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I 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 prior to submitting these plans to the truss <br />manufacture. If this field inspection was "NOT" done prior to giving said plans to the <br />truss manufacture, then the "GENERAL CONTRACTOR WILL BE HELD LIABLE <br />FOR ALL COST OF ANY / ALL MISTAKES" on pre-engineered trusses that are <br />constructed for said project. Daniel M. Ossman Drafting Service, Inc. "WILL NOT BE <br />HELD LIABLE" for any dimension errors!!! <br />2 Upon receiving said plans flrom the General Contractor, the truss manufacture "MUST" <br />make a their "OWN" field inspection to "DOUBLE CHECK" all existing field conditions, <br />roof slopes, overhangs, and dimensions prior to the manufacturing of any / all trusses. <br />Truss manufacture "MUST" certify (the time and date) that this field inspection was <br />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 />Access new attic space from <br />existing attic space by cutting <br />a hole thru the -existing plywood <br />sheathing <br />ROOF FRAMING LAYOUT <br />Connection Schedule <br />Manufacturer <br />Model No. <br />Uplift <br />FI Product Approval <br />Location / Use <br />Name <br />Number <br />Simpson <br />Strong Tie <br />HETA24 <br />#1810 <br />FI 11473.4 <br />Concrete block wall connector to roof structure. <br />Note . <br />1. Any products that are substituted, must "MUST" or "EXCEED" products specified. Contractor "MUST' provide <br />data to building�inspe' C$0r at11xne of inspection. <br />2. It's the responsibiljty 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 />For all cone. block stemwalls erected more than 24" <br />in height above grade, must have 1 - #5 vert. rebar in <br />a masonry cell, filled and temped solid with cone. Space <br />all vert rebar no more than 6' - 0" o.c. and at all corners <br />unless otherwise noted. Also include I - #5 Cont. rebar <br />in the top U - block of the stemwall tamped and filled <br />solid with cone. For all cone. block stemwalls erected <br />less than 24" in height above grade, all cone. block <br />cells must be filled and tamped solid with cone. <br />Z'' x 4' " LOOKOUTS <br />� Z4" 0, C. <br />FEE - &� I r..� ELEED <br />TQ.JSS EG 2.4 (0 <br />FI ELp v, I PY 9' ri &-rc- <br />EX I S5,n r 4. 000 F S LO P <br />F <br />0\/4611"Jel <br />SCALE: 1/4" = 1' - 0" <br />It is the responsible of the General Contractor to make a field <br />inspection to verify all existing field conditions and measurements <br />with proposed plans for accuracy, before distributing plans to any <br />and all trades. General Contractor will be held liable if these <br />inaccuracies are "NOT" submitted in writing to Daniel M. Ossman <br />Drafting Service, Inc. before the distribution of plans. Daniel M. <br />Ossman Drafting Service, Inc. "WILL NOT" be held liable for any <br />inaccuracies in dimensions with existing field conditions or other <br />trades on proposed plans. <br />Where the new block wall intersects <br />with the existing block wall, please <br />field verify if a filled cone cell exist. <br />If no filled cell exist, contractor <br />must cut open the existing block <br />wall and epoxy 1 - #5 vert rebar <br />into the existing slab / ftg and pour <br />cell solid with cone (typ). —1 <br />10 01 - O,' <br />ASSUMED <br />p,T E.x I ST <br />SFR <br />Pour new 4" concrete slab with min. 3,000 V.s. <br />fibermesh or "opt" 4" cone. slab w/ 6 x 6 x 10 x 10 <br />w.w.m. over 6 mil. vapor barrier over termi e <br />treated and compacted clean fill. <br />FOUNDATION PLAN <br />:S5 <br />Indicates 1 - #5 vert rebar in a <br />cone. masonry block cell filled and <br />tamped solid with cone., hooked <br />into the bond beam above and the <br />cone. slab / ftg below with a 25" <br />min. lap splice (typ). <br />1001-0'1 <br />D.SSU M ED <br />8" x 16" cone. ftg. w/ I ' <br />2 - #5 rebars cont. w/ a <br />8" x 8" x16" cone block <br />stemwall above or "opt." <br />12" x 16 mono ftg. w/ <br />rebars cont. <br />31- 0. <br />14� <br />101, <br />H. Thayer Hersom, <br />Architect <br />P.O. Pox 24331 <br />Tampa, Florida 33623 <br />Phone: 813 286-8175 <br />(Ff. Reg. AR10528) <br />SCALE: 1/4" = 1' - 0" <br />REVISIONS <br />NO <br />DATE <br />DESCRIPTION <br />a <br />� � A <br />a� <br />a <br />CQ M b C <br />i <br />v <br />00 'a <br />o <br />V <br />A � <br />> <br />as b .0 y <br />��U c <br />0 <br />s, <br />W <br />W <br />Z <br />J <br />'a- <br />o <br />`.J <br />T <br />z <br />LJ <br />L0 <br />0 <br />0 <br />- J . <br />C. <br />LAJ <br />c= <br />cVD <br />U <br />w <br />0 <br />JOB -NO. <br />6055 10TH STREET <br />DATE <br />DECEMBER 30, 2012 <br />DRAWN BY <br />Daniel M. Ossman <br />SHEET NO. <br />A - 2 <br />