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TERMITE TREATMENT y PRE- FABRICATED WOOD TRUSSES
<br />30 YEAR DIMENSIONAL PER HIB -91 AND FBC @ 24" O.C.
<br />FIBERGLASS ROOF SHINGLES
<br />SOIL CHEMICAL BARRIER METHOD OVER 15# BLDG. FELT. OVER
<br />7/16" O.S.B. SHEATHING SECURED 12
<br />105,11 NOTICE OF TERMITE PROTECTION. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION TO PRE - ENGINEERED TRUSSES PER SCHEMATIC
<br />AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. NAILING PATTERN ON DETAIL SHEET. 4
<br />1503.6 PROTECTION AGAINST DECAY AND TERMITES: CONDENSATE LINES AND ROOF DOWNSPOIUTS SHALL DISCHARGE AT LEAST 1 FOOT (305mm) DRIP EDGE
<br />AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDER GROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH
<br />DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE ALUM., FASCIA GENERAL NOTES
<br />END RAKES OR ON A ROOF ABOVE ANOTHER ROOF.
<br />R320.1 TERMITE PROTECTION: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SUB FiASCIA — 1. THE DESIGN OF THIS STRUCTURE HAS BEEN REVIEWED FOR COMPLIANCE WITH THE
<br />D DESIGN
<br />PROVISIONS OF CHARIER 16
<br />SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A VENTED SIMPSON META 16 HURRICANE STRAP TH
<br />PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. SEE SECTION 202, REGISTERED TERMITICIDE. UP014 COMPLETION OF THE APPLICATION OF ALUM. SOFFIT 12" WITH (7) lOdxl 1/2 NAILS AT EACH TRUSS END FLORIDA BUILDING CODE, 2007 EDITION
<br />THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST O H ( (1,450 # MAX. ALLOWABLE DESIGN UPLIFT CAPACITY) (AND ALL 2009 UPDATES) USING THE FOLLOWING CRITERIA:
<br />CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECIEVED A COMPLETE TREATMENT FOR THE PREVENTION
<br />OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE
<br />AND CONS " x 8" K .O. BLOK W/ (1) #5 ROD CONT, BASIC WIND SPEED = 120 MPH (3 SECOND GUST)
<br />I
<br />R320.1.1 IF SO IL T REATMENT sERV10ES, REATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE I 8" x 8" CONCRETE BLOCK IMPORTANCE FACTOR = 1.0 ( BUILDING CATEGORY II )
<br />FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING, AND COMPACTION IS COMPLETE. PRE -CAST CONC. EXPOSURE CATEGORY = B (ALL DIRECTIONS)
<br />R320.1.2 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL AREA DISTURBED AFTER INITIAL CHEMICAL SOIL SILL (THICK) i 8" x 8" "U" BLOCK W/ (1) #5 ROD CONT. INTERNAL PRESSURE COEFFICIENT = +/- 0.18
<br />TREATMENT SHALL BE RETREATED WITH ,4 CHEMICAL SOIL TREATMENT, INCLUDING SPACES BOXED OR FORMED. LINTEL PRECAST (OVER OPENINGS ONLY) I
<br />R320.1.3 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR ED REINFORCED CELLS I ALL DOORS AND WINDOWS IN EXTERIOR WALLS SHALL HAVE A M INIMUM
<br />GROUT
<br />THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS, OR ANY OTHER PURPOSE SHALL BE CREATED BY USING PLASTIC OR METAL GROUTED
<br />( I DESIGN WIND PRESSURE OF +/- 34.7 PSF UNLESS OTHERWISE NOTED.
<br />PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT. ( T D ROD ) o0
<br />R320.1.4 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICALLY TREATED SOIL SHALL BE PROTECTED ALUM. SINGLE HUNG 'WINDO'W
<br />TOP TO EMBED 6" MIN. INTO
<br />WITH A MINIMUM 6 MILLIMETER VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE 'VAPOR RETARDER BOND BEAM W/ 90 deg. I °O 2. COMPONENTS AND CLADDING WIND PRESSURES TO BE USED FOR DESIGN OF EXTERIOR
<br />PLACEMENT, RETREATMENT IS REQUIRED. ANY WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE AFTER CHEMICAL HOOK OVER BOND BM. REINF. COMPONENT AND CLADDING MATERIALS ARE AS FOLLOWS:
<br />TREATMENT UNTIL THE CONCRETE FLOOR IS POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID PENETRATING OR DISTURBING TREATED SOIL. W ALLS: 8" HOLLOW
<br />IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CONCRETE OVERPOUR OR MORTAR ACCUMULATED
<br />ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT, TO ENHANCE VERTICAL C.M.U. (RUNNING BOND) EFFECTIVE WIND AREA WALLS /WINDOWS ROOFS
<br />PENETRATION OF THE CHEMICALS. I CLEANOUT OPENING 4 " x 4" UP TO 10 S.F. 34,7 PSF 50,1 PSF
<br />R320.1.6 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED STRUCK BLOCK FINISH EACH GROUTED CELL UP TO 20 S.F. 32.4 PSF 45.4 PSF
<br />UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1 FOOT (305mrn) OF THE PRIMARY STRUCTURE SIDEWALLS, ALSO, A VERTICAL CHEMICAL I) OV TO 50 S.F. 29.3 PSF 39.3 PSF
<br />BARRIER SHALL BE APPLIED PROPTLY AFTER CONSTRUCTION IS COMPLETED, INCLUDING INITIAL LANDSCAPING AND IRRIGATION /SPRINKLER OVE 50 S.F. 26 PSF
<br />INSTALLATION. ANY SOIL DISTURBED AFTER THE CHEMICAL 'VERTICAL BARRIER IS APPLIED SHALL BE PROPTLY RETREATED. II 4" MONOLITHIC CONCRETE SLAB (3000 psi) , 34,7 PSF
<br />R320.1.7 IF A REGISTERED TERMITICIDE FORMULATED AND REGISTERED AS A BAIT SYSTEM IS USED FOR SUBTERRANEAN TERMITE PREVENTION, W ITH 6x6 10/10 W.W.M. OR FIBER REINF,OV R
<br />SECTIONS R320.1.1 THROUGH R320.1.6 DO NOT APPLY; HOWEVER A SIGNED CONTRACT ASSURING THE INSTALLATION, MAINTENANCE AND DOWELS: (1) #5 WHERE I COMPACTED FILL TERMITE TREATED 3. UNLESS OTHERWISE SPECIFIED, ALL WORK AND MATERIALS SHALL CONFORM TO THE
<br />MONITORING OF THE BAITING SYSTEM FOR A MINIMUM OF FIVE YEARS FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED SHOWN ON PLAN EMBED
<br />TO THE BUILDING OFFICIAL PRIOR TO THE POURING OF THE SLAB, AND THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. 12 MIN. INTO FOOTING GRADE a ;-7L, -7 - ��-? -y ..� _ _ REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC).
<br />IF THE BAITING SYSTEM DIRECTIONS FOR USE REQUIRE A MONITORING PHASE PRIOR TO INSTALLATION OF THE PESTICIDE ACTIVE INGREDIENT, W/ 90 deg HOOK - �i . � • 1 -1 MIN. COVER 4. DESIGN LIVE LOAD
<br />THE INSTALLATION OF THE MONITORING PHASE COMPONENTS SHALL BE DEEMED TO CONSTITUTE INSTALLATION OF THE SYSTEM. S USED IN THE ANALYSIS ARE FOLLOWS:
<br />R320.1.8 IF A REGISTERED TERMITICIDE FORMULATED AND REGISTERED AS A WOOD TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION. �, 6 MIL VAPOR BARRIER ROOFS — 30 PSF
<br />SECTIONS R320.1.1 THROUGH R320.1.6 DO NOT APPLY. APPLICATION OF THE WOOD TREATMENT TERMITICIDE SHALL BE AS REQUIRED BY LABEL 4:�•,� —
<br />DIRECTIONS FOR USE, AND MUST BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. NOTE: ANY LAPS BETWEEN VERT FLOORS = 40 PSF
<br />R320.2 PENETRATION: PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF STEEL AND DOWELS OR BETWEEN (NON- ELEVATED FLOORS
<br />MONOLITHIC FOOTING )
<br />CELLULOSECONTAINING MATERIALS AND, IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, SHALL RECIEVE APPLICATION W/ (2) IT BARS CO T. 16" VERTICAL WALL STEEL SHALL BE PORCHES, LOFTS, BALCONIES = 60 PSF
<br />OF A TERMITICIDE IN ANNULAR SPACE BETWEEN SLEEVE AND PIPE. MIN. 40 BAR DIAMETERS
<br />5. CONCRETE FOUNDATIONS SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 18,
<br />FBC, WHERE SUBSURFACE GEOTECHNICAL INVESTIGATIONS ARE NOT PROVIDED TO
<br />TYPICAL WALL TO THE ENGINEER, FOUNDATIONS AND FOOTINGS ARE DESIGNED FOR THE FOLLOWING
<br />SECTION ASSUMED SOIL BEARING
<br />CONDITIONS: LOOSE GRANULAR MATERIAL WITH NO
<br />APPRECIABLE CLAY OR ORGANIC MATERIAL WITH A MINIMUM ALLOWABLE BEARING
<br />PRESSURE OF 2000 PSF. COMPACT FILL TO 95% MODIFIED PROCTOR.
<br />6. MASONRY CONSTRUCTION SHALL CONFORM TO REQUIREMENTS OF CHAPTER 21, FBC.
<br />NET AREA COMPRESSIVE STRENGTH OF MASONRY IS 1500 PSI. TYPE M OR S MORTAR
<br />SHA' L BE USED. ALL MASONRY SHALL BE LAID IN RUNNING BOND PATTERN,
<br />OVERHEAD SECTIONAL DOOR 7. GROUT USED TO FILL CELLS, LINTELS AND BOND BEAMS SHALL CONFORM TO
<br />1/2" x 8" A.B. 'W/
<br />FILLED CELL Wi 0 TRACK W1 3/16" x 1" STEEL REQUIREMENTS OF CHAPTER 21, FBC. REQURED MINIMUM COMPRESSIVE STRENGTH IS
<br />(1) 45 VERT. (5) 112" DIA. x 6" 2" WASHERS SET _ LAG BOLT W/ WASHER MIN. 2500 PSI AT 28 DAYS. LED
<br />ADD #5 CORNER 1- BOLTS CELL. MIN PER JAMB o (6) PER TRACK TO JAMB
<br />BAR BENT 24"
<br />8. REINFORCING BARS SHALL BE GRADE 40 DEFORMED BILLET STEEL BARS AND COMPLY
<br />BOND BEAM BAR 0 24" CONT. W000 TRIM WITH ASTM A 615 REQUIREMENTS. JOINT REINFORCING IF USED, SHALL BE 9 GAGE,
<br />-
<br />o
<br />P.T. #2 SYP GALVANIZED STEEL CONFORMING TO ASTM A 82 REQUIREMENTS. WELDED WIRE
<br />•' �:`
<br />#5 BAR VERT. 2" X 6° Q FABRIC SHALL CONFORM TO ASTM A 185 REQUIREMENTS. WIRE FABRIC SHALL BE
<br />W/ STD. HOOK _ " O SECTIONAL SUPPORTED AS REQUIRED IN SECTION R506, FBC. SYNTHETIC FIBER REINFORCEMENT
<br />AT TOP OVERHEAD DR. IS NOT PERMITTED AS A SUBSTITUTE FOR WIRE FABRIC UNLESS IT IS SHOWN ON THE
<br />GROUTED CELL 2x6 P.T. DRAWINGS.
<br />AT CORNER WD. JAMB p
<br />DOOR AND CONNECTION
<br />PER GARAGE DOOR MANUF. `r 9. CONCRETE SHALL CONFORM TO REQUIREMENTS OF CHAPTER 19, FBC, AND HAVE A
<br />TYP. GARAGE DOOR O MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.
<br />TYPICAL BOND _ G ARAGE SLAB
<br />00 Sll/
<br />G ARAGE TRACK MOUNT 10. ROOF AND WALL SHEATHING SHALL BE APA -RATED PANELS AND CONFORM TO
<br />BEAM CORNER REQUIREMENTS OF CHAPTER 23, FBC. WOOD STRUCTURAL PANEL DIAPHRAGM NAIL
<br />SPACING ALONG PANEL EDGES SHALL BE 6" O.C. UNLESS NOTED OTHERWISE. INTER-
<br />OVRHEAD GARAGE
<br />MEDIATE FASTENERS SHALL BE AT 6" O.C. UNLESS NOTED OTHERWISE. FASTENERS
<br />SHALL BE 8d RING SHANK NAILS, NO SUBSTITUTIONS. THICKNESS OF WOOD PANELS
<br />DOOR DETAIL ARE NOTED ON THE PLANS, MINIMUM NOMINAL PANEL THICKNESS SHALL BE 7/16 ".
<br />11. WOOD STUDS AND GIRDER SUPPORT POSTS USED FOR BEARING WALL FRAMING OF
<br />LESS THAN 10' PLATE HEIGHT SHALL BE HEM -FIR, S -P -F; OR S -Y -P, STUD GRADE OR
<br />BETTER. WOOD STUDS AND GIRDER SUPPORT POSTS USED FOR BEARING WALL
<br />NOTE: FOR ANY UPRIGHT 48" AND GREATER
<br />ON GABLE END, FASTEN 2X4 #2 GRADE ON SIDE FRAMING WITH 10' PLATE HEIGHT AND HIGHER SHALL BE HEM -FIR, S -P -F; OR, S -Y -P
<br />FROM TOP TO BOTTOM CHORD OF TRUSS 2X6 EAVE TRIM CONSTRUCTION GRADE OR BETTER. WALL OPENINGS SHALL BE CONSTRUCTED IN
<br />ACCORDANCE WITH CHAPTER 23, SECTION 2308, FBC, UNLESS OTHERWISE NOTED ON
<br />Z S7MOOOTH 2 O -GROVE CEMENT BOARD SIDING THE PLANS.
<br />\ OVER HOUSE 'WRAP
<br />OVER 7/16" O.S.B. SHEATHING
<br />10 BLOCKING 'W/ 8d COMMON NAILS Q G" O.C. 12. WOOD BEAMS, RAFTERS AND OTHER HORIZONTAL LOAD BEARING ELEMENTS SHALL
<br />48" O.C. BE S -Y -P #2 GRADE OR BETTER.
<br />(GABLE ENDS ONLY).
<br />� � I
<br />DIAGONAL BRACING @ 13. FASTENING OF WOOD FRAMING SHALL CONFORM TO TABLE 2304.9.1, FBC, UNLESS
<br />\�� I 8' -0" O.C. MAX. W /(4)16d EA END
<br />,� I OTHERWISE NOTED.
<br />PRE -ENG. TYP �;< 2X BLOCKING
<br />ROOF TRUSSES 2x4 ; GABLE TRUSS 14. DESIGN OF PREFABRICATED WOOD TRUSSES IN FLOORS AND ROOFS IS DELEGATED TO
<br />THE TRUSS MANUFACTURER'S ENGINEER. THE TRUSS ENGINEER SHALL SUBMIT
<br />2x4 i' P.T. 2X6 PLATE
<br />ENGINEERING DOCUMENTS FOR REVIEW FOR CONFORMANCE WITH THE DESIGN
<br />USE IOD FLAT ; INTENT OF THE PROJECT.
<br />NAILS RUNNER I P2-12d NAILS
<br />' 15. INSTALLATION OF PREFABRICATED WOOD TRUSSES SHALL FOLLOW THE
<br />/2" X 6" ANCHOR BOLTS RECOMMENDATIONS OF THE TRUSS PLATE INSTITUTE PUBLICATION HIB -91, AND THE
<br />W12" DIAM, WASHER 4' -0" O.C. MANUFACTURER'S INSTRUCTIONS. THE CONTRACTOR IS RESPONSIBLE FOR
<br />11.4 @
<br />' INSTALLING ALL TEMPORARY AND PERMANENT TRUSS BRACING IN ADDITION TO ANY
<br />2X4 BLOCKING SUPPLEMENTAL BRACING SHOWN ON THE DRAWINGS.
<br />LAYED HORIZONTAL 2X4 BLOCKING
<br />(3 BAYS) @48" O.C. 12d NAILS @ 8" O.C.
<br />FIRST 2 TRUSS BAYS 16. WOOD CONSTRUCTION CONNECTORS SHOWN ON THE PLANS REPRESENT THE _ \ C NOTE: ALL 'WOOD TO BE NUMBER 2 GRADE CONC. FILLED "U" BLOCK DESIGNER'S INTENT TO FURNISH A COMPLETE LOAD PATH FROM ROOF TO
<br />W/ 1 - #5 REBAR CONT. FOUNDATION. OTHER BRANDS OR TYPES OF CONNECTORS THAT HAVE DOCUMENTED
<br />EQUIVALENT CAPACITY MAY BE SUBSTITUTED AT THE CONTRACTOR'S OPTION.
<br />GABLE END BLOCKING DETAI L 8x8xl6 CMU WALL
<br />NOTE:
<br />PROVIDE APPROVED HORIZONTAL CORROSION -
<br />RESISTANT FLASHING AT MASONRY /FRAME
<br />• INTERSECTION (PER R703.8).
<br />KELLY E. LYONS, P.E.
<br />E # 9 33,33
<br />EB# 93;s3
<br />- --ff
<br />DATE
<br />THE STRUCTURAL SYSTEM FOR
<br />THIS BUILDING HAS BEEN DESIGNED
<br />TO COMPLY WITH APPLICABLE
<br />WINDLOADING REQUIREMENTS OF
<br />ASCE 7 -05 AND THE FLORIDA
<br />BUILDING AND RESIDENTIAL CODE
<br />2007 EDITION AND ALL 2009
<br />UPDATES, NO OTHER CERTIFICATION
<br />IS EXPRESSED OR IMPLIED. THIS
<br />CERTIFICATION IS NOT VALID
<br />UNLESS IT CONTAINS AN ORIGINAL
<br />SIGNATURE AND EMBOSSED SEAL,
<br />I HAVE ALSO REVIEWED THE TRUSS
<br />DRAWINGS PREPARED BY
<br />41 TRUSS, SPRING HILL, FLORIDA
<br />DATED SEPT. 22, 2009, JOB No. 50203
<br />FOR THIS PROJECT AND THEY ARE IN
<br />CONFORMANCE WITH THESE
<br />CONSTRUCTION DRAWINGS,
<br />ALLTECH STRUCTURAL ENGINEERING, Inc.
<br />2121 Scores
<br />Tompa, Florida 33618
<br />Fax: (813) 247 -7409
<br />Phone: (813) 247 -7400
<br />1 09.25 -09 1 PRELIMINARY PLANS
<br />09.28.09 REVISED PER CLIENT REVIEW
<br />09.29 -09 FINAL PLANS - ENGINEER
<br />DATE FILE N o.
<br />EPT. 3638
<br />J.I.S. DESIGNS, Inc.
<br />PF SI Of- NI IA L F3U ILUI NC OF S It. NFP,
<br />5389 EAST GRANGER STREET
<br />INVERNESS, FLORIDA, 34452
<br />352 - 637 -6971
<br />SHEET NUMBER
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<br />DATE FILE N o.
<br />EPT. 3638
<br />J.I.S. DESIGNS, Inc.
<br />PF SI Of- NI IA L F3U ILUI NC OF S It. NFP,
<br />5389 EAST GRANGER STREET
<br />INVERNESS, FLORIDA, 34452
<br />352 - 637 -6971
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<br />DATE FILE N o.
<br />EPT. 3638
<br />J.I.S. DESIGNS, Inc.
<br />PF SI Of- NI IA L F3U ILUI NC OF S It. NFP,
<br />5389 EAST GRANGER STREET
<br />INVERNESS, FLORIDA, 34452
<br />352 - 637 -6971
<br />SHEET NUMBER
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