Laserfiche WebLink
CD <br />T_ <br />cl <br />.1 <br />Lol <br />TERMITE PROTECTION <br />DIRECT WOOD TREATMENT, LIQUID METHOD USING <br />BORACARE, ACTIVE INGREDIENT D.O.T. (DISODIUM <br />OCTABORATE TETHYDRAT) AT 23% <br />A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE <br />TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND <br />TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED.THE <br />SIGN SHALL BE POSTED NEAR THE <br />WATER HEATER OR ELECTRICAL PANEL <br />ALL COMPONENTS SUCH AS; WOOD FRAMING, WOOD FURRING, <br />CMU WALLS, SHALL BE TREATED WITH THIS PRODUCT BY A <br />LICENSED INSTALLER PER MFGS. SPECIFICATIONS. THIS <br />TREATMENT IS APPLIED DIRECTLY TO THE BUILDING <br />COMPONENTS AND NOT TO THE SOILS IN, AROUND, <br />OR UNDER THE STRUCTURE. <br />FOUNPATION NOTES: <br />1. SEE ADDITIONAL FOUNDATION CONSTRUCTION INFO. <br />ON SHT. #1 "COVER SHEET" ENGINEER OF RECORD NOTES <br />2. CONTRACTOR TO VERIFY ANY BELOW SLAB CONDUIT OR <br />PLUMBING INSTALLATION PRIOR TO CONSTRUCTION.. <br />3. FIELD LOCATE 1/8"W x 1/4"D. CONTROL JOINTS AT SLAB W/ <br />GRID NO GREATER THAN 20x2O AND NO LESS THAN 10'xlO' <br />DETERMINED BY CORNERS, FEATURES, AND SLAB POUR <br />FIELD CONDITIONS. <br />4. CONTRACTOR MAY FIELD LOCATE TERMINATED VERT. <br />STEMWALL STEEL BUT, MAY NEVER EXCEED 2'-8"O.0 MAX. <br />CONT. AS SHOWN. <br />9 <br />�o <br />co <br />26'-0" <br />14'-0" 12'-0" <br />L i <br />4'-8" <br />T-5 1/2" <br />VEXISTING <br />ASPHALT <br />16"x`16" CONC. DRIVEWAY <br />1/'MONO FOOTING <br />W/ (2) #5 CONT. (TYP.) <br />24"x24"x`16" CO C PA T-1 0" <br />W/ (2) #5 EA WA�(. --;, e_ <br />l '-4" 5'-2" l '-4" <br />sv <br />T-6" <br />4'-9" 4'-6" S-O" 4'-6" <br />cl) <br />L — — — — — <br />fi 73-, <br />m— — — — — — — — -- <br />3,'RECESS <br />4 <br />4" THICK 300OPSI CONC SLAB <br />W/ FIBERMESH <br />W/ 6MIL VAPOR BARRIER <br />ON TERMITE TREATED <br />COMPACTED SOIL—,,,, <br />W.H. <br />4'-9" DRILL & EPDXY (1) #5 REBAR <br />o? 18" LONG INTO 6" DEEP HOLE <br />T-8" zo DRILLED INTO THE EXISTING <br />FOUNDATION @ 4-O.C. MAX <br />ui L ui <br />z z <br />z <br />U) ICKENED c/) <br />ED 5 CON <br />w w <br />C14 <br />op <br />ZN <br />9 <br />co <br />EXISTING PAVERS <br />x "xl 61" PAD <br />EA <br />T-1 1 1,.-4" FOR FOOTER <br />4'-5" <br />IN <br />UM I /A] LO Or= <br />(DE-rAIL 7/A3.0) <br />EXISTING PA <br />4 16" CO PAD <br />V�AY TY P <br />El <br />Li <br />T— 1 <br />lo <br />4'-5" <br />24"x24"x`16" CONC PAD EXISTING PAVERS <br />W/ (2) #5 EA WAY. TYP. <br />6-2" �l 14" <br />8'— 1 T-1 0" 1 <br />VERS <br />ATTIC VENT CALCULATIONS <br />TOTAL 536s.f. <br />536 . 300 = 1.78 ­2 = 0.89sf <br />(1) 4' ROOF VENT = .96sf <br />(1) 4' ROOF VENTS REQUIRED = 10.56sf <br />I ---------- - -­ - -.7 - - .7- = ROOF VENT <br />ROOF TRUSS NOTES: <br />1 . THIS TRUSS PACKAGE MUST BE ENGINEERED FOR OPTIONAL <br />CONCRETE ROOF TILE AND OPTIONAL FUTURE SOLAR PANEL <br />LOADS <br />2. ALL SCISSOR TRUSSES, CORNER JACKS, & END JACKS ARE TO <br />BE CONNECTED TO PROPOSED BEAM OR FRAME WALL W/ (1) <br />H-10 AT EACH CONNECTION <br />3. ALL GIRDERS& HIP CARRIERS ARE TO BE CONNECTED TO <br />PROPOSED BE <br />AM ON FRAME WALL W/ (1) LGT-2 AT EACH <br />CONNECTION <br />4. ALL TRUSS TO TRUSS CONNECTIONS ARE TO BE MADE BY THE <br />TRUSS ENGINEER <br />5. FOLLOW ALL TRUSS MFR'S HANDLING AND INSTALLATION <br />INSTRUCTIONS FOR PRE—ENGINEERED PARTS <br />6. VERIFY TRUSS ENGINEER'S LAYOUT PRIOR TO CONSTRUCTION TO <br />FIELD CONDITIONS <br />TYPICAL ROOF BEAM PER ROOF FRAMING NOTE #2 <br />SPECIAL ROOF BEAM PER ROOF FRAMING NOTE #2; <br />EXCEPT THIS BEAM IS 3 PLY, W/ J" 0 BOLTS <br />SUBSTITUTED, & W/ 3" SCREWS SUBSTITUTED CONT. <br />-2 <br />w <br />z <br />U) <br />X <br />w <br />9 <br />Mo <br />zim <br />Lu <br />ENGINEER <br />ALLEN GEZELIVIAN <br />16502 HANNA RD. <br />LUTZ, FLORIDA 33549 <br />PH. (727) 845-8133 <br />PE 59180 <br />pascobprint@microd.com <br />wil I I I Ili'Eto <br />'893tv <br />­­W *�C#l� S�A� . . . . <br />o 0 <br />w <br />ul, <br />T4 p, <br />PROJECT NO. 18-026 <br />DATE: lV20/19 <br />SHEET NO. <br />A2mO <br />FOUNDATION PLAN <br />ROOF FRAMING PLAN <br />SECTIONS <br />t FOUNDATION PLAN SCALE: 1/4" = V-11)" <br />12 ROOF PLAN SCALE: 1/4" = V-11)" <br />