:________________________________Certification Number:________________________________Date:________________________________HEAD: 1/4" X 3−3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS:1/4" X 3−3/4" TAPCONS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1/4" DIA. X 2−1/4"TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION.ALL ANCHORS ARE 3/16" DIA. TAPCONS (1−1/4" MIN. EMBEDMENT)HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17"O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX.+/− 60.0 PSF (MIN)ALL ANCHORS ARE 3/16" DIA. TAPCONS (1−1/4" MIN. EMBEDMENT)ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.1/8" ANNEALEDWINDOWMI WINDOWS AND DOORS+/− 60.0 PSF (MIN)1/8" ANNEALEDWINDOWMI WINDOWS AND DOORS+/− 60.0 PSF (MIN)1/8" ANNEALEDWINDOWMI WINDOWS AND DOORS+/− 60.0 PSF (MIN)1/8" ANNEALEDWINDOWMI WINDOWS AND DOORS+/− 60.0 PSF (MIN)METHOD OF ATTACHMENT: DIRECT MOUNTALL ANCHORS ARE 1/4" DIA. TAPCONS (1−1/4" MIN. EMBEDMENT)33 PSF: 16" O.C. SPANS UP TO 5’, 9.9" SPANS UP TO 9’−2", 38 PSF: 15.8" O.C. SPANS UPTO 5’, 8.6" SPANS UP TO 9’−2", 47 PSF: 12.7" O.C. SPANS UP TO 5’, 7" SPANS UP TO9’−2", 54 PSF: 11.1" O.C. SPANS UP TO 5’, 6.1" SPANS UP TO 9’−2"PROVIDE T−NAILS AT 12" O.C. IN F−CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILSATTACHED THROUGH FASCIA AT 16" O.C.NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIESWITH THE REQUIREMENTS OF SECTION R302.10 AND MEETSTHE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THESMOKE-DEVELOPED INDEX OF NOT MORE THAN 450.NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THEREQUIREMENTS OF SECTION R302.9.1 AND MEETS THEFLAME SPREAD INDEX OF NOT MORE THAN 200 ANDCOMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2AND MEETS THE SMOKE-DEVELOPED INDEX OF NOT MORETHAN 450.For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s.a. Weathering is "neglible" for concrete as determined from the Weathering Probability Map [Figure R301.2(3)]. The grade of masonry units shall be determinedfrom ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652.b. Reserved.c. Termite infestation per Figure R301.2(6) is "very heavy."d. Wind speed shall be from the basic wind speed map [Figure R301.2(4)]. Wind exposure category shall be determined on a site-specific basis in accordancewith Section R301.2.1.4.e. The outdooe design dry-bulb temperature shall be selected from the columns of 97 1/2-percent values for winter from Appendix D of the Florida Building Code,Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.f. Reserved.g. The applicable governing body shall, by local floodplain floodplain management ordinance, specify (a) the date of the jurisdiction's entry into the National FloodInsurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the Flood Insurance Study and (c) thepanel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the authority having jurisdiction, as amended.h. Reserved.i. Reserved.j. Reserved.k. Reserved.TABLE R301.2(1)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIAGROUNDSNOWLOADWIND DESIGN SEISMICDESIGNCATEGORYSUBJECT TO DAMAGE FROMWINTERDESIGNTEMPICE BARRIERUNDERLAYMENTREQUIREDFLOODHAZARDSAIRFREEZINGINDEXMEANANNUALTEMPN/AN/AN/A N/A N/ASpeed(mph)Topographiceffects (NA)Weathering Frost linedepthTermiteSee Fig. R301.2(4) Negligible VeryHeavyN/Adkfa b cehgijGLASS BLOCKSERIES 420185 SHFL17499.2185 SHFL17499.2185 SHFL17499.2185 SHFL17499.2185 SHFL17499.2FL 12856.2ALL ANCHORS ARE 3/16" DIA. TAPCONS (1−1/4" MIN. EMBEDMENT)ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.ALL ANCHORS ARE 3/16" DIA. TAPCONS (1−1/4" MIN. EMBEDMENT)ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.ALL ANCHORS ARE 3/16" DIA. TAPCONS (1−1/4" MIN. EMBEDMENT)ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.ALL ANCHORS ARE 3/16" DIA. TAPCONS (1−1/4" MIN. EMBEDMENT)ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.ASPHALT SHINGLES<< >>CAMBRIDGE ARGALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGHTO PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6−1/8"ABOVE BUTT EDGE, APPROX. 1" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT.FL18355.1TAMKO BUILDINGPRODUCTS, INC.ROOF LOAD:TOP CHORD: LIVE LOAD: 20 PSF DEAD LOAD: 10 PSFBOTTOM CHORD: LIVE LOAD: 10 PSF DEAD LOAD: 7 PSF(NON−CONCURRENT)8"x8"x4" THICKSEVES GLASS BLOCK, INC.+/− 75.0 PSF (MIN)PROVIDE LADDER REINFORCING & WALL TIES 2" FROM CORNERS, 16" O.C. MAX. AT HEADAND JAMBS, PROVIDE (2) 3/16" DIA. TAPCONS AT EACH WALL TIE WITH 1" MIN. EMBEDMENTIMPACT GLASS+40.0 − 40.0 PSFFL21135.11+39.2 −43.7 PSFFL9174.8+/− 58.2 PSF (MIN)FL15332.9UNDERLAYMENT<< >>FL2569.1BASE SHEET MECHANICALLY FASTENED TO DECK WITH 4" SIDE LAP AND 6" END LAP, WITHAPPROVED NAILS AND TIN CAPS 6" O.C. AT LAP EDGES AND 12" O.C. IN STAGGERED GRIDPATTERN BETWEEN OVERLAPS, UNDERLAYMENT ADHERED TO BASE SHEETSOPREMA, INC.SOPREMA ROOFUNDERLAYMENTSSeeSurvey42CONTRACTOR:LISA MOTTRAM FIELD LICENSE NUMBER: 1264695NOA 20−1110.07CVRSHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL1-18-2217-015-06011-24-21CAYMAN 1763 B3 1763 SQFT387 SQFT148 SQFT38 SQFT2336 SQFTDATE DRAWNDRAWN BY enarRMASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAF I N E H O M E SCUBIC VOLUME OFCONDITIONED SPACE =14,104 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228
SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL1-18-2217-015-06011-24-21CAYMAN 1763 B3 1763 SQFT387 SQFT148 SQFT38 SQFT2336 SQFTDATE DRAWNDRAWN BY enarRMASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAF I N E H O M E SCUBIC VOLUME OFCONDITIONED SPACE =14,104 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 1.0
FAMILY ROOMDENBEDROOM #3BEDROOM #2LIVING ROOMDINING ROOMBREAKFASTKITCHENGARAGEMASTER BEDROOMSHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL1-18-2217-015-06011-24-21CAYMAN 1763 B3 1763 SQFT387 SQFT148 SQFT38 SQFT2336 SQFTDATE DRAWNDRAWN BY enarRMASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAF I N E H O M E SCUBIC VOLUME OFCONDITIONED SPACE =14,104 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 2.0
SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL1-18-2217-015-06011-24-21CAYMAN 1763 B3 1763 SQFT387 SQFT148 SQFT38 SQFT2336 SQFTDATE DRAWNDRAWN BY enarRMASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAF I N E H O M E SCUBIC VOLUME OFCONDITIONED SPACE =14,104 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 3.0
SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL1-18-2217-015-06011-24-21CAYMAN 1763 B3 1763 SQFT387 SQFT148 SQFT38 SQFT2336 SQFTDATE DRAWNDRAWN BY enarRMASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAF I N E H O M E SCUBIC VOLUME OFCONDITIONED SPACE =14,104 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 4.0
SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL1-18-2217-015-06011-24-21CAYMAN 1763 B3 1763 SQFT387 SQFT148 SQFT38 SQFT2336 SQFTDATE DRAWNDRAWN BY enarRMASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAF I N E H O M E SCUBIC VOLUME OFCONDITIONED SPACE =14,104 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 5.0
A 6.0SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL1-18-2217-015-06011-24-21CAYMAN 1763 B3 1763 SQFT387 SQFT148 SQFT38 SQFT2336 SQFTDATE DRAWNDRAWN BY enarRMASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAF I N E H O M E SCUBIC VOLUME OFCONDITIONED SPACE =14,104 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228
A 6.1SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL1-18-2217-015-06011-24-21CAYMAN 1763 B3 1763 SQFT387 SQFT148 SQFT38 SQFT2336 SQFTDATE DRAWNDRAWN BY enarRMASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAF I N E H O M E SCUBIC VOLUME OFCONDITIONED SPACE =14,104 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228
A 6.2SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL1-18-2217-015-06011-24-21CAYMAN 1763 B3 1763 SQFT387 SQFT148 SQFT38 SQFT2336 SQFTDATE DRAWNDRAWN BY enarRMASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAF I N E H O M E SCUBIC VOLUME OFCONDITIONED SPACE =14,104 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228
SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL1-18-2217-015-06011-24-21CAYMAN 1763 B3 1763 SQFT387 SQFT148 SQFT38 SQFT2336 SQFTDATE DRAWNDRAWN BY enarRMASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAF I N E H O M E SCUBIC VOLUME OFCONDITIONED SPACE =14,104 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 7.0
SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL1-18-2217-015-06011-24-21CAYMAN 1763 B3 1763 SQFT387 SQFT148 SQFT38 SQFT2336 SQFTDATE DRAWNDRAWN BY enarRMASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAF I N E H O M E SCUBIC VOLUME OFCONDITIONED SPACE =14,104 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 8.0
6123124316"1'-4"61210316"1'-4"1'-212"6124316"1'-4"A03A03A03A03A04A05A05A05A06A07A08A09A10A01A01A01A02A02A02A03A03A03A03A03A03J2J2J2J2J2J2J2J2J2HJ2HJ2J1J1J1J1C02C02C02C03C04C04C01GB01B02B02B02B04B05B05B03J1PJ1PJ1PJ1PJ3PJ3PJ3PJ3PJ5PJ5PJ5PJ5PHJ5HJ5D01GE0125'7"1415'0"62'2'2'2'9'10"72'2'2'2'2'2'2'2'2'2'2'2'2'2'19'8"260'3'1'6"1'6"2'1'2'2'2'2'2'2'2'2'2'1'5'1'5"2'1'0"81'10"81'5"2'1'0"81'10"82'2'0"127'1"1211'11"2FRAMED BOX OUT BY BUILDERFRAMED BOX OUT BY BUILDERATTIC ACCESSAHU ON FLOOR8' FLAT CLG8' FLAT CLG8' FLAT CLG3/12 VAULTED CLG3/12 VAULTED CLGBRG @ 8'3/12 VAULTED CLG8" RECESSBRG @ 12'-11"12'-11 CLGA08 NOT BEARING ON PARALELL CMU2-POINT BEARING ONLY8" VERTICAL RECESS12'4"6'4"19'4"13'7"108'38'10'57'15'7'23'A03A03A03A03A04A05A05A05A06A07A08A09A10A01A01A01A02A02A02A03A03A03A03A03A03J2J2J2J2J2J2J2J2J2HJ2HJ2J1J1J1J1C02C02C02C03C04C04C01GB01B02B02B02B04B05B05B03J1PJ1PJ1PJ1PJ3PJ3PJ3PJ3PJ5PJ5PJ5PJ5PHJ5HJ5D01GE0125'7"1415'0"62'2'2'2'9'10"72'2'2'2'2'2'2'2'2'2'2'2'2'2'19'8"260'3'1'6"1'6"2'1'2'2'2'2'2'2'2'2'2'1'5'1'5"2'1'0"81'10"81'5"2'1'0"81'10"82'2'0"127'1"1211'11"2FRAMED BOX OUT BY BUILDERFRAMED BOX OUT BY BUILDERATTIC ACCESSAHU ON FLOOR8' FLAT CLG8' FLAT CLG8' FLAT CLG3/12 VAULTED CLG3/12 VAULTED CLG12'-11 CLGA08 NOT BEARING ON PARALELL CMU2-POINT BEARING ONLY8" VERTICAL RECESS12'4"6'4"19'4"13'7"108'38'10'57'15'7'23'It is understood that aboveconditions have been reviewed &are acceptable for the fabricationat trusses, elevations,pitches,overhangs, fascias,ceilingelevations/pitches, bearingconditions & all detail pertainingto this truss placement plan. Noback charges will be acceptedwithout previous written approvalfrom an A-1 Roof Trussesrepresentative.REPRESENTS THE LEFT SIDEOF EACH TRUSS DRAWING*10PSF Non-concurrent live load applied to BC( NOTE: REFER TO SIMPSON CONNECTORCATALOG FOR INSTALLATION DETAILS )201007371.25------ASCE 7-16160 BResidential - CAT IIClosedFBC 7th Ed. 2020 Res.TPI 2014RENAR DEVELOPMENT CO.1/28/22KE-CAYMAN 1763 / ELEV B3CRMSCMB3L15X10SAINT LUCIEFORT PIERCE15' X 10' COVERED LANAIMORNINGSIDER-SF -NTS- --/--/---- --- --/--/---- --- --/--/---- --- --/--/---- --- --/--/---- --- --/--/---- --- --/--/---- --WIND LOADFLOORROOFLIVE LOADDEAD LOADLIVE LOAD*DEAD LOADTOTAL LOADDURATION FACTORTOPCHORDBOTTOMCHORDREV DATE BY REMARKSFOR BRACING & ERECTION DETAILS REFER TO BCSI-03AND/OR ENGINEER OF RECORD.LOADING* NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOWTRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDINGDESIGNER IS RESPONSIBLE FOR THE STRUCTURALSTABILITY OF THE ENTIRE STRUCTURE. REFER TO THEINDIVIDUAL TRUSS ENGINEERING DRAWINGS FORGRAVITY AND UPLIFT LOADS.* NOTE: ALL CEILING DROPS BELOW BEAM AREBY BUILDER. (UNLESS NOTED OTHERWISE)* NOTE: ALL TRUSS TO WALL AND/OR TRUSS TOLEDGER CONNECTIONS BY BUILDER.(UNLESS NOTED OTHERWISE)PLAN DATECUSTOMERJOB NAMEOPTION(S)COMMUNITY/ LOT #CITYCOUNTYREVIEWED BYREVISE AND RESUBMITAPPROVED AS NOTEDAPPROVEDREJECTEDDATEBLDG.TYPEJOB #DATEBLDG.#MASTERDRAWN SCALESTRUCT: --/--/------/--/----ARCH:TRUSS PLACEMENT DIAGRAM NOTE: The design assumptions, loading conditions, load paths, suitability and use of structural building components (e.g. Trusses, etc.) for any Building is the responsibility of the Owner, the Owner's authorized agent or the Building Designer (hereinafter BD), in the context of the IRC, the IBC, the local building code and ANSI/TPI 1 (TPI 1). A-1 Roof Trusses and the truss designengineer shall be permitted to rely upon the accuracy and completeness of project contract and construction documents (also referred to at times as ”Structural Engineering Documents”), including any specifications that have been furnished to A-1 Roof Trusses in writing by the BD for the Building. The Truss Design Drawing(s) [TDD(s)] and Truss Placement Diagram (TPD) referenced have been prepared based onthe construction documents provided by the BD indicating the nature and character of the work. The design criteria therein have been transferred to the truss design engineer by A-1 Roof Trusses. All TDDs (also referred to at times as “Structural Delegated Engineering Documents”) are specialty structural component designs and may be part of the project's deferred or phased submittals. As the Truss DesignEngineer, the seal provided here and on any TDD represents an acceptance of professional engineering responsibility for the design of the single Truss depicted on the TDD only. Where required by the project contract or construction documents, including any specifications, a TPD identifying the location of each truss, as assumed by A1 Roof Trusses based on its review of the project contract documents, isprovided. When the TPD (i.e. structural submittals or shop drawings) serves only as a guide for truss installation, it does not require the seal of any RDP. The truss design engineer seal on any TPD certifies that the individual truss designs are based on the positioning shown and that the dimensions and loads shown on the referenced drawings match that positioning, and designates specifically that the TPD has beencreated in compliance with the latest version of TPI-1. The Building Designer is responsible for and shall coordinate and review the TDDs and this TPD for compatibility with their written engineering requirements. Structural submittals (i.e. shop drawings) shall be reviewed by the BD for compatibility with the design of the building or structure, including submittal documents prepared by others, deferred submittaldocuments and phased submittal documents. This review shall include a notation indicating that the reviewed documents have been found to be in general conformance with the design of the building (or to make specific corrections noted and to return for review). In the absence of this notation A-1 Roof Trusses will provide its Buyer with the design assumptions used, per the construction documents, to designindividual structural building components and provide any TPDs per TPI-1. The Truss Design Engineer is NOT responsible for the following including but not limited to: Transfer of lateral load from the roof to the shear walls, Connection of trusses to the bearing support, Design of the bearing supports, Temporary and permanent building stability bracing required in the roof and/or floor system, Transfer of verticalloads down to the foundation, Design of the foundation and soil, Analysis of the roof and/or floor diaphragms of the building, Connection of roof and/or floor diaphragm to the truss, Specifying the loads used in the design of the trusses and so forth. Neither A1 Roof Trusses nor truss design engineer is the Building Designer or Truss System Designer/Engineer for any building. If any engineering services, outside thescope of work of the truss design engineer, are required by the Owner, the Owner's authorized agent or the BD, please call 772-409-1010 for assistance.RUTSMUS26THJA26THA422HHUS46QHHUS26-2HUS28HUS26LUS26LUS24MLKJHEDCBA* NOTE: LSTA STRAPINDICATED TO BE USED INCONCORDANCE WITHCORNERSET DETAIL.XBEAM BY BUILDERBBBLUS46LSTA12LSTA12PLSTA12GZbZtZHBB@ BC@ TCHANGER BY BUILDER@ TC & BCHHUS28-2VNF- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -Typical Cornerset Specifications7'-0" MAXAttach KingJack w/(3)0.131"Ø ToeNails @TC & BCAttach End Jacksw/ (4) 0.131"Ø ToeNails @ TC& (3) 0.131"Ø ToeNails @ BCAttach Corner Jacks w/(2)0.131"Ø ToeNails @ TC & BC(typ.)1'1-1/16"2'0"2'0"Typ. Corner Jack Placement1' 10-15/16"Created:1/28/2022TYPICALTYPICAL AT VAULTTYPICAL AT RAISED ENTRY