The URL can be used to link to this page

Home My WebLink AboutAPPROVED, 17-015-078 Parrish - Elec. Signed and Sealed Plans - 7-27-21 (003)A−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−6.1COMPONENTS 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 YESX122’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 MPHDRAWING INDEXCOMPONENTS 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−8.0HVAC PLAN1/8" ANNEALED3/16" TEMPEREDBUILDING ADDRESS: MORNINGSIDE DEVELOPMENT, LOT 78_BLOCK *_PHASE IIA, FT. PIERCE, FLORIDAPRODUCT APPROVAL SUBMITTAL AFFIDAVITSH 185420SMOOTH STARFIBER−CLASSICOPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS:8068 S.G.D.SLIDING GLASS DOORWINDOW3068IDOPENING BUILDING PERMIT: EXTERIOR SWING DOORPRODUCTMI WINDOWS AND DOORSMI WINDOWS AND DOORSTHERMA−TRUMANUFACTURERMODEL #GLASSATTACHMENT METHODCONTRACTOR:APPROVALPRODUCTPRESSURESDESIGNWAYNE 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:________________________________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: 4 ANCHORS, JAMBS: 6 ANCHORS1/8" ANNEALEDSH 185WINDOWMI WINDOWS AND DOORS+/− 60.0 PSF (MIN)1/8" ANNEALEDSH 185WINDOWMI WINDOWS AND DOORS+/− 60.0 PSF (MIN)1/8" ANNEALEDSH 185WINDOWMI WINDOWS AND DOORS+/− 60.0 PSF (MIN)1/8" ANNEALEDSH 185WINDOWMI WINDOWS AND DOORS+/− 60.0 PSF (MIN)1/8" ANNEALEDSH 185WINDOWMI WINDOWS AND DOORS+/− 60.0 PSF (MIN)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.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 FROM WINTERDESIGNTEMPICE BARRIERUNDERLAYMENTREQUIREDFLOODHAZARDSAIRFREEZINGINDEXMEANANNUALTEMPN/AN/AN/A N/A N/ASpeed(mph)Topographiceffects (NA)Weathering Frost linedepthTermiteSee Fig. R301.2(4) Negligible VeryHeavyN/Adkfa b cehgijFL17499.2FL17499.2FL17499.2FL17499.2FL17499.2FL17499.2ALL ANCHORS ARE 3/16" DIA. TAPCONS (1−1/4" MIN. EMBEDMENT)ANCHORS 2" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORSALL ANCHORS ARE 3/16" DIA. TAPCONS (1−1/4" MIN. EMBEDMENT)ANCHORS 2" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORSALL ANCHORS ARE 3/16" DIA. TAPCONS (1−1/4" MIN. EMBEDMENT)ANCHORS 2" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORSALL ANCHORS ARE #8 WOOD SCREW (1−1/4" MIN. EMBEDMENT)ANCHORS 2" FROM CORNERS, HEAD: 10" MAX. O.C., JAMBS: 10" MAX. O.C.ALL ANCHORS ARE #8 WOOD SCREW (1−1/4" MIN. EMBEDMENT)ANCHORS 2" FROM CORNERS, HEAD: 10" MAX. O.C., JAMBS: 10" MAX. O.C.ROOF LOAD:TOP CHORD: LIVE LOAD: 20 PSF DEAD LOAD: 10 PSFBOTTOM CHORD: LIVE LOAD: 10 PSF DEAD LOAD: 7 PSF(NON−CONCURRENT)FLOOR LOAD:TOP CHORD: LIVE LOAD: 40 PSF DEAD LOAD: 10 PSFBOTTOM CHORD: LIVE LOAD: 0 PSF DEAD LOAD: 5 PSF<< >>ALUMINUM SOFFITEXTERIOR SOFFITAMERICAN CONSTRUCTIONMATERIALSFL12019+/− 70.0 PSF (MIN)PROVIDE T−NAILS AT 12" O.C. IN F−CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILSATTACHED THROUGH FASCIA AT 16" O.C.ASPHALT SHINGLES<< >>GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 4NAILS PER SHINGLE PLACED 6−1/8" ABOVE BUTT EDGE, APPROX. 1" & 13−1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT.TAMCO BUILDINGPRODUCTS, INC.HERITAGEFL18355.1UNDERLAYMENT<< >>30# ASPHALTFL12328.7TAMCO BUILDINGPRODUCTS, INC.SATURATEDORGANINC FELT30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUNDPLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF THESHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C.+40.0 − 40.0 PSF+39.2 −43.7 PSFFL9174.6+/− 40.0 PSF (MIN)FL15332.6FL21135.11<< >>INDUSTRIES, INC.STORM PANELSHURRICANE SHUTTERS"SAFETY EDGE"TOWN & COUNTRY+/−54.0 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"FL 12856.2SeeSurvey42LISA MOTTRAM FIELD LICENSE NUMBER: 1264695CVRSHEETPROJECT NO.1ST FLR. LIV.GARAGELANAIENTRYTOTAL5-4-202117-015-0785-4-21WILSHIRE 1800 B2714 SQ. FT.384 SQ. FT.24 SQ. FT.23 SQ. FT.2231 SQ. FT.DATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228CUBIC VOLUME OFCONDITIONED SPACE =16,200 CUBIC FEET2ND FLR. LIV. 1073 SQ. FT. SHEETPROJECT NO.1ST FLR. LIV.GARAGELANAIENTRYTOTAL5-4-202117-015-0785-4-21WILSHIRE 1800 B2714 SQ. FT.384 SQ. FT.24 SQ. FT.23 SQ. FT.2231 SQ. FT.DATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228CUBIC VOLUME OFCONDITIONED SPACE =16,200 CUBIC FEET2ND FLR. LIV. 1073 SQ. FT.A 1.0 SHEETPROJECT NO.1ST FLR. LIV.GARAGELANAIENTRYTOTAL5-4-202117-015-0785-4-21WILSHIRE 1800 B2714 SQ. FT.384 SQ. FT.24 SQ. FT.23 SQ. FT.2231 SQ. FT.DATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228CUBIC VOLUME OFCONDITIONED SPACE =16,200 CUBIC FEET2ND FLR. LIV. 1073 SQ. FT.A 2.0 SHEETPROJECT NO.1ST FLR. LIV.GARAGELANAIENTRYTOTAL5-4-202117-015-0785-4-21WILSHIRE 1800 B2714 SQ. FT.384 SQ. FT.24 SQ. FT.23 SQ. FT.2231 SQ. FT.DATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228CUBIC VOLUME OFCONDITIONED SPACE =16,200 CUBIC FEET2ND FLR. LIV. 1073 SQ. FT.A 3.0 SHEETPROJECT NO.1ST FLR. LIV.GARAGELANAIENTRYTOTAL5-4-202117-015-0785-4-21WILSHIRE 1800 B2714 SQ. FT.384 SQ. FT.24 SQ. FT.23 SQ. FT.2231 SQ. FT.DATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228CUBIC VOLUME OFCONDITIONED SPACE =16,200 CUBIC FEET2ND FLR. LIV. 1073 SQ. FT.A 4.0 SHEETPROJECT NO.1ST FLR. LIV.GARAGELANAIENTRYTOTAL5-4-202117-015-0785-4-21WILSHIRE 1800 B2714 SQ. FT.384 SQ. FT.24 SQ. FT.23 SQ. FT.2231 SQ. FT.DATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228CUBIC VOLUME OFCONDITIONED SPACE =16,200 CUBIC FEET2ND FLR. LIV. 1073 SQ. FT.A 5.0 A 6.0SHEETPROJECT NO.1ST FLR. LIV.GARAGELANAIENTRYTOTAL5-4-202117-015-0785-4-21WILSHIRE 1800 B2714 SQ. FT.384 SQ. FT.24 SQ. FT.23 SQ. FT.2231 SQ. FT.DATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228CUBIC VOLUME OFCONDITIONED SPACE =16,200 CUBIC FEET2ND FLR. LIV. 1073 SQ. FT. SHEETPROJECT NO.1ST FLR. LIV.GARAGELANAIENTRYTOTAL5-4-202117-015-0785-4-21WILSHIRE 1800 B2714 SQ. FT.384 SQ. FT.24 SQ. FT.23 SQ. FT.2231 SQ. FT.DATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228CUBIC VOLUME OFCONDITIONED SPACE =16,200 CUBIC FEET2ND FLR. LIV. 1073 SQ. FT.A 6.1 SHEETPROJECT NO.1ST FLR. LIV.GARAGELANAIENTRYTOTAL5-4-202117-015-0785-4-21WILSHIRE 1800 B2714 SQ. FT.384 SQ. FT.24 SQ. FT.23 SQ. FT.2231 SQ. FT.DATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228CUBIC VOLUME OFCONDITIONED SPACE =16,200 CUBIC FEET2ND FLR. LIV. 1073 SQ. FT.A 7.0 SHEETPROJECT NO.1ST FLR. LIV.GARAGELANAIENTRYTOTAL5-4-202117-015-0785-4-21WILSHIRE 1800 B2714 SQ. FT.384 SQ. FT.24 SQ. FT.23 SQ. FT.2231 SQ. FT.DATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228CUBIC VOLUME OFCONDITIONED SPACE =16,200 CUBIC FEET2ND FLR. LIV. 1073 SQ. FT.A 8.0 6 12 4316"1'-4"PPPPPPPPJJJP JJH A34'37'17'2"6'4"4'26'8"19'4"5'8"9'9'3"86'3"10 20'10"811'7"10 7'4"10'5" 1'2"42'2'2'2'2'1'9"2'2'2'2'2'2'2'2'2'1'6"12 15' 2'2'2'2'2'2'2'1'10"122'2'2'2'2'2'2'2'1'8"4CHASE CHASECHASEAHU AC CHASEFROM ABOVE AC CHASE FROM ABOVE LEDGERS BY OTHERS BOTTOM @ 8' 8"HBBHBBBRG @ 8' 8" BRG @ 18' 3/4" FLOOR TRUSSES HELD BACK 3/4" FROM EXTERIOR WALLS FOR SHEATHING ALL CELINGS FLAT AT BRG HEIGHT STAIR OPENING HANGER BOTTOM @ 9' 4" PLUMBING SYMBOL FL01 FL01 FL01 FL01 FL01 FL01 FL01 FL01 FL01 FL01GEFL02FL02FL02FL02FL02FL02FL02FL02FL03FL03FL02FL02FL02FL02GE FL05GEFL05FL05FL11GE FL11 FL11 FL11 FL11 FL11 FL11A FG02 FG05FL09 FL10GE FL08FL06FG03FL07G J3P J3PJ1 J1HJ3PJ4PBBBBBBC7'2'2'2'2'7'2'2'2'2'2'7'2'1'4"10'4"26'8"34'37'19'4"14'8"A01A02A02A03A04A05A02A06A07A08A09J1 J1J1J1 J1 J1J3J3 J3J3 J3J3 J5 J5J5J5 J5 J5J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 J7HJ7HJ7HJ7 J1J1 J1J1 J3 J3J3 J3J5J5 J5J5 J7J7J7J7HJ7HJ7B01 B02 B03 V01 V02 V03 37'358"358"1'-4"It is understood that above conditions have been reviewed & are acceptable for the fabrication at trusses, elevations,pitches, overhangs, fascias,ceiling elevations/pitches, bearing conditions & all detail pertaining to this truss placement plan. No back charges will be accepted without previous written approval from an A-1 Roof Trusses representative. Ph 772-409-1010 / Fax 772-409-1015 http://www.a1truss.com REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING *10PSF Non-concurrent live load applied to BC( NOTE: REFER TO SIMPSON CONNECTOR CATALOG FOR INSTALLATION DETAILS ) 20 10 0 7 37 1.25 40 10 0 5 55 1.00 ASCE 7-16 165 B Residential - CAT II Closed FBC 2020 RES TPI 2014 RENAR HOMES 5/27/21 AA WILLSHIRE 1800 / ELEV B2 / GAR R CRMSWSB2 SAINT LUCIE FORT PIERCE MORNINGSIDE - - NTS - --/--/---- - - - --/--/---- - - - --/--/---- - - - --/--/---- - - - --/--/---- - - - --/--/---- - - - --/--/---- - - WIND LOADFLOORROOF LIVE LOAD DEAD LOAD LIVE LOAD DEAD LOAD TOTAL LOAD DURATION FACTORTOPCHORDBOTTOMCHORD REV DATE BY REMARKS FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD. LOADING * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. * NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER. (UNLESS NOTED OTHERWISE) * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER. (UNLESS NOTED OTHERWISE) PLAN DATE CUSTOMER JOB NAME OPTION(S) COMMUNITY / LOT # CITY COUNTY REVIEWED BY REVISE AND RESUBMIT APPROVED AS NOTED APPROVED REJECTED DATE BLDG. TYPE JOB # DATE BLDG. # MASTER DRAWN SCALE STRUCT: --/--/------/--/----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.R U T SMUS26 THJA26 THA422 HHUS46 Q HHUS26-2 HUS28 HUS26 LUS26 LUS24 M L K J H E D C B A * NOTE: LSTA STRAP INDICATED TO BE USED IN CONCORDANCE WITH CORNERSET DETAIL. X BEAM BY BUILDERBBB LUS46 LSTA12 LSTA12 P LSTA12 G Zb Zt Z HBB @ BC @ TC HANGER BY BUILDER @ TC & BC HHUS28-2 VNF - - - - - - LUS44 - - - - - - - - - - - - - - - - - - - - - Typical Cornerset Specifications 7'-0" MAXAttach KingJack w/(3) 0.131"Ø ToeNails @ TC & 24" strap using (6) 10d x 1-1/2" at each end of BC Attach End Jacks w/ (4) 0.131"Ø ToeNails @ TC & (3) 0.131"Ø ToeNails @ BC Attach Corner Jacks w/(2) 0.131"Ø ToeNails @ TC & BC (typ.) 1'1-1/16"2'0"2'0"Typ. Corner Jack Placement 1' 10-15/16"