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- -_1 I IF, _[11 1 1 1' 1 Jill 11111 <br />REVISIONS <br />NO I DA i 1: I DI -SCRIPT I«N <br />1 Framing layout drawn by Daniel M. Ossman Drafting Service, Inc. is a schematic <br />representation only. It is the responsibility of the General Contractor to make a field <br />inspection to verify "ALL" existing field conditions including accuracy in dimensions with <br />proposed plans. General Contractor "MUST" certify in writing (the time and date) that <br />this field inspection was conducted on and submitted to truss manufacture. If this field <br />inspection was "NOT" done prior to giving said plans to the truss manufacture, then the <br />"GENERAL CONTRACTOR WILL BE HELD LIABLE FOR ALL COST OF ANY / ALL <br />MISTAKES" on pre-ergineered trusses that are constructed for said project. Daniel M. <br />Ossman Drafting Service, Inc. "WILL NOT BE HELD LIABLE" for errors made on any <br />framing (floor or roof) truss layouts. <br />2 Upon receiving said plans from the General Contractor... the truss manufacture <br />"MUST" make a their "OWN" field inspection to "DOUBLE CHECK" all existing field <br />conditions, roof slopes, overhangs, and dimensions prior to the manufacturing of any / all <br />trusses. Tess manufacture "MUST' certify (the time and date) that this field inspection <br />was conducted on by their company. This certification must be given to the General <br />Contractor in writing prior to the manufacturing of any / all trusses on said project. <br />3 All thickened slabs / footing on foundation plan are located according to the schematic <br />truss layout drawn by Daniel M. Ossman Drafting Service, Inc. Only truss manufacture <br />can change these locations due to truss bearing points and "MUST" notify General <br />Contractor of these changes as soon as possible. <br />4 All hurricane truss straps specified on said project are to be used unless otherwise <br />specified by truss manufacture. All hurricane straps specified are "Simpson Strong Tie" <br />( or equal ), unless noted otherwise. Only truss manufacture can change any / or all <br />truss straps that are specified on truss layout drawn by Daniel M. Ossman Drafting <br />Service, Inc. Truss manufacture must first notify General Contractor in writing of these <br />changes as soon as possible. <br />5 Truss design drawings shall be prepared in accordance to and conformance with section <br />R802.1.6.1. These documents shall be provided by the truss manufacture at time of truss <br />delivery and approved by the building official prior to the installation of the roof truss. <br />(See code section items 1-13). <br />40 l - 2't <br />oll <br />0 <br />_. <br />0 <br />S. <br />0 <br />0 <br />4-x4 PIF. woop <br />PO5T- SE.E NAIL <br />P6 IZ NO 2 E i a Fo <br />(Typ') <br />FOUNDATION PLAN <br />6 This plan as indicated is diagrammabcal in nature for permit and contract purposes only. <br />Any revisions as required by the truss company's engineer as indicated on truss company's <br />sealed drawings shall superseded this drawing. This also includes truss company's <br />specified hurricane and other anchors supersede one shown on this drawing. <br />7 If shingles are being used, shingles MUST comply with section 905.2.2, 905.2.4.1 and <br />table R - 905.2.6.1 for wind resistance, FBC residential code 5th edition (2014) residential. <br />8 CONTRACTOR, MUST COORDINATE WITH TRUSS MANUFACTURE FOR ALL VAULTED, TRAY, <br />FLAT AND OR OTHER CEILING TYPES. CONTRACTOR IS 100% RESPONSIBLE FOR THE <br />EXTERIOR WALL CONSTRUCTION METHOD WHERE A GABLE END IS CONSTRUCTED. <br />ALL EXTERIOR WALLS MUST COMPLY WiTH THE FBC RESIDENTIAL CODE 5TH EDITION <br />(2014) RESIDENTIAL, SECTION R - 609 FOR CONSTRUCTION METHOD. SEE ADDITIONAL <br />ATTACHED STRUCTURAL SHEETS FOR GABLE END BRACING DETAILS. DANIEL M. OSSMAN <br />DRAFTING SERVICE AND ARCHITECT WHO SIGNED / SEALED THE PLANS, ASSUMES NO <br />RESPONSIBILITY DUE TO NEGLIGENCE OF THE CONTRACTORS FAILURE TO FOLLOW <br />THE BUILDING CODE FOR GABLE END CONSTRUCTION. <br />For all conc. block stemwalis erected more than 18" <br />in height above grade, must have 1 - #5 vert. rebar in <br />a masonry cell, filled and temped solid with conc. Space <br />all vert rebar no more than 6' - 0" o.c. and at all corners <br />unless otherwise noted. Also include 1 - #5 cont. rebar <br />in the top U - block of the stemwall tamped and filled <br />solid with cone. For all conc. block stemwalls erected <br />less than 18" in height above grade, all conc. block <br />cells must be filled and tamped solid with conc. <br />8" x 16" conc. ftg. w/ <br />2 - #5 rebars cant. w/ a <br />8" x 8" x16" conc block <br />stemwall above <br />Indicates 1 - #5 vert rebar in a <br />conc. masonry block cell filled and <br />tamped solid with conc. <br />a ss <br />PAkr.J E � (TYP, <br />Connection Schedule <br />Manufacturer <br />Model No. <br />Uplift <br />FI Product Approval <br />Location / Use <br />Name <br />Number <br />Simpson <br />ABA44 <br />#566 <br />FI 10849.2 <br />4 x 4 bottom post base connection new concrete <br />S Tied <br />footing <br />Simpson <br />Strong Tie <br />AC4 <br />#980 <br />FI 10860.1 <br />4 x 4 top post connection to 2 - 2 x 8 wood beam. <br />Simpson <br />LUS26-2 <br />#1165 <br />FI 10655.31 <br />2 - 2 x 8 wood beam hanger connected to rim joist, <br />Strop Tie <br />ledger board and / or wood beam. <br />Simpson <br />LUS26 <br />#1165 <br />FI 10656.31 <br />2 x 8 floor joist hanger connected to rim joist, <br />StrongTie <br />ledger board and / or wood beam <br />Simpson <br />Stemwall connection to 2 x 8 rim joist every 32" <br />Strop Tie <br />HETA20 <br />#181A <br />FL 11473.3 <br />o.c. max. <br />Simpson <br />HETA40 <br />#1810 <br />FL 11473.3 <br />Concrete block pier connection to 3 - 2 x 8 wood <br />Strong Tre <br />beam / girder. <br />Simpson <br />Strong Tie <br />SP1 <br />#685 <br />FI 10456.41 <br />Bottom plate connection to exterior wood stud. <br />Simpson <br />Strong Tie <br />SP2 <br />#1065 <br />FI 10456.42 <br />Double top plate connection to exterior wood stud. <br />Simpson <br />MTS12 <br />#1000 <br />F110456.37 <br />Valley rafter tie - in connector to existing roof <br />Strop Tie <br />structure. <br />Simpson <br />Strong Tie <br />LTS12 <br />#775 <br />FI 10456.29 <br />Valley jack rafter tie - in connector to ridge beam. <br />Simpson <br />Pre-engineered roof truss connection to wood <br />Strop Tie <br />LTS12 <br />#775 <br />FI 10466.29 <br />beam. <br />Note: <br />1. Any products that are substituted, must "MIDST" or "EXCEED" products specified. Contractor "MUST" provide <br />data to building inspector at time of inspection. <br />2. it's the responsibility of the truss manufacture to coordinate all cathedral ceiling locations with General <br />Contractor before the manufacturing of any floor and / or roof trusses. All ceiling heights are to be a minimum <br />of 8'- 0" unless otherwise specified by General Contractor. <br />ROOF FRAMING LAYOUT <br />a t F1r �� <br />a� <br />lox <br />rC <br />4 C <br />00 u -0 c <br />cc frn <br />C "a <br />oc w 6 o <br />E <br />JE <br />L <br />O C O � <br />y <br />ea a •� <br />0 <br />aa) s T7 aci <br />Quo (AGO <br />0�MCN <br />�U) CL L <br />C V C) <br />C O <br />0 <br />0 U UNQCM <br />O (A O -0 <br />> :E .0 <br />cei -0 0 <br />0 <br />Co <br />a) � 6 a <br />s aa� E <br />Us ca <br />0 UQ 0c�o <br />0 3 > �- <br />L <br />C >, C r- <br />1 <br />6 E �� C) <br />'6 <br />L N O m �♦W 1 <br />O <br />*" U M M <br />o0 �00 <br />C a? <br />O C-E O H 0 <br />IL- <br />ovF-iNa <br />�--+ N <br />Lin <br />'^ M <br />V J -4-0 ca <br />Z <br />Q C� O <br />_J 4-1LL- <br />oo _ <br />Z N -C <br />u-) i) <br />N <br />J <br />0 <br />itl� N(_'�. <br />5238 4TH STREET <br />t) Q.y..I_. <br />SEPTEMBER 5, 2016 <br />- <br />Daniel M. Ossman <br />SHFF-r NC <br />0011 <br />, <br />1 '17M <br />L.Zs <br />SCALE: 1 /4" = V - 0" <br />SCALE: 1/4" = 1'- 0" <br />A-3 <br />