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Home My WebLink AboutElectronic Signed and Sealed Plans Revised - 12-7-20A-2.0 FLOOR PLAN A-6.0 A-7.0 A-4.0 A-5.0 A-3.0 WALL SECTIONS / NOTES INTERIOR ELEVATIONS ROOF / FRAMING PLAN BUILDING ELEVATIONS ELECTRICAL PLAN CVR A-1.0 FOUNDATION PLAN INDEX / PROJECT INFORMATION WALL SECTIONS / NOTESA-6.1 << >> 1/8" ANNEALED << >> 3/16" TEMPERED BUILDING ADDRESS: LOT 98 - PHASE IIA, MORNINGSIDE DEVELOPMENT, FT. PIERCE, FLORIDA 34945 PRODUCT APPROVAL SUBMITTAL AFFIDAVIT INDUSTRIES, INC.STORM PANELSHURRICANE SHUTTERS COMPONENTS AND CLADDING WIND PRESSURES: ENCLOSED ROOF PITCH: /12 (SHINGLES) +/- 0.18 PROJECT & CODE DATA *PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION) EXPOSURE: B IMPACT RESISTANT ASSEMBLY: ROOF DEAD LOAD: SHUTTERS: IMPORTANCE FACTOR: INTERNAL PRESSURE COEFFICIENT: OVERHANG: FT MEAN BUILDING HEIGHT: YES 1.33 YES X 1 15’ TYPE OF CONSTRUCTION: BUILDING DESIGN: ULTIMATE DESIGN WIND SPEED: BUILDING CATEGORY: II NOMINAL DESIGN WIND SPEED: 140 MPH 124 MPH CBS X NO X 17 PSF 6 (TILE) NO PARTIALLY ENCLOSEDOPENX 160 MPH FRAME X 170 MPH ALUMINUM SOFFIT "SAFETY EDGE" SMOOTH STAR FIBER-CLASSIC OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: 8068 S.G.D. EXTERIOR SOFFIT SLIDING GLASS DOOR WINDOW 3068 ID OPENING BUILDING PERMIT: EXTERIOR SWING DOOR PRODUCT AMERICAN CONSTRUCTION MATERIALS MI WINDOWS AND DOORS TOWN & COUNTRY MI WINDOWS AND DOORS THERMA-TRU MANUFACTURERMODEL #GLASS +/-54.0 PSF (MIN) DRAWING INDEX FL12019 ATTACHMENT METHOD CONTRACTOR: APPROVAL PRODUCT +/- 70.0 PSF (MIN) PRESSURES DESIGN W/ SDLT. COMPONENTS AND CLADDING WIND PRESSURES PER 2017 FLORIDA BUILDING CODE 500 AND ABOVE (SQ. FT.) 100 TO 499.9 USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS USING END ZONE COEFFICIENTS AREA OF OPENINGS (SQ. FT.) 50 TO 99.9 20 TO 49.9 0 to 19.9 -28.0 PSF23.5 PSF / 20.6 PSF -22.0 PSF/ 24.7 PSF 26.4 PSF 27.7 PSF 20.6 PSF 23.5 PSF 24.7 PSF 26.4 PSF 27.7 PSF -31.0 PSF -34.0 PSF -37.0 PSF -22.0 PSF -25.0 PSF -27.0 PSF -28.0 PSF -30.0 PSF PRESSURE PRESSURE / / / / DESIGN DESIGN / / / / 500 AND ABOVE 100 TO 499.9 50 TO 99.9 20 TO 49.9 0 to 19.9 A-6.2 WALL SECTIONS / NOTES A-8.0 HVAC PLAN +40.0 - 40.0 PSFFL15225.5 +39.2 -43.7 PSFFL9174.6WAYNE DALTONMODEL 9100 << >>OVERHEAD DOOR16070 OVHD 3/16" TEMPERED STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK I have reviewed the above product approval information 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 MOUNT ALL 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 UP TO 5’, 8.6" SPANS UP TO 9’-2", 47 PSF: 12.7" O.C. SPANS UP TO 5’, 7" SPANS UP TO 9’-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 NAILS ATTACHED THROUGH FASCIA AT 16" O.C. +/- 40.0 PSF (MIN) NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450. NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 AND MEETS THE SMOKE-DEVELOPED INDEX OF NOT MORE THAN 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 determined from 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 accordance with 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 Flood Insurance 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) the panel 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 CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP ICE BARRIER UNDERLAYMENT REQUIRED FLOOD HAZARDS AIR FREEZING INDEX MEAN ANNUAL TEMP N/A N/A N/A N/A N/A Speed (mph) Topographic effects (NA) Weathering Frost line depth Termite See Fig. R301.2(4) Negligible Very Heavy N/A d k f a b c e h g i j SERIES 420 FL15332.6 185 SH FL17499.2 185 SH FL17499.2 185 SH FL17499.2 185 SH FL17499.2 185 SH FL17499.2 FL 12856.2 GLENN DAVIS CBC1261228 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. 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 AR GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO 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 BUILDING PRODUCTS, INC. UNDERLAYMENT << >> 30# ASPHALT FL12328.7TAMCO BUILDING PRODUCTS, INC.SATURATED ORGANINC FELT 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C. ROOF LOAD: TOP CHORD: LIVE LOAD: 20 PSF DEAD LOAD: 10 PSF BOTTOM CHORD: LIVE LOAD: 10 PSF DEAD LOAD: 7 PSF (NON-CONCURRENT) GLASS BLOCK 8"x8"x4" THICK SEVES GLASS BLOCK, INC.+/- 75.0 PSF (MIN)PROVIDE LADDER REINFORCING & WALL TIES 2" FROM CORNERS, 16" O.C. MAX. AT HEAD AND JAMBS, PROVIDE (2) 3/16" DIA. TAPCONS AT EACH WALL TIE WITH 1" MIN. EMBEDMENT IMPACT GLASS NOA 18-0725.05 CVR SHEET PROJECT NO. LIVING GARAGE LANAI ENTRY TOTAL 9-28-20 17-015-094 9-29-20 CAYMAN 1763 B3 1763 SQFT 387 SQFT 50 SQFT 38 SQFT 2238 SQFT DATE DRAWN DRAWN BY enarRMASTER PLAN REVISION PLAN REVIEW REVISIONS MCAF I N E H O M E SCUBIC VOLUME OF CONDITIONED SPACE = 14,104 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228 SHEET PROJECT NO. LIVING GARAGE LANAI ENTRY TOTAL 9-28-20 17-015-094 9-29-20 CAYMAN 1763 B3 1763 SQFT 387 SQFT 50 SQFT 38 SQFT 2238 SQFT DATE DRAWN DRAWN BY enarRMASTER PLAN REVISION PLAN REVIEW REVISIONS MCAF I N E H O M E SCUBIC VOLUME OF CONDITIONED SPACE = 14,104 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 1.0 SHEET PROJECT NO. LIVING GARAGE LANAI ENTRY TOTAL 9-28-20 17-015-094 9-29-20 CAYMAN 1763 B3 1763 SQFT 387 SQFT 50 SQFT 38 SQFT 2238 SQFT DATE DRAWN DRAWN BY enarRMASTER PLAN REVISION PLAN REVIEW REVISIONS MCAF I N E H O M E SCUBIC VOLUME OF CONDITIONED SPACE = 14,104 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 2.0 SHEET PROJECT NO. LIVING GARAGE LANAI ENTRY TOTAL 9-28-20 17-015-094 9-29-20 CAYMAN 1763 B3 1763 SQFT 387 SQFT 50 SQFT 38 SQFT 2238 SQFT DATE DRAWN DRAWN BY enarRMASTER PLAN REVISION PLAN REVIEW REVISIONS MCAF I N E H O M E SCUBIC VOLUME OF CONDITIONED SPACE = 14,104 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 3.0 SHEET PROJECT NO. LIVING GARAGE LANAI ENTRY TOTAL 9-28-20 17-015-094 9-29-20 CAYMAN 1763 B3 1763 SQFT 387 SQFT 50 SQFT 38 SQFT 2238 SQFT DATE DRAWN DRAWN BY enarRMASTER PLAN REVISION PLAN REVIEW REVISIONS MCAF I N E H O M E SCUBIC VOLUME OF CONDITIONED SPACE = 14,104 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 4.0 SHEET PROJECT NO. LIVING GARAGE LANAI ENTRY TOTAL 9-28-20 17-015-094 9-29-20 CAYMAN 1763 B3 1763 SQFT 387 SQFT 50 SQFT 38 SQFT 2238 SQFT DATE DRAWN DRAWN BY enarRMASTER PLAN REVISION PLAN REVIEW REVISIONS MCAF I N E H O M E SCUBIC VOLUME OF CONDITIONED 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 6.0 SHEET PROJECT NO. LIVING GARAGE LANAI ENTRY TOTAL 9-28-20 17-015-094 9-29-20 CAYMAN 1763 B3 1763 SQFT 387 SQFT 50 SQFT 38 SQFT 2238 SQFT DATE DRAWN DRAWN BY enarRMASTER PLAN REVISION PLAN REVIEW REVISIONS MCAF I N E H O M E SCUBIC VOLUME OF CONDITIONED SPACE = 14,104 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228 A 6.1 SHEET PROJECT NO. LIVING GARAGE LANAI ENTRY TOTAL 9-28-20 17-015-094 9-29-20 CAYMAN 1763 B3 1763 SQFT 387 SQFT 50 SQFT 38 SQFT 2238 SQFT DATE DRAWN DRAWN BY enarRMASTER PLAN REVISION PLAN REVIEW REVISIONS MCAF I N E H O M E SCUBIC VOLUME OF CONDITIONED SPACE = 14,104 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228 A 6.2 SHEET PROJECT NO. LIVING GARAGE LANAI ENTRY TOTAL 9-28-20 17-015-094 9-29-20 CAYMAN 1763 B3 1763 SQFT 387 SQFT 50 SQFT 38 SQFT 2238 SQFT DATE DRAWN DRAWN BY enarRMASTER PLAN REVISION PLAN REVIEW REVISIONS MCAF I N E H O M E SCUBIC VOLUME OF CONDITIONED SPACE = 14,104 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228 SHEET PROJECT NO. LIVING GARAGE LANAI ENTRY TOTAL 9-28-20 17-015-094 9-29-20 CAYMAN 1763 B3 1763 SQFT 387 SQFT 50 SQFT 38 SQFT 2238 SQFT DATE DRAWN DRAWN BY enarRMASTER PLAN REVISION PLAN REVIEW REVISIONS MCAF I N E H O M E SCUBIC VOLUME OF CONDITIONED SPACE = 14,104 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 7.0 SHEET PROJECT NO. LIVING GARAGE LANAI ENTRY TOTAL 9-28-20 17-015-094 9-29-20 CAYMAN 1763 B3 1763 SQFT 387 SQFT 50 SQFT 38 SQFT 2238 SQFT DATE DRAWN DRAWN BY enarRMASTER PLAN REVISION PLAN REVIEW REVISIONS MCAF I N E H O M E SCUBIC VOLUME OF CONDITIONED SPACE = 14,104 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 8.0 A04A04A04A04A05A06A06A06A07A08A09A10A11A02A02A02A03A03A03A04A04A04A04A04A04J2J2J2J2J2J2J2J2J2HJ2HJ2J1J1J1J1C01C02C02C02C03C04A01B01B02B02B02B03B04B05E0114'3"1038'6'4"12'4"25'7"1419'0"148'15'0"623'8"14'4"2'2'2'2'9'10"71'10"72'2'2'2'1'10"71'11"2'6"92'2'2'2'2'2'2'2'2'2'2'6"91'11"2'19'8"27'1"1060'3'57'19'4"1'6"1'6"2'1'2'2'2'2'2'2'2'2'2'1'FRAMED BOX OUT BY BUILDERFRAMED BOX OUT BY BUILDERFRAMED BOX OUT BY BUILDERATTIC ACCESSAHU ON FLOOR8' FLAT CLG8' FLAT CLG8' FLAT CLG3/12 VAULTED CLG3/12 VAULTED CLG8" RECESSBRG @ 8'3/12 VAULTED CLG8" RECESSBRG @ 12'-11"12'-11 CLGU = 1762#6121'-4"10316"1'-6"6121'-4"4316"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. Ph 772-409-1010 / Fax 772-409-1015 http://www.a1truss.comREPRESENTS 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 7-10160 BResidential - CAT IIENCLOSEDFBC 2017 RESTPI 2014RENAR10/5/20MSCAYMAN 1763 B3ARMSCMB3ST. LUCIEMORNINGSIDE- -NTS- --/--/---- --- --/--/---- --- --/--/---- --- --/--/---- --- --/--/---- --- --/--/---- --- --/--/---- --WIND LOADFLOORROOFLIVE LOADDEAD LOADLIVE LOADDEAD 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 &24" strap using (6) 10d x1-1/2" at each end of 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"