HomeMy WebLinkAboutPermit Set_Structural Plans_Lot 20SHEET 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 ADDED12/16/20AC- -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 AVALON BY THE BEACHLot. 202017-11-08SHEET 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 20
PARCEL ID
CARL A. BROWN, PE - FL # 56126 WWW.FDSENG.COMLUIS PABLO TORRES, PE - FL #87864
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
Certificate Of Authorization No. 9161
SCOTT A LEWKOWSKI, PE - FL #78750S0
F2.5F2.5F2.50'-0"FIN. FLR.SLOPE
SLOPE
SLOPE
15'-4"13'-4"1'-4"42'-8"3'-0"1'-4"1'-0"14'-8"5'-4"1'-4"1'-0"9'-0"1'-0"12'-8"1'-4"12'-8"1'-4"
70'-0"
3'-4"7'-4"3'-0"15'-2"
11'-4"8"6'-0"
70'-0"9'-0"42'-8"24'-8"
5'-10"-4"-4"
-4"-4"5'-9 1/2"
15'-0"
7'-7"
19'-6"8'-11"12'-8"6'-11 1/2"-4"
-4"
3'-2"F5.0F2.52 STORYF2.5F2.5F2.5F2.5F2.5F2.52 STORY2 STORYF2.51 STORY
FTG
2 STORY
FTG F3.5F5.02 STORY1 STORY
FTG2 STORYFTGF2.5FC'S @1'-4" MAXSPACING3'-6 1/2"2 STORYF2.5-4"9'-4"6'-2"20'-6"FC'S @4'-0" MAXSPACING34'-8"5'-4"24'-8"8"6'-0"-4"27'-10"3'-0"FM01D1FM14D1FM08D1FM01D1FM01D1FM01D1FM01D1FM09D1FM02D1TYP. @CORNERSFM19D1FM03D1FM03D1FM01D1FM15D1FM08D1FM02D1FM01D1FM01D1FM15D1TYP.FM20D1FM11D1FM10D1FM10D1FM03D1FM03D1FM10AD1FM10D1FM12D1FM12D1MC1D1FM08D1FM14D1FM12D1FM10D12 STORYFM08D12 STORYFM09D11 STORY
FTG
2 STORY
FTG
1 STORY
FTG
2 STORY
FTG
2 STORYMS12L1MS12L1MS12L1MS12L1MS03L1MS03L1FM03D1MC1D120'-8"MC1D1FOUNDATION PLAN SCALE: 1/4" = 1'-0"FOUNDATION PLANSYMBOLDESIGN DESCRIPTION2x_ INTERIOR BEARING SHEARWALL - SEEBEARING WALL SCHEDULE ON SHEET SNFOR REQUIREMENTS.WALL TYPEINDICATES BEARING WALL TOP SEEBEARING WOOD BEARING SCHEDULE ON SN2x WOOD FRAMING WALL8" CMU WALLPLAN KEY NOTESFOUNDATION LEGENDINDICATES FILLED CELL w/3000 PSICONCRETE CONSTRUCTED PER DETAILMS01/SN AND SPACED PER PLANINDICATES CONCRETE FOOTING w/MINIMUM SOIL BEARING CAPACITY OF 2000PSF. REINFORCE PER GENERALFOUNDATIONS SCHEDULE ON SHEET SNFOR DESIGN SPECIFICATIONS.INDICATES 18" x 1" SAWED CONSTRUCTIONJOINT COVERING A 12'x12' SQUAREMAXIMUMF#.#0'-0"FIN. FLR.-#"INDICATES STEP IN FOUNDATION, VERIFYPER ARCHITECTURAL PLANS CONSTRUCTPER PLAN SECTION CUT AND DETAILSHEET D1INDICATES BUILT UP COLUMN, SEEFRAMING PLAN FOR SIZE, DETAIL WF37/SNFOR PLY ATTACHMENT, AND UPLIFTCONNECTION SCHEDULE ON SN FORCONNECTION TO SLABSYMBOLDESIGN DESCRIPTION4" 30 00 PSI CONC. SLAB w/ (1) LAYER OF6x6 W1.4 x 1.4 66 W.W.M. (TO BE LOCATED 13FROM THE TOP OF THE SLAB & SHALL BESUPPORTED BY APPROVED MATERIALS ORSUPPORTS NOT TO EXCEED 3'-0" O/C EAWAY. SEE FOUNDATION SCHEDULE ON SNGENERAL NOTES:1.TYPICAL CORNER FRAMING PER DETAIL FM19/D12.SEE ARCHITECTURAL PLANS FOR ALL SLAB STEPDEPTHS IF SHOW SHOWN WITHIN THESE DOCUMENTS.FILLED CELL NOTES:1.SEE PLAN FOR ZONE MIDDLE AND END DESIGNATIONS2.PLACE FILLED CELLS AT ALL BUILDING CORNER,UNDER GIRDERS, BOTH ENDS OF EXTERIOR WALLOPENING, AND WHERE INTERIOR BEARING WALLS AREPERPENDICULAR TO EXTERIOR MASONRY WALL.3.PLACE 1-#5 IN FIRST TWO CELLS ADJACENT TOGARAGE DOOR OPENING & ALL OPENINGS 8'-0" &LARGER. FILL CELLS SOLID.4.PLACE 1-#5 WHERE WOOD BEAMS CONNECT TOMASONRY WALL5.DO NOT PLACE FILLED CELLS DIRECTLY IN LINE w/STOVE VENTBUILDER NOTE:ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTESSHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNPROFESSIONAL FOR CLARIFICATION PRIOR TOCOMMENCEMENT OF CONSTRUCTIONINDICATES 2 STORY FOOTINGINDICATES 1 STORY FOOTING2017-11-08SHEET 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 20
PARCEL ID
CARL A. BROWN, PE - FL # 56126 WWW.FDSENG.COMLUIS PABLO TORRES, PE - FL #87864
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
Certificate Of Authorization No. 9161
SCOTT A LEWKOWSKI, PE - FL #78750S1
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"MS12L1MS12L1MS12L1MS12L1MS03L1MS03L1TYP.U.N.O.AWS04D3WC04D3H4H4WS01D2WS01D2WS01D2WS01D2WS01D2WS01D2WS01D2WS01D2BW1BW1GE01D2FC03D3BW1WS01D2GE01D2C13TB14D2CC1CC2CB1BW1C3F.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 20
PARCEL ID
CARL A. BROWN, PE - FL # 56126 WWW.FDSENG.COMLUIS PABLO TORRES, PE - FL #87864
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
Certificate Of Authorization No. 9161
SCOTT A LEWKOWSKI, PE - FL #78750 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"
FLT CLG @ 10'-0"FLT CLG @ 10'-0"HUS26HUS26 HGUS28-2H7H9H11HJ7 CJ1CJ1CJ1CJ3CJ3CJ3CJ5CJ5CJ5CJ1CJ3CJ5HJ7G1-3PLY
HJ3H
J
3
H3CJ1 CJ1CJ1
CJ1C3EEJ3C1E
CJ1
CJ1CJ3
CJ3CJ5CJ5
HJ7C1C2C3MH9AMH11AMH13AMH7A-2PLYCJ1
CJ1CJ3
CJ3CJ5
CJ5HJ7MH9BMH11BMH13BMH15BG2
MH7B-2PLYC2E
EJ7EJ7
EJ7MC12D4TYP.WOOD2x6 #2 SYP @16" O.C. EXT.WALL U.N.O.2x8 #2 SYP @16" O.C.FILLED CELL ABOVEWINDOW, STD 90 HOOK INWINDOW LINTEL w/3000PSI CONCRETE &SPACED PER PLANCONT FILLED CELLw/3000 PSI FROM LOWERWALL TO UPPER TYP.TYP.TYP.MAS.TYP. AT MAS.U.N.O.TYP. TO WOODSIM w/MSTI48SIM w/MSTI48SIM w/MSTI48H4H4H4H4H4H4H4H4CMS03L2WF06D3SH01D3SH05D3SH05D3SH05D3WF31D3MS03L2J22EEMS03L2TYP.MC04D3WF31D3WF31D32CC3CC4MCB1RC07D4MS03L2MTYP.MC04D3BM3BM3BM3F.1F.1CFFSG01D3AACSG02D3SG02D3MM33#4TIES @ 5" O.C.(8) #6 BARS1 1/2"
CLR.
2'-2"CC38"8"#4TIES @ 5" O.C.(6) #6 BARS1 1/2"
CLR.
1'-2"CC47"7"
10"CONCRETE COLUMNConc. f'c = 4,000 PSIRebar fy = 60,000 PSICONCRETE COLUMNConc. f'c = 4,000 PSIRebar fy = 60,000 PSI8"NOMINAL8"NOMINALCONNECTOR SCHEDULETRUSS IDCJ1, CJ3, CJ5, EJ7C2E, EJ7, C3E, MH13B, MH11B, C1, C2,C3, MH13A, MH11A, MH9A, CJ1, CJ3, CJ5H9, H11C2EH7G2MH7BMH7AG1BEARING POINTL / RL / RL / RL / RL / RL / RL / RL / RL / RTRUSS ACTUALUPLIFT‐ 565 # or less‐ 820# or less‐ 1153 # or less‐ 269# or less‐ 2177 # or lessCONNECTOR SCHEDULE FOR: Gelcorp‐Avalon ROOFCONNECTOR IDHETA20 / PER TRUSS MFR.H10A / PER TRUSS MFR.HETA20 / HETA20H10A / H10A(2)HETA20 / (2)HETA20‐ 2091 # or less (2)HTS20 / PER TRUSS MFR.‐ 2936 # or less‐ 2507 # or less‐ 6179 # or less(2)LGT‐2 / MGTMGT / PER TRUSS MFR.(2) SIMPSON LGT3‐SDS2,5 / (2)SIMPSON LGT3‐SDS2,5CONNECTOR UPLIFT DESIGNRATING1810#1040#1810# / 1810#1040# / 1040#2365#2620#4300# / 3965#3965#6960# / 6960#FASTENERS(9) 10d x 1‐1/2"(18) 10d x 1‐1/2"(9) 10d x 1‐1/2"(18) 10d x 1‐1/2"(12) 16d(24) 10d x 1‐1/2"(30)16d SINKER/ (22)10d(24) 1/4" x3 SDSSCREWS & (8) 3/8x5w/(1) 5/8" ATR w/6"EMBED. @ MGTw/(1) 5/8" ATR w/6"EMBED. @ MGTNOTESTRUSS 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.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 20
PARCEL ID
CARL A. BROWN, PE - FL # 56126 WWW.FDSENG.COMLUIS PABLO TORRES, PE - FL #87864
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
Certificate Of Authorization No. 9161
SCOTT A LEWKOWSKI, PE - FL #78750 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.SCALE: 1/4" = 1'-0"ROOF FRAMING PLANHIGH ROOF FRAMING PLAN 1(2) SIMPSON LGT3-SDS2.5 w/(24) 14"x3 SDS SCREWS &(8) 38 x 5 TITEN HDS3METAL ROOF WIND PRESSURE 170-DZONE(+) 29.1ZONE 1ZONE 2(-) -46.1ZONE 3(+) 29.1(-) 80.3(+) 29.1(-) 118.8WIND PRESSURED &SUCTION (PSF)SYMBOLDESIGN DESCRIPTION2x_ INTERIOR BEARING SHEARWALL - SEEBEARING WALL SCHEDULE ON SHEET SNFOR REQUIREMENTS.WALL TYPEINDICATES BEARING WALL TOP SEEBEARING WOOD BEARING SCHEDULE ON SN2x WOOD FRAMING WALL8" CMU TOP WALL 22'-0"3BEAM TO POCKET INTO WALL2SEE SN SHEET FOR SCHEDULES
+1.0GENERAL CONCRETE LINTEL SCHEDULEAPPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY AND LOTTS. APPLIED VERTICAL LOAD APPLIED HORIZONTAL LOAD SAFE VERTICAL LOAD SAFE HORIZONTAL LOADLINTEL DESIGNATION SCHEDULEGENERAL 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)MARKLINTEL DESIGN8F16-1B/1T8RF14-1B/1T8RF22-1B/1T8RF6-0B/1T8F20-1B/1T8F8-0B/1T8F32 1B/1T8RF30 1B/1T8F24-1B/1T8F16-0B/1T8RF14-0B/1T8RF22-0B/1T8F20-0B/1T8F32 0B/1T8RF30 0B/1T8F24-0B/1TABCDEFGHILMNPQJOR8F28 1B/1TS8F40 1B/1TT8F16 2B/2TUMARKLINTEL DESIGN8F12-1B/1TGAHJKAAAACAAAAEDFGAGMIN.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 20
PARCEL ID
CARL A. BROWN, PE - FL # 56126 WWW.FDSENG.COMLUIS PABLO TORRES, PE - FL #87864
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
Certificate Of Authorization No. 9161
SCOTT A LEWKOWSKI, PE - FL #78750 SCALE: 1/4" = 1'-0"2nd FLOOR LINTEL PLANHIGH ROOF FRAMING PLAN L1SCALE: 1/4" = 1'-0"1st FLOOR LINTEL PLAN
2"x #2 P.T. (AS PER PLANS)w/ 5/8" x 10" 'J' BOLTS OR 5/8"x 10" EXPANSION ANCHORSw/ 2" x 3/16" PLATE WASHERS& NUTS @ 24" O.C.VERTICALLY OR (6) 1/4" x 31/4" TAPCONS @ 16" O.C.VERTICALLY2"x #2 P.T. (AS PER PLANS) w/5/8" x 10" 'J' BOLTS OR 5/8" x10" EXPANSION ANCHORS w/2" x 3/16" PLATE WASHERS &NUTS @ 24" O.C. OR (6) 1/4" x3 1/4" TAPCONS @ 16" O.C.INTERIOR BEARING WALLINTERIOR SHEAR WALLEXTERIOR FRAME WALLTYP.FILLED CELL W/3000P.S.I. CONC. W/1 #5 REBARVERT. (U.N.O.)STANDARD HOOKS SEEMS05 FOR MORE INFODOUBLE 2"x TOP PLATE*SIMPSON SP2 w/ (6)10d TO STUD & (6) 10dTO PLATE8"MIN.12"MIN.3"MIN.FINISHED GRADE*SIMPSON SP1 w/ (6) 10d TOSTUD & (4) 10d TO PLATECMU WALLTYP. BOND BEAM 8"x 8" x 16" K.O. LINTELBLOCK FILL w/3000P.S.I. CONC. w/1 #5DIA. REBAR (U.N.O.ON PLANS)12"24"24"24"*SIMPSON SSP w/ (4) 10dx 1 1/2" TO STUD & (3) 10dx 1 1/2" TO PLATE*SIMPSON SP4 w/ (6)10d x 1 1/2" - SP6 FOR2"x6" WALLS, SP8FOR 2"x8" WALLSCROSS REFERENCE CHARTSIMPSON SP1 / USP STP22SIMPSON SP2 / USP SPT24SIMPSON SP4 / USP SPT4SIMPSON SP6 / USP SPT6SIMPSON SP8 / USP SPT8SIMPSON SSP / USP RSPT6NOTE*FOR UPLIFT AND SHEARWALLS ONLY - CAN BEOMITTED IF DETAILCALLOUT SAYS 'NO UPLIFT'MONO OR STEMWALL FOUNDATION(AS PER PLANS)MS03MASONRY TO WD BRG WALLSCALE: 3/4" = 1'-0"SEE PLAN FOR TOP OF WALL AND LINTEL INFOTRANSOM OPENINGMS07DBL LINTEL @ TRANSOMSCALE: 3/4" = 1'-0"OPTION: IN LIEU OF PRECAST LINTEL G.C. MAY USE2-2x8 HEADER TURNED SIDEWAYS. ATTACH FIRSTPLY OF 2x8 TO MASONRY WALL w/ HU26 HANGER @EA. END USING 4-14"∅ x 234" TAPCON'S INTOMASONRY & 2-10dx112" NAILS INTO HEADER. THENAPPLY THE SECOND 2x8 PLY TO THE FIRST w/ 10d@6"O.C. STAGGEREDOPENING, SEE PLANFRAME INFILL, BY BUILDER, SEEWF01/L1 FOR MOREINFORMATIONPRECAST LINTEL, RECESSED LINTELAS NEEDED FOR TRANSOM HEIGHTPRECAST RECESS LINTEL, ORBUILDER OPTION BELOWEDGE VIEWWF01MASONRY ARCH FRAMINGSCALE: 3/4" = 1'-0"NOTE: MAY CUT BACK 2x8 P.T @TOP TO ALLOW CONT. 2x4BLOCKING AROUND CURVED w/ 2TAPCON ANCHOR TO 2x8 MIN.PRECAST LINTEL, RECESSEDLINTEL WHEN REQ'DMASONRYWALL, SEEPLAN2x8 w/ 2-16d TOENAILS EA. END716" OSB w/6d NAILS @16" O.C. TO SIDE ANDTOP NAILER2x4 SPF CONT. BLOCKINGATTACHED TO 716" OSB w/2-8d NAILOPENING, SEE PLAN2x BUCK,SEE MS11/L1LINTEL, SEE PLAN716"O.S.B. EA. SIDE2x BLK'G TO O.S.B.w/2-8d EA. ENDTRACK MOUNTING DETAIL12"x8" A.B. w/2" WASHERSMIN. 5 PER JAMB, SET INTYP. FILLED CELL w/ 2-#5.2x6 SYP.#2 P.T.OVERHEAD SECTION DOORTRACK w/ 38"x112" STEEL LAGBOLTS, MIN 6 PER TRACK TOJAMB, w/ WASHER32"32"16"16"8"FILLED CELL w/ 1-#5VERTICAL EA. CELL5-12" DIA. x 8" "J" BOLT,MIN. 5 LOCATIONSCONT. WD TRIMMS12GARAGE DOOR INSTALLATIONSCALE: 3/4" = 1'-0"2x6 P.T. WD JAMB#5 STD. 90° HOOK#3 & #4 LAP SPLICE#5 LAP SPLICE#6 LAP SPLICEMS05TYP. REBAR SPLICESCALE: 3/4" = 1'-0"#6 REINFORCEMENT BAR36" MIN. LAP10"#5 REINFORCEMENT BAR25" MIN. LAP20" MIN. LAP#3 OR #4 REINFORCEMENT BAR#5 REINF. BAR w/ 178"RADIUS @ 90∅ BENDATTACHMENT REQUIREMENTS 2 x 42 x 62 x 8SIZE TAPCONS# ROWSSPACING3/16" X 3"3/16" X 3"3/16" X 3"12" O.C.12" O.C.12" O.C.122MS11MASONRY BUCK INSTALLATIONSCALE: 3/4" = 1'-0"NOTES:1.TAPCONS TO BE 6" FROM END2.FASTENING TO WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER3.1x BUCKS ARE NOT STRUCTURAL AND SHALL BE USED ONLY AS BLOCKINGFASTEN 2x P.T. NAILER TOMASONRY PER FASTENINGCHART ABOVEFOR DOUBLE 2x NAILER USE14"x4" TAPCONS, SEE CHARTABOVE FOR SPACINGOPTIONAL:DBL 2x P.T. BUCKS w/ 12"O.S.B. BETWEENPRECAST LINTEL, SEE PLANTIE-BEAMSD02GENERAL STAIR SECTIONS & PLANSSCALE: 3/4" = 1'-0"Stairway construction and handrail to conform to the FBC Residential section R311.7Riser height:The maximum riser height shall be 7 3/4". The greatest riser height within any flight of stairsshall not exceed the smallest by more than 3/8 inch.Tread depth:The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shallnot exceed the smallest by more than 3/8 inch.Handrails:Handrails shall be provided on at least one side of each continuous run of treads or flight withfour or more risers. Handrail height, measured vertically from the sloped plane adjoining thetread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38".Handrails adjacent to a wall shall have a space of not less than 1 1/2" between the wall and thehandrails.Grip-size:Handrails with a circular cross section shall have an outside diameter of at least 1 1/2" and notgreater than 2" or provide equivalent graspability in compliance with FBCR Section R311.7.8.3.Guards:Guards shall be located along open-sided walking surfaces, including stairs, ramps andlandings, that are located more than 30" and shall be not less than 36". Required guards shallnot have openings from the walking surface to the required guard height which allow passage ofa sphere 4" in diameter.(guardrails and handrails shall have a uniformly distributed live load of 200 psf.) (guardrail in fillcomponents (pickets) shall have a uniformly distributed live load of 50 psf).Winders:Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have aminimum tread depth of 10" at the intersections with the walkline (12" from the narrower side).STAIR NOTES:P.T. THRUST BLOCKSECURED TO SLAB w/1/4"X3 1/2" TAPCONS@ 16" O.C.2x FRAMED WALL -LOCATED AS PERARCH. DWG'S.2x8 #2 SYP JOISTS@ LANDING @ 16"O.C. w/ SIMPSONA35 CLIP OR LUS26HANGER EA. SIDEFLOORSHEATHING8" CMU WALL OR2x4 #2 SYP STUDS@ 16" O.C.STANDARD (3) 2x12 STRINGERSW/ SIMPSON A35 CLIP ATLANDING (USE (2) SIMPSON A35CLIPS FOR CENTER STRINGER)2x8 LEDGER #2 SYP(P.T. IF MAS.) w/ (3)16d NAILS TO STUDOR (2) 1/4"x3 1/2"TITENS TOMASONRY @ 16" O.C.(2) 2x12 HDR. w/(3) 2x STUDS AT EA. ENDFOR BEARING CONNECTION(USE SIMPSON HUC212FASTENED TO (3) 2x STUDSFOR HANGER CONNECTION)(ALIGN W/ BOTTOM OFLOWER STRINGERS)(1) 2X12 #2 SYP MID-STRINGER UP TO 3'-11"WIDE STAIR (USE (2) 2X12 MID-STINGERSFOR 4'-0" TO 5'-0" WIDE STAIR) - FASTENMID-STRINGER(S) TO BEAM W/ (2) SIMPSONA35 CLIPS OR SIMPSON LSSU210/USPLSSH210 HANGER(2) 2X12 #2 SYP BEAM REQ'D @ END OFLANDING FOR STRINGER CONNECTION -BEAR BEAM DIRECTLY ON (3) 2x STUDSOR FASTEN BEAM TO LEDGER W/ (2)SIMPSON HUC212-2/USP HD212-IFHANGERS EA. SIDEMIN. (3) 2X STUDS REQ'D @ END OFLANDING W/ MIN. (6) 16d NAILSFROM LEDGER TO STUD PACK2X12 #2 SYP (P.T. IF CMU WALL) CONTLEDGER W/ (3) 16d NAILS @ 16" O.C. MAX.TO EACH STUD. ((2) 1/4"X3 1/2"TITENS/TAPCONS @ 16" O.C. MAX. FORMASONRY WALL)SEE PLAN FOR MASONRYWALL OR WOOD WALL(TYP.)2X8 #2 SYP JOISTS @LANDING @ 16"O.C. W/SIMPSON LUS26/USP JUS26HANGER ON EACH SIDEPLYWOOD SHEATHINGOVER LANDING ATTACHEDPER GENERAL FLOORCONSTRUCTION NOTES(1) 2X12 #2 SYP SIDE STRINGER EA. SIDEOF STAIR (P.T. IF CMU WALL) - FASTENTO EA. STUD W/ (3) 16d NAILS (MIN. (3)STUDS) OR TO CMU W/ (2) 14"X312"TITENS/TAPCONS @ 16" O.C. MAX.MIN.(1) 2X STUD @ TOP OF SIDESTRINGER (TYP.)PRE-ENGINEERED TRUSS -SHIFT SLIGHTLY AS REQ'D.FOR STAIR FRAMINGFLOOR SHEATHING34" PLYWOOD OR OSBATTACHED TO FACE OFPRE-ENGINEERED TRUSS2x BOTTOM CHORDBLOCKING BETWEEN1ST TRUSS BAY @ EA.STRINGERSTANDARD (3) 2x12 STRINGERSW/ SIMPSON A35 CLIP @ STAIRHEAD (USE (2) SIMPSON A35CLIPS FOR CENTER STRINGER)2x BLOCKING @ EA.STRINGER CONNECTIONVAPOR BARRIER BETWEENSTRINGER & CONC. SLABINSTALL 2x BLOCK EA.SIDE @ CENTERSTRINGER CONNECTIONINSTALL 2x BLOCKEA. SIDE @ CENTERSTRINGERCONNECTIONNOTCH STINGERSFOR BEARING ON(2) 2x12 HDR.TYP. LANDING FRAMING PLANTYP. LANDING FRAMING SECTIONTYP. BASE OF STAIR FRAMING SECTIONTYP. HEAD OF STAIR FRAMING SECTIONNOTE: SEE ARCH. DWG'S. FOR ALL RISER AND TREADDIMENSIONS, HANDRAIL & GUARDRAIL INFORMATION,AND FINISH REQUIREMENTS. ALL HANDRAILS &GUARDRAILS SHALL BE SUPPLIED BY THE CONTRACTORAND SHALL BE DESIGNED TO RESIST SINGLE LOADING200-POUND CONCENTRATED LOAD APPLIED IN ANYDIRECTION AT ANY POINT ALONG THE TOP RAIL ASSPECIFIED IN TABLE R301.5 OF THE 2017 FLORIDARESIDENTIAL BUILDING CODE.STANDARD (3) 2x12STRINGERS W/ SIMPSON A34CLIP @ LANDING (USE (2)SIMPSON A34 CLIPS EA. ENDFOR CENTER STRINGER)STANDARD (3) 2x12 #2SYP STRINGER - SEEGENERAL STAIRFRAMING INFO.MAX. RISER 7 3/4"MIN. TREAD DEPTH 10"TREAD W/ BULLNOSE SEEARCH FOR MORE INFO9'-0" MAX LANDING LENGTH15'-0" MAX STRINGER LENGTHSEE PLAN FORDEPTH OF LANDINGSEE PLAN FOR WIDTH
OF LANDING R302.7: UNDER STAIR PROTECTIONENCLOSED ACCESSIBLE SPACE UNDERSTAIRS SHALL HAVE WALLS UNDER STAIRSURFACE AND ANY SOFFITS PROTECTEDON THE ENCLOSED SIDE WITH 1/2"GYPSUM BOARD2017-11-08SHEET 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 20
PARCEL ID
CARL A. BROWN, PE - FL # 56126 WWW.FDSENG.COMLUIS PABLO TORRES, PE - FL #87864
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
Certificate Of Authorization No. 9161
SCOTT A LEWKOWSKI, PE - FL #78750 HIGH ROOF FRAMING PLAN L2
EABCDOPENINGFLOOR SYSTEMNAILING ZONES (SHINGLE, METAL AND TILE)ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE& 6" O.C. INTERMEDIATEZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE& 6" O.C. INTERMEDIATEZONE 3: 8d RING SHANK NAILS @ 4" O.C. ON EDGE& 4" O.C. INTERMEDIATEFOR SHEATHING SPECIFICATIONS, SEESHEATHING NOTES BELOW(NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTORMUST USE 10d RING SHANK NAILS)GENERAL SHEATHING NOTES:1.SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY,ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BEATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND ENDJOINTS TO ALLOW FOR EXPANSION.2.NAILS FOR WALL SHEATHING TO BE A MIN. OF 8d (.131" x 2 1/2") U.N.O.3.DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATESURFACE MORE THAN 1/8"4.WALL SHEATHING: 15/32" EXPOSURE 1 PLYWOOD C-C/C-D EXTERIOROR OSB OR 7/16" STRUCTURAL 1TYPICAL WALL / ROOF SHEATHING SPECIFICATIONS AND NAILINGFLOOR SHEATHINGPLYWOOD FLOORING TO BE MIN. 5/8" T & G PLYWOOD OR OSB GLUED & SCREWED WITH 3/16" x 2 1/4" SCREWS OR 8d RINGSHANK NAILS @ 6" O.C. ALL EDGES AND @ 12" O.C. INTERMEDIATE U.N.O. (GENERAL FLOOR FINISHES ARE ACCEPTABLE IFLIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQUIRED CONTACT E.O.R. ALONG WITH TRUSS COMPANY TOVERIFY FLOOR TRUSS DESIGN.ROOF SHEATHINGMETAL ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB OR 3-PLY PLYWOOD SPAN RATED 24/16 ON PRE-ENGINEEREDWOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURALPLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION.PORCH SHEATHINGTHE EXTERIOR SHEATHING FOR THE CEILING ON ENTRIES AND PORCHES SHALL BE ATTACHED TO ALL FRAMING MEMBERSAND SYP #2 2x BLOCKING AT THE PERIMETER. 7/16" OSB OR PLYWOOD SHALL BE ATTACHED w/ 8d NAILS @ 4" O.C. EDGES AND@ 6" O.C. INTERMEDIATE OR 1/2" EXTERIOR GYPSUM SOFFIT BOARD w/ TYPE "W" 1 1/4" DRYWALL SCREWS @ 8" O.C. AT EDGESAND INTERMEDIATE.SHEAR WALL SHEATHING:SHEAR WALL SHEATHING TO BE APA STRUCTURAL I GRADE. SHEATHING TO BE ATTACHED TO ALL FRAMING MEMBERS ANDSYP #2 2x BLOCKING AT THE PERIMETER. 15/32" SHEATHING TO BE ATTACHED w/ 10d NAILS @ 4" O.C. EDGE AND @ 6" O.C.INTERMEDIATE (U.N.O.).15/32" OSB EXPOSURE 1SHEATHINGx2x RIBBON ORBLOCKINGBETWEENFLOOR SYSTEMHORIZONTAL SHEATHING(BUILDER OPTION)VERT. SHEATHING(BUILDER OPTION)FRAMINGBEYONDEA2x4 SPF #2 AT ALL BLOCKINGLOCATIONS TURNED VERTICALw/ (2) 12d TOENAILS EA. END.NAIL FLITCH PLATE TOVERTICAL w/ (4) 8d NAILS3/8"3/4"1/2"3/8"1/2"1/2"SHEATHING JOINTS ALLOW 1/2"SPACE AND FASTENED TOBLOCKING w/ (2) 8d @ 3" O.C.STAGGEREDSINGLE NAILED EDGEDOUBLE NAILED EDGEVERTICAL BLOCKINGSECTION X-XSHEATHING FASTENING SCHEDULEWALL SHEATHING & FASTENING, TYP.SOLID SHEET
INSTALLED (IF 2 STORY
FULL SHEET STARTED
FROM BOTTOM OF
FLOOR TRUSS)
RIP PIECE
OF SHEATHING
SOLID SHEET
INSTALLEDAA DBAABC15/32" OSBEXPOSURE 1SHEATHING3123222122222113311222334 FT.4 FT.4 FT.4 FT.4 FT.4 FT.4 FT.4 FT.4 FT.xxxxxA(2) ROWS 8d COMMON NAILS @ 4" O.C.8d COMMON NAILS @ 6" O.C.STAGGER ALL VERTICAL JOINTS: 8dCOMMON NAILS @ 4" O.C.PLYWOOD SPLICES AT HEADER - NAILSHEATHING TO HEADER w/ 8d COMMONNAILS @ 4" O.C. (2) ROWS AT TOP ANDBOTTOM(2) 8d NAILS @ 3" O.C. TO EACH TRUSSEND OR AT VERTICAL MEMBER IFGABLE END.TB13ROOF AND WALL SHEATHING SPECIFICATIONSSCALE: 3/4" = 1'-0"OPENINGSIZEJACKS EA ENDKINGS EA END2x4 WALL2x6 OR 2x8 WALL1'-0" - 3'-11"(1)JACKS EA ENDKINGS EA END 4'-0" - 8'-11"10'-0" - 16'-0"(2)(2)(3)(2)(2)(3)(4)(3)(4)HEADER SUPPORT - NUMBER OF JACKS & STUDS REQUIRED AT OPENINGS(1)(2)HEADER SCHEDULE1.VERIFY w/ PLAN CORRECT LENGTH OF HEADER REQUIRED.2.IF HEADER IS ON THE 1ST FLOOR SEE PLAN FOR BEARINGWALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARINGWALL SCHEDULE FOR REQUIRED CORRECTIONS U.N.O. ONPLAN.3.IF HEADER IS ON THE 2ND FLOOR SEE PLAN FORINDICATED HEADER CONNECTION FOR REQUIREDCONNECTIONS.4.ALL HEADER JACK AND KING STUDS SHALL BE FASTENEDTO EACH PER DETAIL WF37/SN.5.FASTEN ALL MULTI-PLY HEADERS TOGETHER w/ (2) ROWS12d COMMON NAILS AT 12" O.C. OR (3) ROWS IF 2x10 ORLARGER TYP. EACH SIDE OR (2) ROWS 1/4" x 3 1/2" SDSWOOD SCREWS @ 16" O.C. TYP. EACH SIDE.6.FASTEN ALL HEADERS TO KING STUDS w/ (3) 10d TOENAILSPER SIDE.7.IF HEADER IS NOT SPECIFIED CONTACT E.O.R.(2) 2x6 #2 SYPw/ 7/16" FLITCH PLATE(2) 2x8 #2 SYPw/ 7/16" FLITCH PLATE(2) 2x10 #2 SYPw/ 7/16" FLITCH PLATE(2) 2x12 #2 SYPw/ 7/16" FLITCH PLATE(2) 1 3/4" x 11 1/4" LVL2.0E Fb=2600HEADER NOTESHEADER SIZEMARK(2) 1 3/4" x 9 1/4" LVL2.0E Fb=2600DOWN-SETHEADER (OPT.)UP-SETHEADER(OPT.)NOTES:1.OPENINGS GREATER THAN 4'-0" PROVIDE (2) 2xSILL PLATE w/ A35 CLIPS EACH SIDE.2.NO TOP PLATE SPLICES SHALL OCCUR OVEROR WITHIN 2 FEET OF HEADER.3.HOLD DOWN CONNECTIONS NOT REQUIRED ATBEARING WALLS WITHOUT UPLIFT.WINDOWOPENING(SEE ARCH)DOOROPENING(SEE ARCH)2x CRIPPLE STUDS @ 16" O.C. w/ (1) SIMPSON SP2 CONNECTOR @ TOP AND BOTTOM.**PROVIDE (3) 2x CRIPPLE STUDS BELOW ANY GIRDER TRUSS BEARING OVER HEADER.CONNECT G.T. TO STUD w/ (2) SIMPSON HTS20 STRAPS AND CONNECT BOTTOM OFSTUD TO HEADER w/ (2) SIMPSON HTS20 STRAPS, U.N.O. (IF STUD IS LESS THAN 10"TALL THEN USE SIMPSON CS18 INSTALLED FROM BOTTOM OF HEADER, UP STUD,OVER TOP PLATE & BACK DOWN OTHER SIDE OF WALL TO BOTTOM OF HEADER -FASTEN STRAP w/ (2) 10d NAILS @ 3" O.C.)SIMPSONLSTA30 EA. ENDOF HEADER(CENTER ATBOTTOM OFHEADER) -WRAP OVERTOP PLATE ASREQ'D.SIMPSON SP4w/ (6) 10d NAILS@ 24" O.C. (SP6FOR 2"x6", SP8FOR 2"x8")**CONNECTGIRDER TRUSSDIRECTLY TOHEADER w/ (2)SIMPSONHTS20, U.N.O.SILL PLATE(SEE NOTE#1)HEADER (SEE HEADER ANDBEAM SCHEDULE FORFASTENING REQUIREMENTS& SEE PLANS FOR SIZE)KING STUD(S) (SEECHART ABOVE FOR INFO)JACK STUD(S) (SEECHART ABOVE FOR INFO)HDTYPICALFRAMINGCONNECTIONSATOPENINGSSCALE: NONE(2) 2x TOPPLATEHTT4 w/ (18) 16d x 2 1/2" NAILS& 5/8"∅ A.T.R. EPOXIED w/ 6"MIN. EMBEDMENT (MIN.) BASECONNECTION AT EACH SIDEU.N.O. ON PLANS (IF AT STEP,6" MIN. EMBEDMENT PASTLOWER SLAB)CROSS REFERENCE CHARTSIMPSON LSTA30 / USP LSTA30SIMPSON SP4 / USP SPT4SIMPSON SP6 / USP SPT6SIMPSON SP8 / USP SPT8SIMPSON HTS20 / USP HTW20SIMPSON SP2 / USP SPT24SIMPSON A35 / USP MPA1SIMPSON HTT4 / USP HTT45(3) 2x10 #2 SYPw/ 1" FLITCH PLATEH1H2H3H4H5H6H7H81.CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICF WALLS UNO ON PLAN2.CONNECTION AT 24" OR 32" O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAILFB12/D3 FOR MORE INFORMATION3.CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLS/ICF WALLS/LINTELS4.CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32" O.C MAX. w/ (2) AT EACH CORNER. G.C. TOVERIFY LOCATION DOES NOT CONFLICT w/TJI (IF APPLICABLE) LAYOUT5.CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALL/BEAMS w/ (2) 12d TOENAILSSIMPSON - CONNECTOR SCHEDULEMINIMAL CONNECTOR UNO ON FRAMING PLAN1.CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAMMINIMAL CONNECTOR UNO ON FRAMING PLAN1.CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD WALLS AND/OR BEAMSGENERAL CONNECTOR NOTES:1.CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS / BEAMS w/ (2) 12d TOENAILS.2.ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN.3.G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT.4.FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #1 2"x4" TO TRUSS VERTICAL WEB w/ (2) ROWS OF 10d NAILS@ 3" O.C. STAGGERED.5.MINIMUM A.T.R. EMBEDMENT: 5" EMBEDMENT FOR 1/2" A.T.R. 6" EMBEDMENT FOR 5/8" A.T.R. 8" EMBEDMENT FOR 7/8"A.T.R. (IF AT STEP, DEPTH IS FROM LOWER SLAB).RFUS w/ (12) WS3 WOOD SCREWSAND (4) 3/4" x 6" WEDGE-BOLTHTWM16 w/ (8)10d NAILS AND(4) 1/4"x1 3/4" WEDGE-BOLTORHTWM20 w/ (10)10d NAILS AND(4) 1/4"x1 3/4" WEDGE-BOLTUSP - CONNECTOR SCHEDULEHTA16 w/ (9)10d x 1 1/2" OR HTA20 w/ (9)10d x 1 1/2"15851870CONNECTOR & FASTENERSSPFSYPRT7A w/ (10)8d NAILS515585RT16A w/(17)10d x 1 1/2"RT16-2 w/(16)10d x 1 1/2" AT 2 PLY TRUSSES89593510201050MTW12 w/(14)10d x 1 1/2" (AT EXTERIORLOCATION INCLUDE (3) 12d TOENAILS)9951185MUGT15 w/(28)10d NAILS AND 5/8" A.T.R. w/12" EMBEDMENT w/ SIMPSON "SET" EPOXY33304495HTW20 w/(24)10d x 1 1/2" (AT EXTERIORLOCATION INCLUDE (3)12d TOENAILS13051555(2) HTW20 w/(48)10d x 1 1/2" (AT EXTERIORLOCATION INCLUDE (6)12d TOENAILS (EA)26103110HUGT2 w/ (8)10d x 3" NAILS AND (2) 34"A.T.R. w/ 12" EMBEDMENT w/ SIMPSON"SET" EPOXY (HUGT3 FOR 3-PLY)6925957536007100(2) LUGT2 w/ (32) 16d SINKERS & (10)1/4" x 3" WEDGE-BOLT (2 PLY TRUSS)OR (32) 16d SINKERS FOR FRAME (EA)3100-M3800-F3100-M4520-F(2) LUGT3 w/ (24) 1/4" x 2 1/2" WS25SCREWS & (4) 3/8" x 5" WB (2 PLY TRUSS)OR (56) 16d SINKERS FOR FRAME (EA)6480-M6480-F7050-M7710-FHD410 OPT HD410IF w/ (20)16d & (10) 10d NAILSG#3080U#1950HD410 OPT HD410IF w/ (18) 1/4" x3" WEDGE-BOLT & (10) 10d NAILS1585317018702430(2) HTA16 OPT (2) HTA201-PLY w/ (10) 10d x 1 1/2" OR2-PLY w/ (12) 16d12251225114511458751045LUGT1 w/ (23) 8d x1 1/2" NAILS13951395RT16M w/ (9) 10d x 1 1/2" NAILS& (4) 1/4" x 1 3/4" TAPCONSMUGT15 w/ (22) 10d NAILS& HTT45 w/ (18) 10d NAILS& (1) 5/8"∅ A.T.R.-4160ACBMINIMAL CONNECTOR UNO ON FRAMING PLANDTB-TZ w/ (8) 1/4" x1 1/2" WS15 WOODSCREWS AND (1) 1/2"∅ A.T.R. EPOXIEDw/ SIMPSON "SET" (SEE NOTE #4)15101835HTT45 w/ (26) 16d x2 1/2" NAILS AND (1)5/8"∅ A.T.R. EPOXIED w/ SIMPSON "SET"(SEE NOTE #4 BELOW)-5005HTT45 w/ (18) 16d x2 1/2" NAILS AND (1)5/8"∅ A.T.R. EPOXIED w/ SIMPSON "SET"(SEE NOTE #4 BELOW)-4160(2) HTT45 w/ (52) 16d"x2 1/2" NAILS& (2) 5/8"∅ A.T.R. (SEE NOTE #4)-10010HD46 OPT HU46 w/ (6) 10d NAILS & (12)1/4" x 2 3/4" TAPCONS (TO MAS.)OR (12) 16d & (6) 10d (FOR FRAME)G#1850U#1170SYP-FG#3000U#1170SYP-MFGTR w/ (18) 1/4" x 3" SDS WOOD SCREWSAND (2) 1/2" x 5" TITEN HD ANCHOR BOLTSHETA16 w/ (9)10d x 1 1/2" OR HETA20 w/ (9)10d x 1 1/2"H2.5A w/ (10)8d NAILSMTS12 w/(14)10d x 1 1/2" (AT EXTERIORLOCATION INCLUDE (3) 12d TOENAILS)MGT w/(22)10d NAILS AND 5/8" A.T.R. w/ 12"EMBEDMENT w/ SIMPSON "SET" EPOXYHTS20 w/(24)10d x 1 1/2" (AT EXTERIORLOCATION INCLUDE (3)12d TOENAILS(2) LGT2 w/ (32) 16d SINKERS & (14)1/4" x 2 1/4" TITEN (2 PLY TRUSS)OR (28) 16d SINKERS FOR FRAME (EA)HU410 OPT HUC410 w/ (18) 16d & (10) 10dNAILSHU410 OPT HUC410 w/ (18) TITEN1/4" x2 3/4" & (10) 10d NAILS(2) HETA16 OPT (2) HETA201-PLY w/ (10) 10d x 1 1/2" OR2-PLY w/ (12) 16dHTSM16 w/ (8)10d NAILS AND (4) 1/4"x2 1/4"TAPCONSORHTSM20 w/ (10)10d NAILS AND (4) 1/4"x2 1/4"TAPCONSH10S w/ (8) 8d x1 1/2" NAILS AND (2) 3/8"x4"TITEN HDFRAME TOFRAMEFRAME TOMASONRYCONNECTOR & FASTENERSMARKTYPESPFSYP17751810H10A w/(18)10d x 1 1/2"H10A-2 w/(18)10d x 1 1/2" AT 2 PLY TRUSSES535565101593010401080850990ABFRAME TOFRAMECFRAME TOFRAMEDFRAME TOMASONRY33303965E11251310FRAME TOFRAMEF(2) HTS20 w/(48)10d x 1 1/2" (AT EXTERIORLOCATION INCLUDE (6)12d TOENAILS22502620FRAME TOFRAMEF.1HGT-2 w/ (16)10d NAILS AND (2) 5/8" A.T.R.w/ 12" EMBEDMENT w/ SIMPSON "SET"EPOXY (HGT-3 FOR 3-PLY)FRAME TOMASONRY648510345GFRAME TOMASONRY34004725HFRAME TOMASONRY /FRAME3500-M3240-F4060-M3770-FJ2(2) LGT3 w/ (24) 1/4" x 3" SDS SCREWS& (8) 3/8" x 5" TITEN (2 PLY TRUSS)OR (52) 16d SINKERS FOR FRAME (EA)FRAME TOMASONRY /FRAME4730-M5010-F6570-M6960-FJ3G#2680U#1895BEAM TOBEAMKG#4500U#1800BEAM TOMASONRYLFRAME TOMASONRY2035250019202365M11101110NFRAME TOMASONRY955955FRAME TOMASONRY780910P770910TFRAME TOFRAMEH10S w/ (24) 10d x1 1/2" NAILS760760UHM9KT w/ (4) 1/4"x1 1/2" SDS WOODSCREWS & (5) 1/4"x2 1/4" TAPCONSFRAME TOMASONRY35554940VVGT w/ (16) 1/4"x3" SDS WOOD SCREWS &(1) 5/8"∅ A.T.R. EPOXIED w/ SIMPSON "SET"w/ 12" MIN. EMBEDMENTFRAME TOMASONRY51707185W(2) VGT w/ (32) 1/4"x3" SDS WOOD SCREWS& (2) 5/8"∅ A.T.R. EPOXIED w/ SIMPSON"SET" w/ 12" MIN. EMBEDMENTFRAME TOMASONRYVGT w/ (16) 1/4"x3" SDS WOOD SCREWS &HDU4-SDS2.5 w/ (10) 1/4"x2 1/2" SDS WOODSCREWS & (1) 5/8"∅ A.T.R.32854565XFRAME TOFRAMEDTT2Z w/ (8) 1/4" x1 1/2" SDS WOODSCREWS AND (1) 1/2"∅ A.T.R. EPOXIED w/SIMPSON "SET" (SEE NOTE #4)FRAME TOMASONRY18352145QHTT5 w/ (26) 10d x 1 1/2" NAILS AND (1) 5/8"∅A.T.R. EPOXIED w/ SIMPSON "SET"(SEE NOTE #4 BELOW)FRAME TOMASONRY37404350RHTT4 w/ (18) 16d x2 1/2" NAILS AND (1) 5/8"∅A.T.R. EPOXIED w/ SIMPSON "SET"(SEE NOTE #4 BELOW)FRAME TOMASONRY31053610S(2) HTT5 w/ (52) 16d"x2 1/2" NAILS &(2) 5/8"∅ A.T.R. (SEE NOTE #4)875010180YFRAME TOFRAMEHU46 OPT HUC46 w/ (6) 10d NAILS &(12) 1/4" x 2 3/4" TITEN (TO MAS.)OR (12) 16d & (6) 10d (FOR FRAME)BEAM TOMASONRY /FRAMEL2G#1785U#1135SYP-FG#3000U#1135SYP-MG#3080U#1950(2) 2x8 SYP #2 w/7/16" OSB FLITCHPLATEMARKBEAM SIZE(2) 2x10 SYP #2 w/7/16" OSB FLITCHPLATE.(2) 2x12 SYP #2 w/7/16" OSB FLITCHPLATE.(2) 1 3/4"x11 1/4"LVL 2.0E Fb=2600(2) 1 3/4"x11 7/8"LVL 2.0E Fb=2600(3) 1 3/4"x24" LVL2.0E Fb=2600BEAM SCHEDULEGENERAL BEAM NOTES:1.VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN 4" BEARING EACHEND)2.SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS3.BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTENAPPROVAL FROM THE E.O.R.(2) ROWS OF 12d @ 12" O.C. TYP.EACH SIDE(2) ROWS 1/4" x 3 1/2" SDS WOODSCREWS @ 16" O.C TYP. EACH SIDEOR (2) ROWS OF 12d NAILS @ 12"O.C. TYP. EACH SIDEUSP CONNECTOR
WOOD POST: (2) LSTA18 OR (2) HTW20
CMU COLUMN: (2) HTA16(3) 2x10 SYP #2 w/(2) 7/16" OSBFLITCH PLATES(3) 1 3/4"x9 1/4"LVL 2.0E Fb=2600SIMPSON CONNECTOR
WOOD POST: (2) LSTA18 OR (2) HTS20
CMU COLUMN: (2) HETA16 FASTENING SCHEDULEBM1U.N.O. ON
FRAMING PLAN
U.N.O. ON
FRAMING PLANBM2BM3BM4BM5BM6BM7BM8BM10 BW1BW2BW3BW4BW5BW6BW7BW8BW9BW10BW11BW12NOUPLIFTWOOD BEARING WALL SCHEDULE16"(2)16dTOENAILS#2 SPFLUMBERSPECIESUPLIFTCAP. [plf]CONNECTION & FASTENERSTOPBOTTOMSTUDSPACINGMARKSP2 w/(6)10d NAILS402804#2 SYP(3) 12d TOENAILS OR (2)12d END OR BOX NAILSSP1 w/ (6) 10d NAILS &ANCHOR BOLTS(2) SP1 w/ (6) 10d NAILS &ANCHOR BOLTS16"16"(2) SP2 w/(6)10d NAILS#2 SPF#2 SPF16"(2)16dTOENAILS(3) 12d TOENAILS OR (2)12d END OR BOX NAILSNOUPLIFTSP2 w/(6)10d NAILS439SP1 w/ (6) 10d NAILS &ANCHOR BOLTS16"878(2) SP1 w/ (6) 10d NAILS &ANCHOR BOLTS16"(2) SP2 w/(6)10d NAILS12"(2)16dTOENAILS(3) 12d TOENAILS OR (2)12d END OR BOX NAILSNOUPLIFT#2 SPF12"SP2 w/(6)10d NAILS535SP1 w/ (6) 10d NAILS &ANCHOR BOLTS#2 SPF12"1070#2 SPF(2) SP1 w/ (6) 10d NAILS &ANCHOR BOLTS(2) SP2 w/(6)10d NAILS12"(2)16dTOENAILS(3) 12d TOENAILS OR (2)12d END OR BOX NAILSNOUPLIFT12"SP2 w/(6)10d NAILS585SP1 w/ (6) 10d NAILS &ANCHOR BOLTS12"1170(2) SP1 w/ (6) 10d NAILS &ANCHOR BOLTS(2) SP2 w/(6)10d NAILSCROSS REFERENCE CHARTSIMPSON SP1 / USP SPT22 SIMPSON SP2 / USP SPT24#2 SYP#2 SYP#2 SYP#2 SYP#2 SYPF.F.*
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*GENERAL BEARING WALL NOTES:1.ALL STRUCTURAL LUMBER DESIGNATED AS SYP SHALL BE SYP #2 AND ALLSTRUCTURAL LUMBER DESIGNATED AS SPF SHALL BE SPF #2 U.N.O.2.SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO.3.CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED4.CONTACT E.O.R. IF SP4's, SP6's OR SP8's CONNECTORS ARE SUBSTITUTED, TOVERIFY THEY MEET THE STRUCTURAL REQUIREMENTS.5.IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO BE IGNORED.SEE WF06 AND FB06 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR2ND FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORYPROJECTS ONLY)6.IF "SW" IS INDICATED ON PLAN THE WALL IS CONSIDERED A SHEAR WALL ANDREQUIRES MIN. 7/16" OSB / PLYWOOD w/8d NAILS @ 4" O.C. IN FIELD AND EDGETO ONE SIDE OF WALL. U.N.O. ON PLANS.7.ALL 2x EXTERIOR WALLS w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w/ SIMPSON SET@ 32" O.C. w/ EMBEDMENTOF 7" MIN. OR 1/2" TITEN HDw/ 4 1/2" MIN. EMBEDMENT (IF AT STEP,7" MIN PAST LOWER SLAB.) ONLY IFINDICATED WOOD BEARINGWALL OR SHEAR WALL, SEEPLAN FOR BEARING WALL /SHEAR WALL LOCATIONSEE FOUNDATIONFOR FOOTINGTYPE & SIZECONNECTOR TOP ANDBOTTOM PER WOODBEARING WALL SCHEDULEMASONRY WALL(SEE PLAN)2x MID-SPAN BLOCKING w/(2) 12d TOENAIL @ EA. ENDONLY FOR WALLS TALLERTHAN 8'-0"INT. BEARING WALLATTACHED TO EXT.BEARING WALL,SEE MS03/L2 FORCONNECTION INFO.2x STUDS w/ NOUPLIFT, SEE CHARTABOVE FOR O.C.SPACING AND PLANFOR LOCATION ANDWALL SIZE. ATTACHSTUDS T&B w/ 2-GUNNAILS(2) 2x HEADER (U.N.O.) SEE FLOOR PLAN FOR MIN. SIZE. SEE HD/SN FORCONNECTION INFO. IF HEADER IS WITHIN A WALL w/ NO UPLIFT AS INDICATEDIN THE WOOD BEARING WALL SCHEDULE, THE CONNECTORS INDICATED INWF09 & HD CAN BE IGNORED.T/ WALLSEE PLAN2x TOP PLATE SEE,WF17/SN FORADDITIONAL INFOBWDBEARINGWALLDETAILSCALE: NONEFOUNDATION DEPTH NOTE:·INTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE THE TOTAL DEPTH AND MEASUREDFROM THE TOP OF THE SLAB.·EXTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE TOTAL DEPTH WITH THE BOTTOMOF THE FOOTING TO MATCH THE BOTTOM OF THE CONTINUOUS MONOLITHIC POUR WHICHRUNS THROUGH IT.MARKF2.0F2.5F3.0F3.5F4.0F4.5F5.0SIZEDEPTHREINFORCINGFOUNDATION SCHEDULEF1.51'-6" x 1'-6"1'-0"(2) #5 E.W. BOT.GENERAL FOUNDATION NOTES:1.PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" ANDSEALED.2.4" 2500 PSI CONC. SLAB WITH 6x6 W1.4xW1.4 (6x6 10/10 W.W.F.) OR FIBER MESH / FIBERMIXADDED TO THE CONCRETE, IN ACCORDANCE w/ MANUF's SLAB/FOUNDATION INSTRUCTIONSAND NER-284 FOR FIBER MESH OR NER-414 FOR FIBERMIX , OVER 6 MIL. VISQUEEN VAPORBARRIER & TREATED FOR TERMITES.3.GC/ BUILDER, SEE ARCH PLANS FOR ROUGH OPENING LOCATIONS AND ADDITIONALINFORMATION REQ'D FOR DOOR/WINDOW INSTALLATION ALONG w/ DIMENSIONS NOT SHOWNON FOUNDATION4.CONSULT w/ MANUFACTURER SPECIFICATIONS PRIOR TO POURING OR RECESSING DOORSILLS OR SLIDING GLASS DOOR SILLS.5.NO WOOD STAKES PERMITTED IN FOUNDATION.6.PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE FM18/D1FOR ADDITIONAL INFORMATION. G.C. TO DETERMINE STEP LOCATIONS, IF REQUIRED.7.STEEL BENDS AND LAP SPLICE, SEE MS05/L1 & FM19/D1.8.ALL EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED AMIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOODCONSTRUCTION9.ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILSREPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS ONTHE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALLCONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATIONDESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12"LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIEDPROCTOR ).10.R.403.1.4 MINIMUM DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST12" BELOW THE UNDISTURBED GROUND SURFACE.11.EXTERIOR SLABS SHALL SLOPE MIN. 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN.12.CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED(ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS).CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILLCUT w/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD.13. INDICATES FILLED CELL w/ 3000 P.S.I. CONC. FROM FOUNDATION TO BEAM w/ (1) #5 REBARGRADE 40 U.N.O. TYPICAL ABOVE SLAB. HOOKED FOOTING DOWELS 5" EMBEDMENT w/ 25"EXTENSION ABOVE SLAB. FILLED CELLS TO BE PLACE AT EACH CORNER, END OF INDICATEDBEARING WALLS, EACH SIDE OF ALL OPENINGS, UNDER GIRDER TRUSSES (FLOOR AND ROOF)AND 6'-8" O.C. MAX. 7'-0" FROM CORNER U.N.O. ON FOUNDATION PLAN.F6.02'-0" x 2'-0"1'-0"(3) #5 E.W. BOT.2'-6" x 2'-6"1'-0"(3) #5 E.W. BOT.3'-0" x 3'-0"1'-0"(4) #5 E.W. BOT.3'-6" x 3'-6"1'-0"(4) #5 E.W. BOT.4'-0" x 4'-0"1'-0"(5) #5 E.W. BOT.4'-6" x 4'-6"1'-4"(5) #5 E.W. BOT.5'-0" x 5'-0"1'-4"(6) #5 E.W. BOT.6'-0" x 6'-0"1'-6"(8) #5 E.W. BOT.TOP PLATE TRANSITION48" MIN.48" MIN.AT ALL EXTERIOR CONDITIONSATTACH 2X STUDS TO TOP PLATE W/ (4)16d NAILS (2 ON EA. SIDE) TYPNOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICALWF17TOP PLATE SPLICESCALE: 3/4" = 1'-0"2x4 STUDS,PER PLAN2x TOP PLATE WITH 2-ROWSOF 12d @ 3" O.C., TYPICAL2x8 STUDS, PER PLAN (SIM w/2x6 STUDS)AT ALL EXTERIOR CONDITIONSATTACH 2x STUDS TO TOP PLATEw/ 4-16d NAILS (2 ON EA SIDE)PIPE OR DUCT w/ PENETRATIONTHRU TOP PLATE w/ MORE THAN50% OF TOP PLATE WIDTH INSTALLSIMPSON PSPN516Z w/12-16d NAILSTOP AND BOTTOMPROVIDE 2x4 ON TOP OF 2x8 TO BLOCKOUT TOP PLATE ATTACH w/ 2-ROWS OF 12d@ 3" O.C. (SOLID BLOCK w/ 2x6)2x4 BEYOND AGAINST 2x8 STUD2x TOP PLATE WITH 2-ROWSOF 12d @ 3" O.C., TYPICALTOP SPLICEDOUBLE 2x8TOP PLATETOP PLATE SPLICEBOTTOM SPLICE OVER STUD2 12"6"6"1"1"3 1
2"8"8"112"112"2-2x4 LAMINATIONS w/1-ROW OF STAGGERED 10dCOMMON WIRE NAILS(D = 0.148", L= 3") OR EQUALNOTES:1.ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THECOLUMN.2.ALL NAILS PENETRATE AT LEAST 34" OF THE THICKNESS OFTHE LAST LAMINATION3.REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFO.3-2x_ LAMINATIONS w/ 2-ROWS OFSTAGGERED 16d COMMON WIRE NAILS(ONE INTO EACH OUTSIDE FACE)(D = 0.162", L= 3-1/2") OR EQUAL4-2x_ LAMINATION PROVIDE 14"∅x512"LAG SCREWS AT SAME SPACING ASABOVEWF37MULI-PLY FASTENINGSCALE: 3/4" = 1'-0"EDGE VIEWWF02WOOD FRAMED ARCHSCALE: 3/4" = 1'-0"3-16d COMMONNAILS, TYP2x4 SPF CONT. BLOCKING ATTACHED TO716" OSB w/ 2-8d NAIL7'-0" MAX OPENINGSEE HD/SN FOR ADDITIONAL HEADERINFORMATIONHEADER, SEE PLAN FOR LOCATION AND SIZE2x8 w/ 2-16d TOENAILS EA. END2x w/ 2-16d TOE NAILS EA. END716" OSB w/6d NAILS @ 16" O.C.TO SIDE AND TOP NAILEROPENINGFRAMING, SEEHD/SN FORADDITIONALINFORMATIONHEADER, SEE PLAN FORLOCATION AND SIZE716"O.S.B.EACHSIDE2x BLOCKINGTO O.S.B. w/2-8d EA. ENDINDICATESFILLED CELLFROM FTG. TOBEAM w/ (1) #5BARTYP. BOND BEAM8" x 8" x 16" K.O.LINTEL BLOCKFILL w/ 3000 psiCONC. w/ (1) #5DIA. REBARMIN. 25"
LAP (TYP.)
SEE PLAN
FOR STEP
TYP. DOWEL25" MIN LAP(ACI530)SEE FOUNDATION PLAN FORFOOTING REQUIREMENTS8" x 8" x 16"CMU U.N.O.STD. 90 DEGREECORNER FILLEDw/ 3000 psiGROUT w/ (1) #5DIA. REBARSTANDARD 90DEGREE HOOK (TYP.)PRECAST "U" LINTEL(S) FILLEDSOLID W/ 3000 PSI GROUT (SEELINTEL PLAN FOR MINIMUMSIZE & REINFORCEMENT)PROVIDE SCREEN WHENBLOCK BELOW IS NOTREQUIRED TO BE FILLED.GROUT TO BEFLUSH WITHTOP OF WALLREBAR BOTH SIDESOF OPENING U.N.O.REVISION 10-19-16SCALE: 1/2" = 1'-0" BLOCK WALL REINFORCEMENTMS01UPLIFT CONNECTORTYPICAL SEE PLANPROVIDE KNOCK-OUTBLOCK FOR FIRSTCOMPLETE CMU COURSEBELOW SILL & FILL SOLIDW/ (1) #5 BAR FOR ALLWINDOW OPENINGS 7'-8"AND LARGER10"HOOKTYP.SEE FOUNDATION PLANFOR LOCATIONINDICATESFILLED CELLFROM FTG. TOBEAM w/ (1) #5BARTYP. CONT. BOND BEAM8" x 8" x 16" K.O. LINTELBLOCK FILL w/ 3000 PSIGROUT w/ (1) #5 DIA. REBARMIN. 25"
LAP (TYP.)UPLIFTCONNECTORTYPICAL(SEE PLAN)TYP. DOWEL25" MIN LAP(ACI530)SEE FOUNDATION PLAN FORFOOTING REQUIREMENTSSEE FOUNDATION PLANFOR LOCATION8" x 8" x 16"CMU U.N.O.STANDARD 90DEGREE HOOKHOOK LINTELREINFORCINGINTO SIDEVERTICALSGROUT TO BEFLUSH WITHTOP OF WALLPROVIDEKNOCK-OUTBLOCK FOR FIRSTCOMPLETE CMUCOURSE BELOWSILL & FILL SOLIDW/ (1) #5 BARREBAR BOTH SIDESOF OPENING U.N.O.12" OR LESSPROVIDE 3"x3" HOLEIN BOTTOM OFPRECAST LINTEL TOEXTEND WALL REINF.THROUGH AS REQ'D.(DO NOT CUT STEEL)INSTALL MIN. 25" LAPSPLICE BETWEEN WALLREINF. & LINTEL TOP STEELAT EACH SIDE OF OPENINGPROVIDE STD.90° HOOK W/ MIN.25" LAP SPLICEON EA. ENDREBAR BOTH SIDESOF OPENING U.N.O.REVISION 10-19-16SCALE: 1/2" = 1'-0"SHEAR FRAME @ SINGLE OR MULTIPLE WINDOWSMS24CONT. PRECAST "U" LINTELFILLED SOLID W/ 3000 PSI GROUT(SEE LINTEL PLAN FOR MINIMUMSIZE & REINFORCEMENT)WF18NON-BRG INTERIOR WALLSCALE: 3/4" = 1'-0"2x4 SPF#2 w/ 2-12d NAILS @ 24" O.C. @PARALLEL TRUSS CONDITIONROOF TRUSSSIMPSON DTC w/4-8d NAILS TOTOP PLATE AND 2-8d NAILS @SLOT @ 4'-0" O.C. MAX2x PT BOTTOM PLATE2x STUDS @ 24" O.C. MAX14" MIN. SPACE5.25" x 7" P.L. 1.8EFb=2400 PSI(WOLMANIZED IF EXT.)HDU8-SDS2.5 w/ 78" ATR AND(20) 14"x2 12" SDS WOOD SCREWSC13C12(3) 2x #2 SPF(4)12d TOENAILSNOUPLIFT(3) 2x #2 SPF4x4 P.T.#2 SYP POST6x6 P.T. #2 SYP POSTABU66 w/ 58" ATR & (12)16d NAILSFIRST/SECOND FLOOR CONN.ABU44 w/ 58" ATR & (12)16d NAILSFIRST/SECOND FLOOR CONN.(4)12d TOENAILSDTT2Z W/ 12" ATR & (8) 14" X 1 12"SDS SCREWS3.5" x 3.5" P.L. 1.8EFb=2400 PSI(WOLMANIZED IF EXT.)3.5" x 5.25" P.L. 1.8EFb=2400 PSI(WOLMANIZED IF EXT.)HDU5-SDS2.5 w/ 58" ATR AND(14) 14"x212" SDS WOOD SCREWS3.5" x 7" P.L. 1.8EFb=2400 PSI(WOLMANIZED IF EXT.)5.25" x 5.25" P.L. 1.8EFb=2400 PSI(WOLMANIZED IF EXT.)HDU8-SDS2.5 w/ 78" ATR AND(20) 14"x212" SDS WOOD SCREWS8x8 P.T. #2 SYP POSTABU88 w/(2)58" ATR & (18)16dFIRST/SECOND FLOOR CONN.MARKCOLUMN SIZEFIRST FLOOR BASECONNECTIONS, SEE PLAN FORSECOND FLOOR CONNECTIONSUPLIFT(lb)HDU5-SDS2.5 w/ 58" ATR AND(14) 14"x2 12" SDS WOOD SCREWSHDU8-SDS2.5 w/ 78" ATR AND(20) 14"x2 12" SDS WOOD SCREWSDTT2Z w/ 12" ATR & (8) 14" x 112"SDS SCREWSC1C2C3C4C5C6C7C8C9C10C11COLUMN SCHEDULENOUPLIFT(3) 2x #1 SYP(3) 2x #1 SYP7" x 7" P.L. 1.8EFb=2400 PSI(WOLMANIZED IF EXT.)HDU8-SDS2.5 w/ 78" ATR AND(20) 14"x2 12" SDS WOOD SCREWSG = 7570U = 19005645787056457870G = 18205U = 2475G = 23140U = 25701800182578707870GENERAL COLUMN NOTES:1.ALL STRUCTURAL LUMBER TO BE SYP#2 OR SPF#2 UNO ON PLAN.2.MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR. 6"EMBEDMENT FOR 5/8" ATR. 8" EMBEDMENT FOR 7/8" ATR.3.P.L. COL. TO BRG DIRECTLY ON FOUNDATION. CUT BASE PLATE ASREQ'D. G.C. TO PROVIDE MOISTURE BARRIER4.IF COL. IS CALLED OUT ON 2ND FLOOR, THE BASE CONNECTION IS NOTREQ'D. SEE PLANS FOR BASE CONNECTION5.VALUES HAVE BEEN REDUCED FOR NARROW FACE APPLICATION.CONNECTIONS SHALL BE INSTALLED ON NARROW OR WIDE FACE PERSIMPSON TC-SCLCLMNOTES & SCHEDULES2017-11-08SHEET 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 20
PARCEL ID
CARL A. BROWN, PE - FL # 56126 WWW.FDSENG.COMLUIS PABLO TORRES, PE - FL #87864
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
Certificate Of Authorization No. 9161
SCOTT A LEWKOWSKI, PE - FL #78750SN
SLAB REINF, SEE PLAN8"12"MIN16"20"F.F.E.FM01SINGLE STORY FTGSCALE: 3/4" = 1'-0"(2)#5 REBARGRADE,SEE PLANSLAB REINF, SEE PLANF.F.E.FM03THICKENED EDGESCALE: 3/4" = 1'-0"8"8"(1) #5 REBARF.F.E.SLAB REINF, SEE PLAN20"8"
12"
MIN.
20"FM082-STORY FOOTINGSCALE: 3/4" = 1'-0"(3)#5 REBARSLAB REINF, SEE PLANFM09SECTION @ GARAGE DOORSCALE: 3/4" = 1'-0"(2)#5 REBARFRONT WALL OF GARAGEPROVIDE 13" WIDE RECESS@ GARAGE DOOR. EXTEND6" BEYOND F.O.M. EACH END,TYP.ALIGN DRIVE w/ BOT.OF RECESS ANDPITCH OF DRIVEWAY4" CONC. DRIVEWAY w/ 12"EXP. JOINTS 10" O.C., TYP.2 STORY: 20" x 20"w/ (3) #5 CONT.1'-4"1'-8"F.F.E.SLAB REINF, SEE PLAN4"16"4"12"FM10INTERIOR BEARING WALLSCALE: 3/4" = 1'-0"2 STORY: 20" x 20"w/ (3) #5 CONT.(2)#5 REBAR2x BRG. WALL SEE PLANFOR MORE INFORMATIONF.F.E.SLAB REINF, SEE PLAN4"16"4"12"2 STORY: 20" x 20"w/ (3) #5 CONT.(2)#5 REBAR2x BRG. WALL SEE PLANFOR MORE INFORMATIONSTEP DOWN, SEE PLANFM11STEP DOWN BEARINGSCALE: 3/4" = 1'-0"F.F.E.SLAB REINF, SEE PLAN8"4"SEE PLANFM12
STEP DOWN NON-BEARINGSCALE: 3/4" = 1'-0"F.F.E.SLAB REINF, SEE PLANSEE FM01 @ 1 STORYOR FM08 @ 2 STORYFM15EXTERIOR BEARING @ RECESSSCALE: 3/4" = 1'-0"PROVIDE RECESS SLABFOR DOOR AS REQ'D.VERIFY RECESS DEPTH &WIDTH w/ MANUF. SPEC'SSTEP
SEE PLAN
3 4"
(VERIFY)PAVERSSLAB REINF, SEE PLANSEEPLANFM20CONTROL JOINTSCALE: N.T.S.18" SAWCUT x 14 SLABTHICKNESS WHERESHOWN ONFOUNDATION PLANALTERNATE: THE REINF. BARS SHALL BECONTINUOUS AROUND CORNER BY COLDBENDING THE BAR WITH MIN. BAR LAP OF 25"#5x25"x25" CORNERBAR ONE EACHHORIZ. REBAR, TYP.U.N.O.#5 CONT. REINF. SEEFOUNDATION PLANFOR QUANTITYFM19TYP. CORNER BAR DETAILSCALE: N.T.S.16"MIN.MIN. 8" OR
16" MAX STEP
SEE TYP.
SEC.
SEE TYP.
SEC.FM18TYP. STEP FOOTING DETAILSCALE: N.T.S.(2)#5 REBAR(2)#5 BENT BARS w/ MIN.25" LAP SPLICE(2)#5 REBARCONTINUOUSFM22PORCH STEPSCALE: 3/4" = 1'-0"GRADESLAB @ PORCHSEE PLANSLOPE16"2'-0"STEPS WILL VARY DUETO SITE CONDITIONS,BUT MUST BE BUILT ASPER FBCR R311.511"7"12"
MIN 11"7"7"2-#5 CONT. TOP & BOTT. WHENDEPTH OF STEP EXCEEDS 30"USE #3 STIRRUPS @ 48"PAVERS TYP.SLOPE8"MIN.8"
MIN.(1) #4 BAR CONT. CENTEREDIN FTG. FOR 8" DEEP GRADEBM. OR #4 @ 10" O.C. FORDEEPER GRADE BM.FM32GRADE BEAM @ PAVER THRESHOLDSCALE: 3/4" = 1'-0"MIN. DEPTH OF GRADE BM.SHALL BE 8". EXTEND GRADE BM.DEEPER AS REQ'D FOR LARGERGRADE CHANGE AND/OR STEPS.12"
MIN.GRADEFILLED CELL EA.SIDE OF JOINTPRE-FORMED PVC CONTROLJOINT BY DUR-O-WAL DA2004 OROTHER APPROVED MATERIALBACKER RODAND CAULKINGSASH BLOCKF.F.E.16"20"8"STEP DOWN, SEE PLANSLOPPED GROUT TO DRAIN,SEE ARCH PLANS2 STORY: 20" x 20"w/ (3) #5 CONT.(2)#5 REBAR (CONT.)FIBER MESH,SEE S0FM14SECTION @ SHOWERSCALE: 3/4" = 1'-0"(1)#5 REBAR (CONT.)F.F.E.16"20"
VARIES8"2 STORY: 20" x 20"w/ (3) #5 CONT.FM02SECTION @ GARAGESCALE: 3/4" = 1'-0"(2)#5 REBARFIBER MESH, SEE S0CURB FOR MAS. @ ELEV. 0'-0"w/(1)#5 REBAR CONT.SLAB REINF, SEE PLAN16"8"12" MIN.20"(2) #5 REBAR2 STORY 20" x 10"w/ (3) #5 CONT.SEE FND. PLN.FOR SIZE &REINF.6"MIN.SEE FND. PLN.FOR SIZE &REINF.PIPE PERPENDICULAR TO FND.FM23FOUNDATION PENETRATIONS, TYPICALSCALE: N.T.S.GRADEA/C CHASE 4" PVCSLEEVE THRU FOOTINGTOP 2-#5's x48"CENTERED @ PIPEPENETRATIONPVC OR SCH40 SLEEVEPLUMBING LINETOP 2-#5's x48"CENTERED @ PIPEPENETRATIONPVC OR SCH40 SLEEVEPLUMBING LINEMC1MASONRY CONTROL JOINTSCALE: N.T.S.5 3/16"2'-0"1'-0"(3) #5 REBARREINF. SEE PLANCMU BLOCK WALL.SEE FLOOR PLANFOR MORE INFO#5 DOWELFM10AINT. BRG WALL @ CMUSCALE: 3/4"=1'-0'5 3/16"FOUNDATION DETAILS (STEM)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 20
PARCEL ID
CARL A. BROWN, PE - FL # 56126 WWW.FDSENG.COMLUIS PABLO TORRES, PE - FL #87864
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
Certificate Of Authorization No. 9161
SCOTT A LEWKOWSKI, PE - FL #78750D1
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 20
PARCEL ID
CARL A. BROWN, PE - FL # 56126 WWW.FDSENG.COMLUIS PABLO TORRES, PE - FL #87864
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
Certificate Of Authorization No. 9161
SCOTT A LEWKOWSKI, PE - FL #78750D2
CONNECTOR NOTESSIMPSON MSTAM36 - FASTEN TO WOODWITH 7-10d NAILS1.@ LINTEL & FILLED CELLLOCATIONS FASTEN w/ (4) 14"x2 14"TITENS2.@ UNFILLED LOCATIONS FASTEN w/14"x134" TITENSONLY WHERE FLOOR TRUSSES ARE 20"TO 26" DEEP INSTALL SIMPSONMSTCM60 - FASTEN TO WOOD WITH(26) 16d SINKERS1.@ LINTEL & FILLED CELLLOCATIONS FASTEN w/(14) 14"x214"TAPCONS2.@ UNFILLED LOCATIONS FASTEN w/14"x134" TITENSSH01HEADER CONN. (SINGLE STRAP)SCALE: N.T.S.SIMPSON LSTA30 STRAP (MAX 10° ANGLE) w/22-10d NAILS STRAP TO BE BENT OVER TOPPLATE 3" MIN. THEN DOWN THE FACE OFTHE JAMB/STUD/HEADER INSTALLED ONEXTERIOR FACE2x CONT. RIBBON T&B2-2x HEADER, SEE PLAN FORSIZE AND LOCATION ANDDETAIL HD/SN, FOR FRAMINGINFORMATIONEXTERIOR WALL SHEATHING FROM TOP OFWALL TO BOTTOM OF RIBBON ATTACH PERTB13/SN @ EACH SIDE OF WINDOWLOCATIONSPLYWOOD FLOORINGATTACHED PER TB13/SNFLOOR TRUSSSEE WS06/D3 FOR MORE INFO.MASONRY WALL, SEE PLANFELT PAPER OR TRUSS PLATESOLID BLOCKING TO MATCHCOLUMN NOTED ABOVESILL ATTACHMENT SEE,DETAIL HD/SNFULL SHEATHINGPANELSIMPSON SP4 w/ 6-10dx112"NAILS @ 24" O.C.2-2x SPF TOP PLATE U.N.O. ON PLANSH02HEADER CONN. (DBL STRAP)SCALE: N.T.S.SIMPSON SP4 w/ 6-10dx112"NAILS @ 24" O.C.2x CONT. RIBBON T&BFLOOR TRUSSMASONRY WALL,SEE PLANFELT PAPER ORTRUSS PLATESOLID BLOCKING TO MATCHCOLUMN NOTED ABOVE2-2x SPF TOP PLATE U.N.O. ON PLANSIMPSON LSTA30 STRAP (MAX 10° ANGLE) w/22-10d NAILS STRAP TO BE BENT OVER TOPPLATE 3" MIN. THEN DOWN THE FACE OFTHE JAMB/STUD/HEADER INSTALLED ONEXTERIOR FACEEXTERIOR WALL SHEATHING FROM TOP OFWALL TO BOTTOM OF RIBBON ATTACH PERTB13/SN @ EACH SIDE OF WINDOWLOCATIONS2-2x HEADER, SEE PLAN FORSIZE AND LOCATION ANDDETAIL HD/SN, FOR FRAMINGINFORMATIONPLYWOOD FLOORINGATTACHED PER TB13/SNSEE WS06/D3 FOR MORE INFO.SILL ATTACHMENT SEE,DETAIL HD/SNCONNECTOR NOTES(2) SIMPSON MSTAM36 - FASTEN TOWOOD WITH 7-10d NAILS1.@ LINTEL & FILLED CELLLOCATIONS FASTEN w/ (4) 14"x2 14"TITENS2.@ UNFILLED LOCATIONS FASTEN w/14"x134" TITENSONLY WHERE FLOOR TRUSSES ARE 20"TO 26" DEEP INSTALL SIMPSONMSTCM60 - FASTEN TO WOOD WITH(26) 16d SINKERS1.@ LINTEL & FILLED CELLLOCATIONS FASTEN w/ (14) 14"x214"TAPCONS2.@ UNFILLED LOCATIONS FASTEN w/14"x134" TITENSFULL SHEATHINGPANELSH05HEADER CONN. @ BEAMSCALE: N.T.S.FLOOR TRUSSFLOOR GIRDER ORBEAM, SEE PLAN FORMORE INFORMATIONSIMPSON LSTA30FROM WALL TOBOTTOM OFBEAM/G.T. STRAP(MAX 10° ANGLE) w/22-10d NAILS STRAPTO BE BENT UNDERBEAM 3" MIN. THENUP THE FACE OF THEJAMB/STUD/HEADEREXTERIOR WALLSHEATHING FROMTOP OF WALL TOBOTTOM OF RIBBONATTACH PER TB13/SN@ EACH SIDE OFWINDOW LOCATIONSSEPARATE SHEATHINGUNDER WINDOW2-2x HEADER, SEE PLANFOR SIZE AND LOCATIONAND DETAIL HD/SN, FORFRAMING INFORMATIONPLYWOOD FLOORINGATTACHED PER TB13/SNSILL ATTACHMENT SEE,DETAIL HD/SNSIMPSON LSTA30STRAP (MAX 10°ANGLE) w/ 22-10d NAILSSTRAP TO BE BENTOVER TOP PLATE 3"MIN. THEN DOWN THEFACE OF THEJAMB/STUD/HEADERINSTALLED ONEXTERIOR FACEFULLSHEATHINGPANELSIMPSON SP4 w/ 6-10dx112"NAILS @ 24" O.C.2-2x SPF TOP PLATE U.N.O. ON PLANSEE PLAN FOR BUILT UPSTUD COLUMN , MIN OF3-2x SPF#2 STUDS UNDERGIRDER FASTENEDTOGETHER PER WF37/SNSG01COLUMN CONN. @ BEAMSCALE: 3/4" = 1'-0"2x BASE PLATE w/2-12d NAIL @ 12" O.C.SIMPSON (2) LSTA30 STRAP(MAX 10° ANGLE) w/ 22-10dNAILS STRAP TO BE BENTOVER BEAM 3" MIN. THEN UPTHE FACE OF THEBEAM/COLUMN CENTEREDGIRDER TRUSS, SEEPLAN FOR CONNECTIONTO BUILT UP COLUMN2-2x SPF TOP PLATEU.N.O. ON PLANFLOORING SHEATHING,SEE TB13/SNFLOOR TRUSSFLOOR GIRDER ORBEAM, SEE PLAN FORMORE INFORMATIONUPLIFT CAPACITY = 3280 lbs1.IF FLOOR TRUSSES ARE 20" TO 26" DEEP CONTRACTOR TO USE SIMPSONMSTCM60 STRAP w/ (20) 16d SINKERS & (14) 14" x 2 14" TAPCONS INSTEAD OFMSTCM40 STRAP.2. AT GARAGE AREA CONTRACTOR MAY USE SIMPSON HTT5 W/ (26) 10d NAILSAND 58" EPOXY ANCHOR W/ MIN 6" EMBEDMENTSG02COLUMN CONN. @ MASONRYSCALE: 3/4" = 1'-0"SEE PLAN FOR BUILT UPSTUD COLUMN , MIN OF 3-2xSPF#2 STUDS UNDERGIRDER FASTENEDTOGETHER PER WF37/SN2x BASE PLATE w/2-12d NAIL @ 12" O.C.GIRDER TRUSS, SEEPLAN FOR CONNECTIONTO BUILT UP COLUMN2-2x SPF TOP PLATEU.N.O. ON PLANFLOOR SHEATHING,SEE TB13/SNFLOOR TRUSSMASONRY WALL,SEE PLANFELT PAPER ORTRUSS PLATEUPLIFT CAPACITY = 1210 lbsSOLID BLOCKING TOMATCH COLUMNNOTED ABOVE2x CONT. RIBBON T&BMSTCM 40 w/14-16D SINKERS &(10) 14 x 2 14 TITENLD07SECTIONSCALEEXTERIOR/ROOFSHEATHING, SEE TB13/SNFOR ATTACHMENT2x4 BLOCKING BETWEENTRUSSES & STUDS w/2-12dTOENAILS EACH END.COMMON JACKTRUSS2x STUDS SEE HD/SN AND PLANFOR MORE INFORMATION w/SIMPSON SP1 AND SP2 TOP &BOTTOM2x CONTINUOUS BASE PLATEw/ MTS12 OR LSTA12 ORWTW12 @ 16" O.C. TO FLOORTRUSS OR RIBBONS BELOW,SEE WS06/D3 FOR ADDITIONALINFORMATIONMIN 2x6 SYP#2 CONT. LEDGERw/3-14"x4 12" SDS SCREWS @EACH VERTICAL OR AT EACHFLOOR TRUSS, MAX 24" O.C.SPACING (IF DOUBLE 2x6LEDGER IS REQUIRED, USE 14"x6" SDS WOOD SCREWS)COMMON JACK TRUSS w/SIMPSON HUS26 TO CONT.LEDGER BELOWMASONRY WALLUPLIFT CONNECTOR,SEE PLANWF062-STORY INT. BEAR & EXT. WALL w/UPLIFTSCALE: 3/4" = 1'-0"ALT. CANT. CONDITIONSIMPSON LSTA36 STRAPSATTACHED TO FLOORTRUSS/BLOCK/RIBBONS, ASREQ'D PER NOTES BELOW2x CONT. RIBBONS w 4-16dNAILS OR 2x4 CONT. BLOCKINGw 2-16d TOENAILS EA. SIDE EA.END TOP AND BOT. TYP.CANTILEVERED FLOORTRUSS 12" MAXCONNECTION FROM FLOORTRUSS TO 1ST FLOOR WALLBELOW PER PLANBPROVIDE EXTERIORSHEATHING ATTACHEDPER NAILING SCHEDULEFOR EXTERIOR 2 STORYWALLS, SHEATHINGSHOULD EXTEND TOFLOOR LEVELECCCATYP.BBCFGFDCCSIMPSON SP2 @ EA. STUD w/(6)- 10d TO STUD & TO TOPPLATE U.N.O. ON FLOORPLAN/BRG WALL SCHEDULESIMPSON LSTA30 w/ (22)- 10dNAILSSIMPSON CS18 w/ (22)- 10dNAILS EXTEND MIN. 12" UNTOSTUDS ABOVE & BELOWSIMPSON SP1 w/ (6)- 10d TOSTUD & (4)- 10d TO BASEPLATE U.N.O. ON FLOORPLAN/BRG WALL SCHEDULESEE BRG WALL SCHEDULEFOR A.B. REQUIREMENTSSIMPSON SP4 EACH STD @JAMB CONDITIONSIMPSON HTT5 w/ (26) 10dNAILS & (1) 58" ANCHOR BOLTw/ 8" EMBED (SEE WF09/D3FOR MORE INFO)SIMPSON SP4 w/ (6) 10x x 1 12"@ 24" O.C.ABCDEFG(2) - 2x HEADER SEE FLOOR PLANFOR MIN HEADER ANDADDITIONAL INFO SEE SH07/D4FOR ADDITIONAL FRAMING INFOAT WINDOW LOCATIONS FRAMEIN SILL FOLLOWING SH01/D4SEE PLAN FOR G.T. COLUMN ANDCONNECTION INFORMATION2x STUDS PER BRG WALLSCHEDULE. STUDS TO LINE UPTOP & BOTTOMPLYWOOD FLOORING SEE PLANFOR ATTACHMENT INFO2x BASE w/ (2) 12d NAILS @ 12"O.C.NO CONNECTION FOR STUDS w/in2nd FLOOR HEADERMATCH STUDS ABOVE UNDERHEADERSOLID BLOCKING / FLOOR TRUSSUNDER STUD PACKSEE HEADER SCHEDULE FOR MINSTUDS EACH SIDEGIRDER TRUSS SEE PLAN FORLOCATION AND ADDITIONALINFORMATION(2) 2x TOP PLATE SEE PLAN FORMORE INFORMATION2x P.T. BASE PLATE112233444556677889911010101111HH1212121313PRE-ENGINEERED FLOOR
SYSTEM, BEAM OR
KNEEWALL DASHED
1 5/8"PRE-ENG.FLOORSYSTEMWF31TYPICAL WALL SECTIONSCALE: 3/4" = 1'-0"2x w/ 12d @ 12" O.C.TO FLOOR BELOWFLOOR SHEATHINGFASTEN PER TB13/SN2x WALL STUDS PER STUD WALLCHART ON PLAN w/ STRUCTURALEXTERIOR SHEATHING FROM TOPOF WALL CONTINUOUS TO THEBOTTOM OF BEAM/GIRDERATTACH PER TB13/SN OR PROVIDESIMPSON SP1/SP2 CONNECTORSTOP & BOTTOMSEE LD02/D3 FORMORE INFOSEE TRUSS LAYOUTFOR TRUSS LOCATION& CONNECTION INFOWOOD BEAM OR G.T., SEEPLAN FOR MORE INFO.IF WALL SHEATHING IS NOTTO THE BOTTOM OF GIRDERINSTALL SIMPSON LSTA24STRAP FROM STUDS TOGIRDER BELOW @ 32" O.C.WS06TYPICAL FLOOR ATTACHMENTSCALE: 3/4" = 1'-0"SIMPSON HETA16 OR HETA20 @EA TRUSS, IF IS PARALLEL TOMASONRY WALL STRAPS REQ'D@ 24" O.C. OR 32" O.C. VERIFYWITH TRUSS SHOP DRAWINGSTO LINE UP WITH VERTICALSFLOOR SHEATHING ATTACHEDw/ 10d NAILS @ 6" O.C. @ EDGE(TYPICAL), SEE TB13/SN12d NAILS @ 6" O.C. TO CONT.RIBBON @ FLOOR LINESHEATHING ATTACHMENT,SEE TB13/SN2x4 CONT. RIBBON T&B w/4-16d NAILS TO EA. TRUSS(BOTTOM BRACE TO BE P.T.)MASONRY K.O. COURSEFELT PAPER OR TRUSS PLATE(1) #5 CONT. IN SILLGROUTED SOLID FORALL WINDOWS 7'-8"OR WIDERGRADEWS042-STORY WALL SECTIONSCALE: 3/4" = 1'-0"FIBERGLASS SHINGLESOR TILE ROOF, SEEARCHITECTURAL PLANSTRUSS ANCHOR, SEE PLANPRE ENG. ROOF TRUSS2x STUD ATTACHED TOTOP PLATE w/4-16d NAILS(2 ON EA. SIDE) TYP.2x HEADER, SEE PLANROOFING FELT OVER STRUCTURALSHEATHING, SEE TB13/SNSTRUCTURALSOFFIT, SEESF01/D2FILLED CELL - 1-#5 DIA. REBAR w/3000 PSI CONC., SEE PLAN &FILLED CELL SPACING CHARTFOR LOCATIONSMASONRY WALL w/ #5 DOWEL 7"INTO FOOTING EXTENDED 25"(ACI 530) ABOVE SLAB, SEE PLANFOR LOCATION AND ARCH FORFINISHES, TYP.PRE-ENG WOODFLOOR TRUSSFILLED CELL - 1-#5 DIA. REBARw/ 3000 PRECAST "U" LINTELw/1#5 CONT.2x STUDS SEE 2ND FLOOR FRAMINGPLAN FOR MORE INFORMATION ANDTB13/SN FOR SHEATHINGREQUIREMENTSK.O. LINTEL BLOCK w/1-#4 REBAR &3000 PSI CONCRETE2x BASE PLATE w/2-12dNAIL @ 12" O.C.FLOOR SHEATHING,SEE TB13/SNFLOORATTACHMENTSEE WS06/D3CONC SLAB, SEEFOUNDATION PLANSEE PLAN FORFOUNDATIONSG072-STORY COLUMN @ GIRDERSCALE: 3/4" = 1'-0"COLUMN SEE PLANSOLID BLOCKING OR FLOORGT / BEAM, SEE PLAN2-2x TOP PLATESIMPSON MST60 w/72-16d NAILSCENTERED ON FLOOR SYSTEMSTRUCTURAL SHEATHINGATTACHED PER TB13/SNCOLUMN SEE PLANNAILING AREA (TYP)NAILING AREA (TYP)BASE CONNECTOR ANDFOUNDATION, SEE PLANTRUSS CONNECTOR, SEE PLANFLOOR SYSTEM OR 2-STY FRAMINGIF TRUSS BAY WIDTH <16",INSTALL BLOCKING @1STTRUSS BAY & DIAGONALBRACE AT 2ND TRUSS BAYAS ILLUSTRATED BY DASHEDLINESFB12BLOCKING DETAILSCALE: 3/4" = 1'-0"VESECOND FLOOR BEARINGWALL, SEE PLAN FORMORE INFORMATIONSHEATHING, SEE TB13/SN2x4 SPF#2 BLOCKING @ 48"O.C. w/ 2-12d FACE NAILS EA.ENDCONT. BRG FLOOR TRUSSUPLIFT CONNECTION,PER PLANMASONRY WALL, SEE PLANFOR SPACING CHART16d
16d16d16d16dFC03CANTILEVER FLOORSCALE: 3/4" = 1'-0"CANT. FLOOR TRUSS w/SHEATHING, SEE TB13/SN2x BLOCKING FASTEN TOBEAM BELOW w/1-12d NAIL @6" O.C. MAXBEAM OR WALL, SEE PLAN2x BLOCKING w/2-12d NAILSEACH END TO TRUSS2x4 CONT. RIBBON w/4-16NAILS EA. TRUSS2x CONT. w/2-12dNAILS @ EA. TRUSSTRUSS TO BEAMCONNECTION, SEE PLANBLOCKING,SEE TB06/D2STANDARD CORNER A-ASEE PLANAAOPT 2760FB06TYP. CORNER FRAMINGSCALE: 3/4" = 1'-0"EXTERIOR SHEATHINGFINISH w/ TOP OF MASONRYATTACHED PER TB13/SNFELT PAPER , TRUSS PLATE, OR P.T. MATERIAL18" GAP MAX.FLOOR TRUSS, SEEFRAMING PLAN FORADDITIONAL INFOSEE PLANBLOCKING,SEE FB12/D3MASONRY WALL2x STUDS,SEE PLANOPTIONAL CORNER FRAMING3-2x STUDS COLUMNATTACHED PERWF37/SNATTACH 1-2x TOCOLUMN w/ 2-12dNAILS @ 16" O.C.CONNECTORNOTESCONNECTOR NOTESSIMPSON MSTCM40 - FASTEN TO WOODWITH (14) 10d NAILS1.@ LINTEL & FILLED CELLLOCATIONS FASTEN w/ (10) 14"x2 14"TITENS2.@ UNFILLED LOCATIONS FASTEN w/14"x134" TITENS3.USE MSTC28 W/ (36) 16D SINKERSWHERE CORNER FACES OVERWOOD BEAM OR TRUSSONLY WHERE FLOOR TRUSSES ARE 20"TO 26" DEEP INSTALL SIMPSONMSTCM60 - FASTEN TO WOOD WITH(26) 16d SINKERS1.@ LINTEL & FILLED CELLLOCATIONS FASTEN w/(14) 14"x214"TAPCONS2.@ UNFILLED LOCATIONS FASTEN w/14"x134" TITENSSH00HEADER CONN. (NO BASE STRAP)SCALE: N.T.S.SIMPSON LSTA30STRAP (MAX 10°ANGLE) w/ 22-10d NAILSSTRAP TO BE BENTOVER TOP PLATE 3"MIN. THEN DOWN THEFACE OF THEJAMB/STUD/HEADERINSTALLED ONEXTERIOR FACE2-2x TOP PLATE U.N.O. ON PLAN2x CONT.RIBBON T&B2-2x HEADER, SEE PLAN FORSIZE AND LOCATION ANDDETAIL HD/SN, FOR FRAMINGINFORMATIONEXTERIOR WALLSHEATHING FROMTOP OF WALL TOBOTTOM OF RIBBONATTACH PER TB13/SN@ EACH SIDE OFWINDOW LOCATIONSFLOOR SHEATHINGATTACHED PER TB13/SNFLOOR TRUSSSEE WS06/D3 FOR MORE INFO.MASONRY WALL, SEE PLANFELT PAPER OR TRUSS PLATESOLID BLOCKING TOMATCH COLUMNNOTED ABOVESILL ATTACHMENT SEE,DETAIL HD/SNSIMPSON SP4 w/ 6-10dx112"NAILS @ 24" O.C.FULL SHEATHINGPANELDOWN SET HEADER OPT.:2X CRIPPLES @ 16" O.C. IF UNDER G.T. (2) 2XCRIPPLE W/ LSTA30 STRAP TO CONNECT TYP.PLATE TO HDR. OTHERWISE CONNECT CRIPPLESW/ (2) 10d TOENAILS T&B PLYWOOD SHEATHINGREQUIRED FROM TOP AND BOTTOM FULL SHEET(2) 8d NAILS @ 3"O.C. TO JAMBSTUDS & FLOORTRUSSES BELOWIF HEADER IS UPSET AND WINDOWIS LOWER: (1) 2x SILL PLATE w/ (2)10d TOENAILS. EXTERIORHEADERS OPENINGS LESS THAN4FT (1) 2x SILL PLATE w/ (2) 10dTOENAILS. OPENING LARGER THAN4FT (2) 2x SILL PLATE w/ A35 CLIPSEACH SIDE w/ 2x CRIPPLES @ 16"O.C. w/ (2) 10d TOENAILS T&B(PLYWOOD SHEATHING REQ'D T&B)@EXT. WALLXXMC04TYP. 2 STORY WALL SECTIONSCALE: 3/4" = 1'-0"1'-0"1'-0"1' - 0"2'-0"3"3"2' - 0"TOP COURSE W/ 1 #5 CONT.SEE CONSTRUCTION SEQUENCE TOP OF FLOORSEE PLANTOP OF WINDOWSEE PLANTOP OF PLATETOP OF SLAB12SEEELEV.STRAP PER ENGINEERING5/8" DIA. HOOKED A.B.W/ 6" EMBED. W/ NUT &PLATE WASHER.LINTEL SEE PLANWINDOW PER PLAN8" C.M.U. WALL(3) KNOCK-OUT W/ (1) #5CONT. IN. EACH COURSEREINFORCING W/MATCHING #5 DOWELS INSOLID GROUTED CELL W/MIN. 25" LAP SPLICE MIN.8" C.M.U. WALL(2) - 2X12 SYP #2 LEDGERATTACHED TO MASONRYW/2 ROWS 5/8" J-BOLTS OR TITENHD @24" O.C.STAGGERING ROW 12" &(2) 6" FROM ENDS BOLTSTO HAVE 6" EMBEDMENT3/4" FLOOR SHEATHINGPROVIDE (2)-16dTOENAILSFROM TRUSS TOLEDGEREACH SIDEFIBERGLASS SHINGLESOR TILE ROOF - VERIFY W/ELEVATIONSAPA RATED STRUCTURALSHEATHING (SEE STRUCTURALNOTES FASTENED TO TRUSSESPER ROOF NAILING SCHEDULE)PRE ENGINEERED WOODTRUSSES @ 24" O.C.ROOFING FELTLD02SHEAR TRANSFERSCALE: 3/4" = 1'-0"NON-BRG. STUD WALLTRUSS OR ROOF SYSTEMPLYWOOD ROOFINGMIN. 2X4 #2 SPF P.T.CONT. W/ (2) 1/4 TITENS SCREWSAT 16" O.C.MASONRY WALL SEE FLOOR PLANFOR MORE INFOSTRUCTURALSHEATHINGATTACHED PERNAILING SCHEDULETB13/D-VARIES W/ROOF SLOPEGRADECONC SLAB, SEEFOUNDATION PLANSEE PLAN FORFOUNDATIONFLOOR 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 20
PARCEL ID
CARL A. BROWN, PE - FL # 56126 WWW.FDSENG.COMLUIS PABLO TORRES, PE - FL #87864
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
Certificate Of Authorization No. 9161
SCOTT A LEWKOWSKI, PE - FL #78750D3
STIRRUPS SEEBEAM SCHEDULEFORE MORE INFOCONSTRUCTION SEQUENCE NOTE1) 1ST FLOOR WALLS TO BE BUILT TO SEE CHART ABOVE .2) FIRST FLOOR CELLS & BOND BEAM POURED W/ DOWELSABOVE BOND BEAM FOR 2ND FLOOR REINF.3) 2ND FLOOR MASONRY INSTALLED.4) FINAL CELLS & TOP BOND BEAM POURED.NOTE: PROVIDE 30" LAP SPLICE ABOVE BOND BEAM FORSECOND FLOOR WALL REINFORCEMENT.1ST FLOOR CEILING HT. TOP OF BOND BEAM10'-0" 12'-0"1'-4" BOND BEAMW/ (2) #5 CONT.TOP OF BOND BEAMSEE PLANBOTTOM OF BOND BEAMSEE PLANMIN. 30"LAP SPLICETOP BARS IN LINTEL ARE NOTREQ'D ON 1st FLOOR LINTELSIF 2nd FLOOR MASONRY WALLIS ABOVE. OTHERWISE LINTELTO BE INSTALLED AS INDICATED*TURN HALF-BLOCK SIDE-WAYSAT ALTERNATING COURSES EA.SIDE OF COLUMN W/VOID TOBE FILLED WHEN COLUMN ISPOURED. TYP.CONC. COL. SEE PLANAND SCHED. FORREINF. AND SIZE9 GAGE CONT.DUR-O-WALL HORIZ.JOINT REINF. AT 16"o.c.VERT. EXTEND MIN. 6"INTO CONC. COL.VARIESWITH ROOF SLOPECONC. FOOTINGREINF. CONT. SEESCHEDULESEE PLANL OF COLUMNCRC07TYP. CONCRETE COLUMNSCALE: 3/4" = 1'-0"SEESCHEDULEPROVIDE LAP w/ inCOLUMN THEN HOOKINTO BEAM ABOVEBOTTOM STEELEXTENDED INTOCOLUMN 6"1 1/2" COVER TYP.CONCRETE COLUMNSEE PLAN FORSCHEDULE OF SIZESAND REINF.CONCRETE COLUMNSEE PLAN FORSCHEDULE OF SIZESAND REINF.BOTTOM STEEL ASINDICATED11
2" COVER
TYP.BOTTOM STEELEXTENDED THRUCOLUMN 2" TOEDGE OF BEAM w/STD HOOKINT. STEEL ASINDICATEDSTANDARD 90° HOOK w/STANDARD SPLICE. SEE MS05/L1FOR SPLICE INFOCONCRETE BEAM SEE PLAN FORSCHEDULE OF SIZES ANDREINFORCEMENTTOP STEEL AS INDICATED CONT.OVER COLUMN. LAP SPLICE INMIDDLE OF BEAM SPANINTERIOR COLUMN /CONT. BEAMEND COLUMN / CONT.BEAMEXTEND COLUMNSTEEL TO TOP OFBEAM w/ STD HOOK ORPROVIDE STD 90°HOOK w/ STD SPLICESTD 90° HOOK @ENDS OF TOP STEELMC12CONTRUCTION SEQUENCE DETAILSCALE: 3/4" = 1'-0"MC11STANDARD CONCRETE BEAM/COL.SCALE: 3/4" = 1'-0"CONCRETE COLUMN SEE PLAN FORSCHEDULE OF SIZES AND REINF.CONCRETE COLUMN SEE PLAN FORSCHEDULE OF SIZES AND REINF.CONCRETE COLUMN SEE PLAN FORSCHEDULE OF SIZES AND REINF.CONCRETE COLUMN SEE PLAN FORSCHEDULE OF SIZES AND REINF.1 12" COVER TYP.CONCRETE BEAM SEE PLAN FORSCHEDULE OF SIZES AND REINF.CONCRETE BEAM SEE PLANFOR SCHEDULE OF SIZES ANDREINF.#4 TIES@ 5" O.C.#4 TIES@ 5" O.C.#4 TIES@ 8" O.C.#4 TIES@ 8" O.C.EL + 22'-0"TOBSTANDARD 90° HOOK w/STANDARD SPLICE. SEEMS05/L1 FOR SPLICE INFOSTD 90° HOOK @ENDS OF TOP STEELBOTTOM STEEL EXTENDEDTHRU COLUMN 2" TO EDGEOF BEAM w/ STD HOOKCONCRETE COLUMN SEEPLAN FOR SCHEDULE OFSIZES AND REINF.EXTEND COLUMN STEEL TOTOP OF BEAM w/ STD HOOKOR PROVIDE STD 90° HOOK w/STD SPLICEPROVIDE LAP w/ in COLUMN THENHOOK INTO BEAM ABOVEBOTTOM STEEL EXTENDEDINTO COLUMN 6"1 12" COVER TYP.BOTTOM STEEL ASINDICATEDINT. STEEL ASINDICATED11
2" COVER
TYP.MC12CONCRETE FRAME ELEVATIONSCALE: 3/4" = 1'-0"EL + 10'-0"TOBAASECTION A-ASIMPSON HANGERREFER TO PLANLVL BEAMSEE PLAFLOOR 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 20
PARCEL ID
CARL A. BROWN, PE - FL # 56126 WWW.FDSENG.COMLUIS PABLO TORRES, PE - FL #87864
258 Southhall Lane, Suite 200
Maitland, FL 32751
O: 321-972-0491 F: 407-880-2304
Certificate Of Authorization No. 9161
SCOTT A LEWKOWSKI, PE - FL #78750D4