HomeMy WebLinkAboutGelcorp - Avalon Lot_23 Rev.-SSSHEET INDEXGENERAL PRESSURE NOTESaa> 10010 - 19.9920 - 49.9950 - 99.9945WIND LOADING CRITERIAWIND SPEED (ULTIMATE)EXPOSURE CATEGORYBUILDING CATEGORYIIBUILDING TYPEVENCLOSURE CLASSIFICATIONENCLOSEDINTERNAL PRESSURE COEFFICIENT+/- 0.18NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR2 STORY HOME IS 30FTDIAGRAMWIND PRESSURE ANDSUCTION DIAGRAMaGARAGE DOORS* 9'-0" x 7'-0"16'-0" x 7'-0"SOFFITWIND SPEED (ALLOWABLE)NOTES:1.MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WINDPRESSURES.2."a" = END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. *INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES,OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS.3.DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH ORGREATER AND IS CONSIDER TO BE IN THE WIND-BOURNE DEBRIS AREA.CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FORPERMITTING.EFFECTIVEWIND AREA(SQ FEET)ABCDEFGHJKWIND PRESSURE AND SUCTION (PSF)(+) VALUE DENOTES PRESSURE(-) VALUE DENOTES SUCTIONAREA455554ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTSAND CLADDING WIND PRESSURES AND SUCTIONSFOR MEAN ROOF HEIGHT ≤ 60 ft132.0 MPHD170.0 MPH(+) 51.8(-) 54.8(+) 49.3(-) 53.1(+) 46.3(-) 49.8(+) 44.0(-) 48.1(+) 51.8(-) 68.1(+) 49.3(-) 64.7(+) 46.3(-) 58.1(+) 44.0(-) 53.1(+) 43.8(-) 48.8(+) 45.8(-) 51.8(+) 51.8(-) 68.1ParallamPieceOptionalPlate HeightOpeningOpn'g.Pc.P.L.PLFOpt.Plt. Ht.RadiusRequiredRoomSquare Ft.SheetSide LightsSpruce Pine FirRoundPSFP.T.Rad.Req'd.Rnd.S.F.SHTS.L.S.P.F.Rm.FloorFlr.Fdn.Fin. Flr.Flr. Sys.F.B.C.AboveAdjustableAlternateAnchor BoltAbove Finished FloorFtg.Ft.G.C.G.F.I.G.T.Galv.HeightHgt.Int.K/WallHdr.BeamBottom of BeamBearingCircleColumnControl JointCeilingF.O.M.Florida Bldg. CodeFoundationFinished FloorGeneral ContractorGround Fault InterrupterFootingGalvanizedGirder TrussHeaderFoot / FeetInteriorKneewallFace Of MasonryFloor SystemBm.CJCir.A.B. Adj.A.F.F.ALT.B/Beam Clg.Col.Abv. Brg. Pounds per linear footPounds per square footPressure TreatedThickenSquareTop of BlockTop of PlateTypicalVerticalVersalamTransom WindowThik'n.T.O.B.S.Y.P.Typ.T.O.M.T.O.P.Trans.U.N.O.Vert.VTRV.L. Sq.WithWoodWater ProofWedge AnchorW/WdWPW.A.WWasherMas.L.F. MaxMirrorM.L.Mir.N.T.S.MonoMinMinimumDiameterDoubleEach WayExteriorExpansionElevationElectricalEachNot to ScaleMicrolamMonolithicLinear Ft.MasonryMaximumEa.E.W.Ext.Exp.Elec.Elev.Dbl.Dia.Unless Noted OtherwiseVent through RoofTop of MasonrySouthern Yellow PineEngineering or RecordE.O.ROn centerO.C.ContinuousCont.CantileverCant.ABBREVIATIONSREVISION SUMMARYNO.REVISION DESCRIPTIONDATEDESIGNER1SF01/D2 ADDEDACCALLOUTS FIXED03/04/21- -NOTICE TO BUILDER AND ALL SUBCONTRACTORS- -IT IS THE INTENT OF THE ENGINEER LISTED IN THE TITLEBLOCK OF THESE DOCUMENTS THAT THESEDOCUMENTS BE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERYATTEMPT HAS BEEN MADE TO PREVENT ERROR. THE BUILDER AND ALL SUBCONTRACTORS AREREQUIRED TO:1.REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THECOMMENCEMENT OF ANY WORK. THE ENGINEER ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS,OMISSIONS, OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE ENGINEERPRIOR TO CONSTRUCTION.2.SHALL STRICTLY OBSERVE ALL APPLICATION CODES DURING THE COURSE OF CONSTRUCTIONINCLUDING ALL STATE, CITY, AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL,PLUMBING AND FIRE CODES. CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS PRIOR TOCOMMENCEMENT OF WORK.3.THE ARCHITECT / ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANSAND METHODS OF CONSTRUCTION, TECHNOLOGIES, OR THE CONTRACTION TO CARRY OUT THEWORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS OR RELATED CODES.4.THE FRAMING PLAN SHOWN INDICATES THE "TRUSS SYSTEM" AND IS THE RESPONSIBILITY OF THETRUSS SYSTEM ENGINEER (DESIGN PROFESSIONAL OF RECORD). THE TRUSS DESIGN ENGINEER(DELEGATED ENGINEER) HAS FINAL, RESPONSIBILITY FOR EACH INDIVIDUAL TRUSS AND TRUSSPROFILE, AND IS TO SUBMIT A FINAL SET OF TRUSS ENGINEERING SIGNED AND SEALED TRUSSDRAWINGS TO DESIGN PROFESSIONAL OF RECORD FOR REVIEW PRIOR TO FABRICATION5.ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES WITH IN THIS PLAN SHALL BE BROUGHTTO THE ATTENTION OF THE DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TOCONSTRUCTION.6.ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESEDOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULDBE DIRECTED TO OUR QUALITY ASSURANCE MANAGER AT 321-972-0491 IMMEDIATELY. NO BACKCHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE THE ENGINEER WITHOUTADVANCED NOTIFICATION AND APPROVAL BY THE ENGINEER. PAYMENTS WILL BE MADE INACCORDANCE TO THE TERMS OF THE AGREEMENT.SECTION R318 PROTECTION AGAINST TERMITESTERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIEDPESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVEDMETHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEWCONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THEAPPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BEISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINSTHE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THEPREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWSESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."NOTES:1.METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUIDBORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE ANDPRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT.2.PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATEDPORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.3.OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.CAST IN PLACE REINFORCED CONCRETE1.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 4000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5"PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.632.HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS.3.HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EA WAY.4.CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O.5.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064A / A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIREWITHIN THE 6". POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN 1.5 LBS OF FIBER PER CUBIC YARD6.ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE-CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORT. TOPREINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED INPLACE BY USING ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE ASPER DETAIL MS05/L2.7.HIGH STRENGTH SIMPSON SET EPOXY-TIE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPOXY, THEYMUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL.8.WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6TH EDITION (2017)RESIDENTIAL IS TO BE IMPLEMENTED. F303.4 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY ANDALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH.MASONRY1.HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVESTRENGTH OF 1900 PSI ( f'm = 1900 PSI )2.MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A.3.COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYSOF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION4.GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT.5.GRADE 40 U.N.O.VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 4FT.REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE.6.REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05/L2, UNLESS OTHERWISE NOTED ON THE DRAWINGS.7.GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THEFLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED.8.TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR9.TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS10.DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-1411.CONSOLIDATE POURS EXCEEDING 12" IN HEIGHT BY MECHANICAL VIBRATION, AND RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIALWATER LOSS AND SETTLEMENT HAS OCCURRED. GROUT SHALL BE FLUSH WITH TOP OF WALL.12.SEE ARCHITECTURAL AND STRUCTURAL CONSTRUCTION DOCUMENTS FOR MASONRY CONTROL JOINT (MCJ) LOCATIONS. MASONRY CONTROL JOINTSPACING SHALL NOT EXCEED 3x THE MASONRY WALL HEIGHT (IN FEET) OR 25-FEET, WHICHEVER IS LESS (UNLESS NOTED OTHERWISE)WOOD1.ALL EXTERIOR WOOD STUDS WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. STRUCTURAL WOOD FRAMING MEMBERS,(I.E. BLOCKING OR GABLEEND BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR IN DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGESTMATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE SYP #2.2.ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING ANDFIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS3.ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTIONSHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O.4.MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TOVERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D,CBA-A OR CA-B REQUIRE HOT-DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.5.ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED.6.UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONSWITHOUT WOODEN TOP PLATES.7.SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS8.ALL ENGINEERED LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP (1.7E FB=2400 PSI) MIN.9.SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE:9.1.ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB9.2.FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE.9.3.WALL SHEATHING: 1532" RATED OSB EXPOSURE 1. A MINIMUM 18" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGE AND END JOINTS TOALLOW FOR EXPANSION. PER R604.3 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED.UPLIFT CONNECTORS1.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT AREEXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OFTHESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE THE TRUSS ENGINEER FOR THE LOCATION OF THESEWALLS.AND STRUCTURAL PLANS FOR MORE INFO.GENERAL STRUCTURAL NOTESTERMITE SPECIFICATIONSSTRUCTURAL STEEL1.MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50, Fy=50 KSI TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPESTEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI STRUCTURAL CONNECTIONS: ALL STRUCTURALBOLTS TO BE A325N U.N.O2.STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TOASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT SHOPDRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFORE FABRICATION FOR REVIEW AND APPROVAL3.STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE BROUGHT TO A "SNUG-TIGHT" CONDITION , ASDEFINED IN THE SPECIFICATION. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPECIFICATION STRUCTURAL BOLTS SMALLER THAN 5/8"DIA. TO BE A307 THREADED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE:ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ENGINEEROF RECORD BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLETWELDS SHALL BE 316" UNO.4.SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURALMEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES.5.STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVESPRAY-ON FIRE PROTECTION..6.A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS ANDSPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER.PRE ENGINEERED WOOD TRUSSES1.ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS ORANCHORS PER STRUCTURAL PLAN2.PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FORSTRESS-GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.3.TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TOWITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD.4.BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS.5.TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BEDESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS:6.DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION.7.PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES .SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSSLOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTALSHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TOFABRICATION.8.THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGSSHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.FIELD REPAIR NOTES1.MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPOXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPOXYADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEEPLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS.2.FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTOTHE EPOXY FILLED HOLE. USE A TWO PART EMBEDMENT EPOXY (SIMPSON HIGH STRENGTH EPOXY-TIE ANCHORING ADHESIVE ) MIXED PER THEMANUFACTURER'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USINGCOMPRESSED AIR PRIOR TO APPLYING THE EPOXY. ALLOW THE EPOXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL INTHE NORMAL WAY DURING BOND BEAM POUR.3.FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TOFOOTING ).4.MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) ¼"x 2¼" TITENS TOMASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP ISMISSED, CONTRACTOR IS TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS.5.NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONSARE MISSED, CONTACT THE EOR FOR SUBSTITUTION.6.IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 W/ (26)16d x 21/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPOXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT EORIF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS.SHINGLEROOF (PSF)METALROOF (PSF)TILEROOF (PSF)HEAVYROOF (PSF)TOP CHORD LLTOP CHORD DLBOTTOM CHORD LL*BOTTOM CHORD DLTOTAL (PSF)201001040201001040201501045202501055BOTTOM CHORD LL (OPT)205010ATTICS W/ LIMITED STORAGEATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE(NON-CONCURRENT)NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTENAPPROVAL FROM EOR OR INDICATED ON PLANTOP CHORD LLTOP CHORD DLBOTTOM CHORD LLBOTTOM CHORD DL401005(PSF)(PSF)(PSF)(PSF)DEFLECTION CRITERIAROOF TRUSSES*LL/360TL/240ROOF RAFTERSLL/180TL/120ROOF RAFTERS (W/O CLG)LL/360TL/240FLOOR TRUSSES/ BEAMS **LL/360TL/240FLOOR I-JOIST***LL/480TL/240*TL MAX 2" UP TO 40FT SPAN**TL MAX 3/4"*** TL MAX 1/2"COMMENTS:COMMENTS:·FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL.·FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017)·FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017)·NFPA 70-14. NATIONAL ELECTRICAL CODES. (NEC 2014) & 6TH FBCR CH. 34-43·BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14).·SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10).·BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13).·NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION.·WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION.·APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION.·AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10·ALUMINUM DESIGN MANUAL - 2015 EDITIONCODE CRITERIASTRUCTURAL DESIGN CRITERIAGENERAL ROOF LOADINGGENERAL FLOOR LOADINGSPECIAL FLOOR LOADINGGAME ROOM / READING ROOMSBALCONIES/ DECKSBALCONIES OVER 100 SQ:FTLIGHT STORAGESTAIRS / NON SLEEPING ROOMS6040(PSF)(PSF)100125(PSF)(PSF)COMMENTS:GUARDRAILS AND HANDRAILSGUARDRAIL IN-FILL COMPONENTS20050(LBS)(d)(LBS)(f)d. A SINGLE CONCENTRATED LOADAPPLIED IN ANY DIRECTION AT ANYPOINT ALONG THE TOP.f. BALUSTERS AND PANELS FILLERSSHALL BE DESIGNED TO WITHSTANDA HORIZONTALLY APPLIED NORMALLOAD OF 50 POUNDS ON AN AREAEQUAL TO 1 SQ. FT.40(PSF)SLEEPING ROOMS30(PSF)LIBRARIES - STACK ROOMS150(PSF)****TL MAX 1/4" DIFFERENTIAL BETWEEN ADJACENT TRUSSESLINTEL PLANS1S0SNNOTES & SCHEDULESNOTES & SCHEDULESL1FOUNDATION PLAND1D2FOUNDATION DETAILSFLOOR FRAMING DETAILSS2LOW ROOF & FLOOR FRAMING PLANLINTEL CHART & NOTESL2D3FLOOR FRAMING DETAILSD4CUSTOM DETAILSS3ROOF FRAMING PLANNOTES & SCHEDULES
2017-11-08SHEET NOSCALE
10/15/2019
AS INDICATED
PROJECT NO
DATE
1511
CHK BY
NAG
DRAWN BY
Ph: 407-647-0938 Fax: 407-647-2499
email : Mark@nasrallah.com
3920 Edgewater Drive, Suite 101
Orlando, Fl. 32804
AA26001471
MARKDATE REMARK BY
MN
Designer hereby expressly reserves his copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed or copied in any form or manner
whatsoever without first obtaining the express permission and consent of the architect., nor are they to be assigned to any party without first obtaining said written permission and consent.
Written Dimensions on these drawings shall have precedence over scale dimensions: Contractors
shall verify and be responsible for all dimensions and conditions on the job and this office must be
notified of any variation from the dimensions and conditions shown by these drawings.
Architectural Group Inc
2020-12-22 Building Department Permit Set
not valid withoutoriginal or electronicsignature & sealMark P. NasrallahFla. Reg. AR 0008136Accuracy StatementThis item has been digitally signed and sealed by Mark P Nasrallah on the date containedwithin the digital signature above. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copiesSt. Lucie County, FL
Gelcorp. Industries
A Custom Residence For:
"AVALON BY THE BEACH" - LOT 23
PARCEL IDS0 AVALON BY THE BEACHLot. 23
CJ1ACJ1A
CJ1ACJ1A
CJ3ACJ3A
CJ3A
CJ5A
CJ5ACJ5AHJ7A
HJ7AH7BC1BC2BC3BC4BC5BCJ3BCJ5BCJ1ACJ1ACJ3ACJ3ACJ5ACJ5AHJ7AMH7MH9MH11MH13
EJ7AEJ7AC6B
GE1EJ6 FG1-3PLYFG3-2PLYF6F7AFG2-2PLYHJ3ACJ1ACJ1ACJ1AHJ3AH3CH5CH7CEJ3ACJ1AC1CC2CF3F4
F5AF5
F7G3F1F220'-8"
5'-4"34'-8"24'-8"CABBAAECFAAABCAA16"x16" CMUCOLUMN w/(4) #5 BARS@ 24" O.C.TOW. 10'-0"2x6TOW. 10'-0"2x616"x16" CMUCOLUMN w/(4) #5 BARSTO 2 STORYTOW. 10'-0"TOW. 10'-0"2x6TYP.EL. 22'-0"EL. 10'-0"EL. 22'-0"EL. 10'-0"EL. 10'-0"EL. 22'-0'EL. 22'-0"EL. 10'-0"2x6D4MC122x8TOW. 10'-0"MS12L2MS12L2MS12L2MS12L2MS03L2MS03L2TYP.U.N.O.AWS04D3MC04D3H4H4WS01D2WS01D2WS01D2WS01D2WS01D2WS01D2WS01D2WS01D2BW1BW1GE01D2FC03D3BW1WS01D2GE01D2C13TB14D2CC1CC2CB1BW1C3F.1A21BW1F.1C8MABM63F.1RC07D4RC07D4LD02D3DMC1D1MS01SNMS01SNMS01SNC3FFBW1MC1D1MC1D1CONCRETE BEAMConc. f'c = 4,000 PSIRebar fy = 60,000 PSI(2) #5 TOPBARSCB12'-0"
8 1/2"
1 1/2"
CLR.8"NOMINAL7"
1 1/2"
CLR.
8 1/2"#3 @ 8" O.C.#4TIES@ 8" O.C.(6) #6 BARS1'-8"CC210"10"#4TIES@ 8" O.C.(10) #6 BARS2'-8"CC18"8"8"8"(2) #5BOTTOMBARS(4) #5 MIDDLEBARSCONCRETE COLUMNConc. f'c = 4,000 PSIRebar fy = 60,000 PSICONCRETE COLUMNConc. f'c = 4,000 PSIRebar fy = 60,000 PSI8"NOMINAL8"NOMINALCONNECTOR SCHEDULETRUSS IDCJ1A, CJ3A, CJ5A, EJ7, EJ6, EJ3AC‐4, C‐5, T‐42MH7, MH9, MH11, MH13, H7B, C1B,C2B, C3B, C4B, C6B, C2C, C1C, H7C, H5C,H3CC5BFG3F7, F7AF2, F3, F5, C2C,F1FG1FG2G3BEARING POINTL / RL / RL / RL /M/ RL / RL / RL / RL / RL / RL / RL / RTRUSS ACTUALUPLIFT‐ 196 # or less‐ 451 # or less‐ 912 # or lessCONNECTOR SCHEDULE FOR: Gelcorp‐Avalon FloorCONNECTOR IDHETA20 / PER TRUSS MFR.H10A / PER TRUSS MFR.HETA20 / HETA20CONNECTOR UPLIFT DESIGNRATING1810#1040#1810# / 1810#‐ 534 # or less HETA20 / HETA20 / HETA20 1040# / 1040#/ 1040#HTS20 / (2)HTS20‐ 964 # or less‐‐‐ 3415 # or less‐ 850 # or less‐‐ 1031 # or less(2) 12d TOENAIL/ HETA20PER TRUSS MFR/ (2) 12dTOENAILLGT3 / LGT3HETA20 / HETA20(2)HTS20 / PER TRUSS MFRHETA20 / HETA201310# /2620#960# / 2620#960#3480# / 3480#1810# / 1810#2620#1810# / 1810#FASTENERS(9) 10d x 1‐1/2"(18) 10d x 1‐1/2"(18) 10d x 1‐1/2"(12) 10d x 1‐1/2"/ (24)10d x 1‐1/2"(8) 10d x 1‐1/2"‐(26) 16d SINKERS &(12) 1/4" x 2‐1/2" SDS(18) 10d x 1‐1/2"(18) 10d x 1‐1/2"TRUSS MANUFACTURER:________TRUSSWOOD_________ DATE OF LAYOUT: _________12/12/19_______________________ DATE OF TRUSS CUT SHEETS: ____________12/12/19____________L = LEFT, R = RIGHT & M = MIDDLE BEARINGS.BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS.NOTES2017-11-08SHEET NOSCALE
10/15/2019
AS INDICATED
PROJECT NO
DATE
1511
CHK BY
NAG
DRAWN BY
Ph: 407-647-0938 Fax: 407-647-2499
email : Mark@nasrallah.com
3920 Edgewater Drive, Suite 101
Orlando, Fl. 32804
AA26001471
MARKDATE REMARK BY
MN
Designer hereby expressly reserves his copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed or copied in any form or manner
whatsoever without first obtaining the express permission and consent of the architect., nor are they to be assigned to any party without first obtaining said written permission and consent.
Written Dimensions on these drawings shall have precedence over scale dimensions: Contractors
shall verify and be responsible for all dimensions and conditions on the job and this office must be
notified of any variation from the dimensions and conditions shown by these drawings.
Architectural Group Inc
2020-12-22 Building Department Permit Set
not valid withoutoriginal or electronicsignature & sealMark P. NasrallahFla. Reg. AR 0008136Accuracy StatementThis item has been digitally signed and sealed by Mark P Nasrallah on the date containedwithin the digital signature above. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copiesSt. Lucie County, FL
Gelcorp. Industries
A Custom Residence For:
"AVALON BY THE BEACH" - LOT 23
PARCEL ID C# *INDICATES NO BOTTOM CONNECTORREQUIREDSYMBOLDESIGN DESCRIPTIONMAIN FLOOR LEGENDC#H##INDICATES BEARING WALL SEE BEARINGWOOD BEARING SCHEDULE ON SN , SEEARCHITECTURAL PLANS FOR WALL WIDTH,2x4 MINIMUM U.O.N.B#INDICATES AN OPENING HEADERCONSTRUCTED PER HEADER SCHEDULEON SHEET SNINDICATES STRUCTURAL BEAM SEEDESIGN AND ATTACHMENTSPECIFICATIONS PER BEAM SCHEDULEON SHEET SN.INDICATES UPLIFT CONNECTOR. SEEUPLIFT CONNECTOR SCHEDULE ONSHEET SNINDICATES LINTEL PER LINTEL PLAN L1BW#2x_INDICATES BUILT UP COLUMN, SEEFRAMING PLAN FOR SIZE, DETAIL WF37/SNFOR PLY ATTACHMENT AND UPLIFTCONNECTION SCHEDULE ON SN FORCONNECTION TO SLAB#INDICATES WINDOW PRESSURE -SEE S0 FOR MORE INFORMATION.PLAN KEY NOTESBUILDER NOTE:IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THETRUSS MANUFACTURERS LAYOUT----STOP-----AND CALL THE ENGINEER OF RECORD PRIOR TOPLACEMENT OF ANY TRUSSES.FRAMING NOTES:1.SEE WIND SPEED CHART ON SN FOR WINDOWPRESSURES2.TYPICAL CORNER FRAMING PER DETAIL FB06/D3GENERAL NOTES:1.THE FRAMING PLAN SHOWN INDICATES THE "TRUSSSYSTEM" AND IS THE RESPONSIBILITY OF THE TRUSSSYSTEM ENGINEER (DESIGN PROFESSIONAL OFRECORD). THE TRUSS DESIGN ENGINEER(DELEGATED ENGINEER) HAS FINAL, RESONSIBILITYFOR EACH INDIVIDUAL TRUSS AND TRUSS PROFILE,AND IS TO SUBMIT A FINAL SET OF TRUSSENGINEERING SIGNED AND SEALED TRUSSDRAWINGS TO DESIGN PROFESSIONAL OF RECORDFOR REVIEW PRIOR TO FABRICATION2.ANY DISCREPANCY OR ERROR IN DIMENSIONS ORNOTES WITH IN THIS PLAN SHALL BE BROUGHT TOTHE ATTENTION OF THE DESIGN PROFESSIONAL FORCLARIFICATION PRIOR TO CONSTRUCTION.3.SEE SHEET SN FOR DESIGN SCHEDULES AND NOTES:FOUNDATION SCHEDULE / COLUMN SCHEDULE /BEARING WALL SCHEDULE / BEAM SCHEDULE /HEADER SCHEDULE / CONNECTION SCHEDULE /FLOOR AND ROOF NOTES.SYMBOLDESIGN DESCRIPTION2x_ INTERIOR BEARING SHEARWALL - SEEBEARING WALL SCHEDULE ON SHEET SNFOR REQUIREMENTS.WALL TYPEINDICATES BEARING WALL TOP SEEBEARING WOOD BEARING SCHEDULE ON SN8" CMU TOP WALL 10'-0"SCALE: 1/4" = 1'-0"LOW ROOF & FLOOR FRAMING PLANLOW ROOF & FLOOR FRAMING PLAN 12(2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TOWALL OR BEAM BELLOW. TYP. AT INTERIOR U.N.O.SIMPSON HGUM5.25-SDS w/ RIGHT FLANGECONCEALED w/(8) 5/8"x5 TITEN HD ANCHORS & (24)14"x2 12" SDS SCREWSS2METAL ROOF WIND PRESSURE 170-DZONE(+) 29.1ZONE 1ZONE 2(-) -46.1ZONE 3(+) 29.1(-) 80.3(+) 29.1(-) 118.8WIND PRESSURED &SUCTION (PSF)3SIMPSON MBHU5.50 w/(2) 34"x5" TITEN HD ANCHORS &(12) 14"x2 12" SDS SCREWS8" CMU TOP WALL 22'-0"11111
+1.0GENERAL CONCRETE LINTEL SCHEDULEAPPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY AND LOTTS. APPLIED VERTICAL LOAD APPLIED HORIZONTAL LOAD SAFE VERTICAL LOAD SAFE HORIZONTAL LOADGENERAL INSTALLATION NOTES:1.PROVIDE FULL MORTAR HEAD AND BED JOINTS.2.SHORE FILLED LINTELS AS REQUIRED3.INSTALLATION OF LINTEL MUST COMPLY w/ THE ARCHITECTURAL AND STRUCTURALDRAWINGS4.U-LINTELS ARE LOCATED MANUFACTURED w/ 5 12" " LONG NOTCHES AT THE END TOACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING.5.ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4"AND LONGER w/ NOMINAL HEIGHT OF 8" MEET OR EXCEED L/1806.BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTELCAVITY7. 732"Ø WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICALANCHORAGE8.CAST-IN-PLACE CONC. MAY BE PROVIDED IN COMPOSITE LINTELS IN LIEU OF CMU9.SAFE LOAD RATING BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 53010.FLORIDA APPROVAL NUMBER 158.111.THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRYWALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTMC-926 OR OTHER APPROVED COATING12.LINTELS LOADED SIMULTANEOUSLY w/ VERTICAL (GRAVITY AND UPLIFT) ANDHORIZONTAL (LATERAL) LOADS SHOULD BE FOR COMBINE LOADING WITH THEFOLLOWING EQUATIONS:GENERAL MATERIAL NOTES:1.f'c PRECAST LINTEL = 3500 P.S.I.2.f'c PRESTRESSED LINTEL = 6000 P.S.I.3.GROUTED PER ASCM C476 f'g = 3000 P.S.I. w/ MAX " 38" AGGREGATE AND 8" TO 11"SUMP4.CMU PER ASTM C90 w/ MIN NET AREA COMPRESSION STRENGTH = 1900 P.S.I5.REBAR PER ASTM A615 GRADE 606.270 LOW RELAXATION 716" WIRE PER ASTM A5107.MORTAR PER ASTM C270 TYPE M OR S GENERAL LINTEL NOTES:1.AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIEBEAM.2.1-#5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRYOPENINGS. U.N.O.3.ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EACH END BASED ON CAST CRETE,LOTTS, AND QUALITY LINTEL SPECS.4.LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTORINSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASESTHE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IFA SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL.5.(*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FORTHE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITYAND THEREFORE IS ADEQUATE FOR THE LOADS.6.G.C. TO VERIFY ALL LINTEL DIMENSIONS IN FIELD. DIMENSIONS SHOWN ARE CLEARSPAN ONLY8F16-1B/1TTYPE DESIGNATIONTYPICAL LINTEL DETAIL758" ACTUAL8" NOMINALQUANTITY OF #5REBAR (TOP)QUANTITY OF #5REBAR (BOTTOM)NOMINAL HEIGHTF = FILLED w/ GROUTU = UNFILLED CELLR = RECESSEDNOMINAL WIDTHTOP KNOCKOUT/LINTEL BLOCKCOURSE w/1-#5 TOP,MIN155 8" ACTUAL
16" NOMINAL
112" CLEAR
#5 REBAR @ BOTTOMOF LINTEL CAVITY,WHEN APPLICABLEGROUTBOTTOM REINF.PROVIDED INLINTEL (VARIES)GAHJKAAAACAAAAEDFGAGMIN.MIN.GCC1CC2CB1CBOT. @ 10'-0'PROVIDE TRIPLE KNOCKOUT COURSE BONDw/(2) #5 EACH COURSE GROUTED SOLIDBOT @ 8'-0" w/HOOK BARS TO ADJACENTWALL AT EACH END24'-0"AAABAACC3CC4CB18x16 BOND BEAM w/(12) #5 EACH COURSE
w/ HOOK BARS EACH END TO ADJACENT WALL
LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: GELCORP ‐ AVALONSTANDARD LINTELSSAFELINTELMARKABCDEFbLENGTHGHJKL3'‐8"4'‐0"4'‐8"3'‐8"5'‐0"5'‐6"9'‐8"13'‐4"14'‐8"4'‐0"GRAVITYLOAD (# PLF)8974897489746113536548303486107513707547APPLIEDGRAVITY LOAD(# PLF)607607272742818582132553185743SAFE UPLIFTLOAD (# PLF)52635263457035242276283811624243693815APPLIEDUPLIFT LOAD(# PLF)402402190303271‐90412177692BEAM COMPOSITE8F24 ‐ 1B / 1T8F24 ‐ 1B / 1T8F24 ‐ 1B / 1T8F16 ‐ 1B / 1T8F16 ‐ 1B / 1T8F20 ‐ 1B / 1T8F24 ‐ 1B / 1T8F16 ‐ 1B / 1T8F16 ‐ 1B / 1T8F20 ‐ 1B / 1T2017-11-08SHEET NOSCALE
10/15/2019
AS INDICATED
PROJECT NO
DATE
1511
CHK BY
NAG
DRAWN BY
Ph: 407-647-0938 Fax: 407-647-2499
email : Mark@nasrallah.com
3920 Edgewater Drive, Suite 101
Orlando, Fl. 32804
AA26001471
MARKDATE REMARK BY
MN
Designer hereby expressly reserves his copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed or copied in any form or manner
whatsoever without first obtaining the express permission and consent of the architect., nor are they to be assigned to any party without first obtaining said written permission and consent.
Written Dimensions on these drawings shall have precedence over scale dimensions: Contractors
shall verify and be responsible for all dimensions and conditions on the job and this office must be
notified of any variation from the dimensions and conditions shown by these drawings.
Architectural Group Inc
2020-12-22 Building Department Permit Set
not valid withoutoriginal or electronicsignature & sealMark P. NasrallahFla. Reg. AR 0008136Accuracy StatementThis item has been digitally signed and sealed by Mark P Nasrallah on the date containedwithin the digital signature above. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copiesSt. Lucie County, FL
Gelcorp. Industries
A Custom Residence For:
"AVALON BY THE BEACH" - LOT 23
PARCEL IDSCALE: 1/4" = 1'-0"2nd FLOOR LINTEL PLANHIGH ROOF FRAMING PLAN L1SCALE: 1/4" = 1'-0"1st FLOOR LINTEL PLAN1
TB01CROSS BRACING, TYP.SCALE: 3/4" = 1'-0"MINIMUM 2x4 CROSSBRACING (SEE PLANFOR LOCATION)3 - 12d PER JOINTCONTINUOUS 2x4 BOTTOMCHORD BRACING MIN.±45°*DIAGONAL SPACED AT 20'-0" O.C.MAX. SAME SPACING AS BOTTOMCHORD LATERAL BRACINGTB02CROSS BRACING TYPICALSCALE: N.T.S.CONTINUOUS LATERAL BRACINGNAIL OVER X-BRACE AS SHOWN.INSTALL BLOCKING ATTACH WEDFOR NAILING X-BRACING - 2x4 SYP w/ 3-12dNAILS @ EACH TRUSS WEBBLOCKINGTYP.TRUSSSECT. A-ASEEPLANAAG.T.JACKTRUSSESPROVIDE 2x4 MIN. BLOCKING AT COF HIP/RIDGE, TYP. BETWEENTRUSSES w/2-12d NAILS EACHEND TO TRUSS TOP CHORDTB03HIP/RIDGE BLOCKING SCALE: 3/4" = 1'-0"ADD MIN 2x4 ALONGSIDE TOPCHORD WHEN REQ.D TOPREVENT PLYWOOD SPANFROM EXCEEDING 24" MAXSPAN EIGHT SIDE, IF REQ'DROOF SHEATHING, SEE TB13/SNFOR SPECIFICATIONS2-12d NAILS AT 12" O.C. MAXHIP G.T.MIN 2x4 BLOCKINGBETWEEN TRUSSESHIP TRUSSROOF SHEATHINGALTERNATE TO BLOCKINGRIPPED 2x4 SYP#2NAILED TO TOPCHORD OF HIPPEDTRUSS w/ 12dNAILS @ 6" O.C.OVERLAP TRUSS BRACINGAT LEAST ONE TRUSS SPACE5 OVERLAPTB04TRUSS BRACING OVER LAPSCALE: 3/4" = 1'-0"TRUSSMINIMUM 2x4 SPF OR SYP TRUSSBRACING w/ 3-12d NAIL PER JOINT**SPACED AT 15'-0" MAXNOTE:1) SEE TRUSS MANUFACTURER'STRUSS ENGINEERING CUTSHEETS FOR ADDITIONALPERMANENT BRACING THAT MAYBE REQUIRED2) "T" BRACING MAY BE USED INPLACE OF PERMANENT BRACINGPROVIDED IT EXTENDS OVER ATLEAST 90% OF THE WEB.HIP END 20'-0" MAX20'-0" MAX4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"
LESS 4' NO
BRACING
GABLE END
EQ.10'-0"(MAX)EQ.10'-0"(MAX)10'-0"(MAX)
MAX. TYP.MAX. TYP.TB03RIDGELESS 4' NO
BRACINGTB05REQUIRED MIN. PERMANENT TRUSS BRACING PLANSCALE: N.T.S.TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX, FOR FIRST (4)ROWS OF TRUSSES SEE GE01/D2 FOR MORE INFORMATION BLOCKING TO COMPLY w/ APARECOMMENDATIONS FOR SPANRATING OF 716" OSB OR USEALTERNATE TO BLOCKING, PERTB03 THIS PAGE**ALTERNATE SPAN RATED3216" IS THE SPAN RATINGTHE PLYWOOD THICKNESSIS 1532" IF 1532" IS USED THENTHE ALTERNATE BLOCK ISNOT REQUIRED AT HIPSECTIONTB01TB044 BAYSDROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR O.H. GREATER THAN12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FORO.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED.2x4 SYP BLOCKINGBETWEEN TRUSSES @ 48"O.C. MAX. FASTEN TO EA.TRUSS w/ 3-12d NAILS EA.END8d NAILS @ 4" O.C.2x4 SYP CROSS BRACEAPPROX. 8" FROM RIDGETHEN 48" O.C. AFTER. NAIL w/3-12d @ EACH END & @CROSSING AT 45° ANGLE.(NOT REQ'D WHEN GABLE IS4'-1" OR SHORTER)FASTEN (1) SIMPSON HGA10 BRACECONNECTOR FROM DIAGONALBRACE TO BLOCK/PLATECONT 2x4 SYP SPANNING (4)TRUSS BAYS (8'-0") NAILEDw/ 3-12d TO CHORD (MIN1ST 4 BAYS)WALL AND ROOFSHEATHING, SEETB13/SN FORSPECIFICATIONS2x4 SYP L BRACE FORGABLES 3'-0" TO 5'-11"TALL.2x6 SYP L BRACE FORGABLES 6'-0" ANDTALLER.ATTACH L BRACE w/12d NAILS @ 4" O.C.GABLE TRUSSGE01GABLE END BRACESCALE: 3/4" = 1'-0"12" LONG 2x4 #2 SYPBLOCK AT BRACELOCATION. FASTEN TOSILL PLATE w/ 10d @ 3"O.C.NAIL GABLE TRUSSTO TOP PLATE w/16d NAILS @ 4" O.C.12"x8" ANCHOR BOLTAT 48" O.C. MIN.KNOCK OUTCOURSEMASONRY WALL2x8 P.T. PLATE@ WOOD FRAMED WALL@ DUTCH GABLEROOF SHEATHING, SEETB13/SN FOR ATTACHMENTOVER JACK TRUSSES, SEEPLAN.2x4 BLOCKING w/2-12d TOENAILSNAIL TOP OF "T" TOGABLE TRUSS w. 2-12dAND 1-SIMPSON H8 w/10Dx1 12" NAILSFASTEN (1) SIMPSON HGA10 @ 48"O.C. w/ 8-14"x112" SDS WOOD SCREWSGABLE END TO TOP PLATE / BEAMFRAMED WALL OR BEAMBELOW, SEE PLAN.NAIL TOP OF "T" TO GABLE TRUSS w/2-12d AND 1 SIMPSON H8 w/10-10dx112" NAILSINTERIOREXTERIOR@ WOOD FRAMED WALL@ CMU WALLWALL AND ROOF SHEATHING, SEETB13/SN FOR SPECIFICATIONS4-12d EA END2x4 SYP BLOCKING@ 48" O.C. MAX w/2-16d NAILS EA END2x4 BRACING@ 48" O.C.TRUSSTB14NON-BEARING EXTERIOR WALLSCALE: 3/4" = 1'-0"SIMPSON HGAM10 ORHETA1620 @ 48" O.C. MAX12" GAPSIMPSON A34OR (USP MP4)@ 48" O.C.2x4 SYP BLOCKING@ 48" O.C. MAX w/3-12d NAILS EA. END12" GAP(1) #5 CONT. IN SILLGROUTED SOLID FORALL WINDOWS 7'-8"OR WIDERGRADE8"F.F.WS011-STORY WALL SECTIONSCALE: 3/4" = 1'-0"ROOFING FELT OVER STRUCTURALSHEATHING, SEE TB13/SNFIBERGLASS SHINGLES OR TILE ROOF,SEE ARCHITECTURAL PLANSTRUSS ANCHOR, SEE PLANFILLED CELL - 1-#5 DIA. REBAR w/ 3000PSI CONC., SEE PLAN & FILLED CELLSPACING CHART FOR LOCATIONSMASONRY WALL w/ #5 DOWEL 7"INTO FOOTING EXTENDED 25"(ACI 530) ABOVE SLAB, SEE PLANFOR LOCATION AND ARCH FORFINISHES, TYP.PRE-ENG WOODTRUSSFILLED CELL - 1-#5 DIA. REBAR w/ 3000PRECAST "U" LINTEL w/1#5 CONT.FOUNDATION, SEE PLANTRUSS BRACING/BLOCKING NOTES:1.WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA ISGREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED.INADEQUATE TRUSSES BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALLNOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BELOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BEPLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE SO AS TO AVOID OVERLOADING ANY ONE TRUSS.2.ALL BRACING (DB, CB, BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALLLATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM.3.ALL BRACES SHALL BE 2x4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3)12d NAILS AT EACH TRUSS INTERSECTION.4.ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOTATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.5.PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE DEPTH EXCEEDS STANDARD HEEL HEIGHT.6.SEE TYP. TRUSS BLOCKING DETAILS.PRE-ENG. TRUSS3 TO 4 TRUSS SPACESA-A ALTERNATE BLOCKINGDETAIL @ INTERIOR BEARINGSECTION B-BTYP. WOOD TRUSS BLOCKING @ RAISED HEEL DETAILTB06BLOCKING/CONV. FRAME DETAILSSCALE: 1/2" = 1'-0"CONV FRAMED RIDGEFASTENED w/ 4-12dMIN WHEN NEXT TOPRE-ENG TRUSS, SEEPLAN2x8 BLOCKING NAILED @EA SIDE w/ 3-12d WHENREQ'D w/ 2-MTS12'SCONV FRAMING ABOVE 2x4 STUDS & PLATES@ 24" O.C. EA DIRECTION TYP. UNO2x6 SPF#2 VERTICAL SCAB@ 48" O.C. w/ 4-12d TOPAND BOT OR H5 ORHCLR/LL IN PLACE OF 4-12dCDDBCONT. ROOF SHEATHING ATTACHED PERTB13/SN ABOVE CONV. FRAMED AREAS2x8 SYP#2 RIDGE BEAM2x6 SPF#2 RAFTERS @ 24"O.C. w/3-10d COMMONTOENAILS TO RIDGE BEAM2x4 SPF#2 w/2-#7x312"WOOD SCREWS EA TRUSSOR H5 @ 48" O.C. w/ BEVELCUT (OPTIONAL)2x4 SPF#2 COLLAR TIEEVERY 3RD RAFTERWOOD SHEATHING,SEE TB13/SNPRE-ENGWOOD TRUSSBBTBSEE SECTION B-B2x DBL TOP PLATEWOOD SHEATHING,SEE TB13/SNALT. BLOCKINGBRG WALL,SEE PLANFOR TYPE2x4 BLOCKINGBETWEEN TRUSSESw/ 2-12d NAILS @ EAEND, CONT EA BAY2x4 BLOCKING ALTERNATEDIRECTION, AS SHOWN FASTENTO EA. TRUSS w/2-12d NAILS2x DBL TOPPLATEPRE-ENGWOOD TRUSSWOODTRUSSDIAGONAL@ 8'-0" MAX2x4 CONT.@ T & BCHORDCONC. MASONRY,STEEL, OR WOODSUPPORT, SEE PLAN1.G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIESBASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS ANDCLADDING LISTED IN THE DESIGN CRITERIA ON SHEET S0.2.1x2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO:-CMU w/ 1/12" LONG T-NAILS @ 24" O.C.-WOOD w/ 212" LONG T-NAILS @ 24" O.C.SEE ARCH PLAN AND PRE-ENG TRUSS DESIGNSEE NOTE 1 BELOWSOFFITS 1'-4" & GREATERALUM DRIP EDGE2x SUB FASCIACONT VENTED ALUM SOFFIT2x BLOCKING NAILED TO TOPCHORD EVERY OTHER TRUSSw/ 3-12d NAILS, TYP.CONT 2x4 NAILED TOBLOCKING w/ 2-12d NAILSBRG WALL TYPEPER PLAN1x2 P.T. MIN,FASTENED PER NOTE2 BELOWSF01STRUCTURAL SOFFITSCALE: 3/4" = 1'-0"FLOOR FRAMING DETAILS2017-11-08SHEET NOSCALE
10/15/2019
AS INDICATED
PROJECT NO
DATE
1511
CHK BY
NAG
DRAWN BY
Ph: 407-647-0938 Fax: 407-647-2499
email : Mark@nasrallah.com
3920 Edgewater Drive, Suite 101
Orlando, Fl. 32804
AA26001471
MARKDATE REMARK BY
MN
Designer hereby expressly reserves his copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed or copied in any form or manner
whatsoever without first obtaining the express permission and consent of the architect., nor are they to be assigned to any party without first obtaining said written permission and consent.
Written Dimensions on these drawings shall have precedence over scale dimensions: Contractors
shall verify and be responsible for all dimensions and conditions on the job and this office must be
notified of any variation from the dimensions and conditions shown by these drawings.
Architectural Group Inc
2020-12-22 Building Department Permit Set
not valid withoutoriginal or electronicsignature & sealMark P. NasrallahFla. Reg. AR 0008136Accuracy StatementThis item has been digitally signed and sealed by Mark P Nasrallah on the date containedwithin the digital signature above. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copiesSt. Lucie County, FL
Gelcorp. Industries
A Custom Residence For:
"AVALON BY THE BEACH" - LOT 23
PARCEL IDD21