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<br />WI_
<br />MIN 2X4 02 PINE
<br />X-CROSS BRACING
<br />2X4 DIAGONAL
<br />NAILED TO vE
<br />WITH (2) 12d CC
<br />AND INTO THE
<br />THE COMMON TF
<br />THE BOTTOM OF
<br />MIN IX4
<br />CONTINUOUS e2 PINE
<br />TRUSS BRACING
<br />X-eRACING DETAIL
<br />MAX OF 20'-0il OC
<br />NAIL SHEATHING 3" OC
<br />i 5'-0" FROM GABLE
<br />BRACE
<br />IRS -
<br />2T WEB
<br />MMONS
<br />roe OF
<br />:U5$ AND
<br />HE GABLE
<br />2X4
<br />5'-0" STRINGER
<br />`
<br />DSL 2X HEADER
<br />THE TRUSS COMPANY WILL BE
<br />REQUIRED TO PLACE A PERT
<br />t A
<br />�F (2)
<br />7MMONS
<br />U55 JOINT
<br />X-JOINT
<br />2X4 BLOCKINr NAILED TO
<br />THE TRUSSES TOP AND BOTTOM
<br />WITH (2) 12d COMMONS EACH END
<br />FOR W-O" IN FROM THE GABLE
<br />\ 12" MAX OH
<br />WITHOUT
<br />OUTLOOKERS
<br />WEB AT HE GABLE BRACING EXTERIOR WALL
<br />LOCATIONS. OR POST
<br />GABLE BRACiNG DETAIL
<br />FOUNDATION AND SLAB NOTE
<br />el THE BUILDING SITE SHALL BE SCRAPED TO REMOVE
<br />ALL ORGANIC MATERIALS. ANY ADDITIONAL FILL PLACED ON THE
<br />BUILDING PAD AREA SHALL BE COMPACTED SUCH THAT IT CAN
<br />ADEQUATELY SUPPORT A 2000 P.S.F. FOUNDATION LOADING,
<br />THE SLAB SHALL BE PLACED OVER A &MIL VAPOR BARRIER ON
<br />CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL,
<br />THE CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL
<br />HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I.
<br />e2 REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND
<br />IDENTIFIED IN ACCORDANCE WITH ASTM A -615. LAP SPLICES, WHERE
<br />REQUIRED SHALL BE A MINIMUM OF 25" FOR 05 REBAR, 30" FOR efo
<br />REBAR AND 35" FOR *1 REBAR.
<br />AT LEAST ONE TRUSS SPACE LAPPED
<br />MIN (2) 12c1 PER JOINT
<br />RAT -RUN BRACING DETAIL
<br />MAX OF 10'-0" OC SPACING
<br />GLAZING
<br />MIN IX4
<br />NTINUOUS e2 PINE
<br />TRUSS BRACING
<br />GLAZING THE FOLLOWING SHALL BE CONSIDERED SPECIFIC
<br />HAZARDOUS LOCATION FOR THE PURPOSE OF-
<br />e1 GLAZING IN SWING DOORS, FIXED AND SLIDING PANEL OF
<br />SLIDING DOORS ASSEMEBLIES.
<br />02 GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS,
<br />WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATH TUBS AND
<br />SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL
<br />ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE
<br />OF THE GLAZING IS LESS THAN 60" ABOVE THE DRAIN INLET.
<br />03 GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL
<br />ADJACENT A DOOR WHERE THE NEARBY VERTICAL EDGE IS
<br />WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED POSITION
<br />AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE
<br />FINISH FLOOR OR WALKING SURFACE.
<br />e4 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL
<br />OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND
<br />(3) ABOVE. THAT MEETS ALL THE FOLLOWING
<br />(A) EXPOSED AREA OF AN INDIVIDUAL PANEL OTHER THAN
<br />THOSE LOCATIONS
<br />(B) BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR
<br />(C) TOP EDGE GREATER THAN 3ro" ABOVE THE FLOOR
<br />(D) ONE OR MORE WALKING SURFACES WITHIN 3ro"
<br />HORIZONTALLY OF THE PLANE OF THE GLAZING
<br />REFER TO THE THE 2004 FLORIDA BUILDING CODE
<br />RESIDENTIAL -SECTION R305 FOR ADDITONAL AREAS THAT
<br />MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE
<br />PURPOSE OF GLAZING
<br />TREATMENT: ( SOiL CHEMiCAL BARRIER METHOD)
<br />9) CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE
<br />1)
<br />A PERMANENT SIGN TO IDENTIFY THE TERMITE TREATMENT PROVIDER AND
<br />REMOVED BEFORE EXTERIOR SOIL TREATMENT
<br />NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED.
<br />THE SIGN SHALL BE P05TED NEAR THE WATER HEATER OR ELECTRIC PANEL
<br />10)
<br />SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITH 1'-0"
<br />OF THE STRUCTURES 51DEWALLS.
<br />2)
<br />CONDINSATE AND ROOF DOWN SPOUTS SHALL DICHARGE AT LEAST 1'-0" AWAY FROM
<br />THE BUILDING SIDEWALLS
<br />11)
<br />AN EXTERIOR VERTICAL CHEMICAL BARRIERS MUST BE INSTALLED AFTER
<br />CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION.
<br />3)
<br />IRRIGATION 5Y5TEM5 INCLUDING ALL RISERS AND SPRAY HEADS SHALL
<br />ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER 15 APPLIED, SHALL BE
<br />NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDINGS 51DEwALL5
<br />RETREATED.
<br />4)
<br />TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING
<br />12)
<br />ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT
<br />AND FINAL EARTH GRADE SHALL NOT BE LESS THA G6 INCHES ( EXCEPTION PAINT OR
<br />DECORATIVE CEMENTIOUS FiNiSH LE55 THAN 5/5" THICK ADHERED DIRECTLY TO THE
<br />13)
<br />A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY
<br />FOUNDATION WALL.)
<br />A LICEN5ED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL
<br />BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: " THE BUILDING HAS
<br />5)
<br />INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FILL 15 COMPLETED.
<br />RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES_
<br />THE TREATMENT 15 IN ACCORDANCE WITH THE RULES AND LAWS OF THE
<br />6)
<br />SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED
<br />FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.
<br />OR FORMED,
<br />14)
<br />AFTER ALL WORK 15 COMPLETE LOOSE WOOD AND FILL MUST BE REMOVED FROM
<br />"U
<br />BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLLATION OF TRAPS, ETC. SHALL BE:
<br />BELOW AND WiTHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE 5TAKES,TUB
<br />MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND
<br />TRAP BOXES, FORMS,SHORING OR OTHER CELLULOSE: CONTAINING MATERIAL.
<br />DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT ,
<br />15)
<br />NO WOOD , VEGETATION, STUMPS, CARDBOARD ,TRASH ETC. , SHALL BE BURIED WITHIN
<br />8)
<br />A MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST
<br />15-0" OF ANY BUILDING OR PROPOSED BUILDING
<br />RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT,
<br />RE -TREATMENT 15 REQUIRED,
<br />UNION
<br />WHRLIGPTING COMP;MVy
<br />Important Notice: This is only a guide. It is the users responsibility to verify local building code
<br />requirements. Please check with your local building code office before beginning any project.
<br />If metal is not to be installed immediately, store inside in a well ventilated, dry location. Condensation or other moisture can form between the
<br />sheets during storage causing water stains or white rust which de)xac is frorn the appearance of the product and may affect the product's useful
<br />life. Trapped moisture between sheets of painted metal can cause white rust to form underneath the paint. This can cause the paint to flake
<br />off the panel immediately or several years later. To prevent white rust and staining, break the shipping bands on the material. Store the material
<br />on end or on an incline of at least 8"with a supporting board underneath to prevent sagging, Fan the sheets slightly at the bottom to allow for
<br />air circulation. Keep the sheets off of the ground with an insulator such as wood. Any outdoor storage is at the customer's own risk_ If outdoor
<br />storage cannot be avoided, protect the metal using a canvas cover or waterproof paper. Never cover the metal with plastic as this will cause
<br />condensation to form.
<br />Insure that the structure Is square and true before beginning panel installation. If the structure is not square, the panels will not properly seal
<br />at the side laps. Green or damp lumber is not recommended. Moisture released from thedamp lumber may damage the metal panels. Remove
<br />any loose metal shavings left on roof surface immediately to prevent corrosion. Keep roof free of debris that could trap moisture on the metal,
<br />causing corrosion.
<br />Always wear heavy gloves when working with steel pant -is to avoid cuts from sharp edges. When power cutting or drilling steel panels, always
<br />wear safety glasses to prevent eye injury from flying metal fragments. If you must walk on a metal roof, take great care. Metal panels can
<br />becortie slippery, so always wear shoes with non slip soles. Avoid working on metal roof, during wet conditions when the panels can become
<br />extremely slippery. Walking or standing on a metal roof which does not have a plywood or other deck beneath it is not recommended. Now
<br />MCI, if you must do so, always walk on the purlins, never between. Do not, for any reason, walk on a roof made of naterial thiniier than 29
<br />gauge.
<br />If you wish to pre drill fastener holes, use a cover sheet to prevent hot metal
<br />shavings from sticking to panels. It is recommended that you cut panels upside
<br />down using a nibbler. For best results, use double washered wood screws, minimum
<br />of 1"long. Position screws as shown in Figure 1 below. Screws should be applied at
<br />every purlin. Do not overdrive the screw as this will form a dimple which can collect
<br />water and Gausu I(•.akayrr. Do not leave any loose screw that have missed the purlin.
<br />Remove the screw and seal the hole with butyl caulking or stitch screw. Do not
<br />apply screws through the anit-siphoning channel.
<br />x;
<br />I AS IENiN(. PATTERN FOR t -112" SCREWS - EAVE & ENDLAPS
<br />Underdriven
<br />Overdriven
<br />Correct
<br />_
<br />X
<br />7
<br />e
<br />v
<br />_-
<br />FASTFNING PATTERN FOR 1-ir'2"SCREWS-INTERMEDIATE
<br />-u•w.rv-
<br />antl:lla+onlrq
<br />d.:n"ra
<br />.rrr�r.1—rO�I�%
<br />cwn.
<br />Ia.•
<br />For best results, start siding at door, window, or other opening in the wall, Use corner trim or other standard trim for strong, neat edges.
<br />Slopes of less than 3" on 12" are not recommended. For slopes of Yon 12" or greater, end lap panels 6". Side laps should face away from the
<br />prevailing wind. Lay the first sheet along the eave at the down wind side of the roof, farthest away from the direction of the prevailing winds.
<br />Install streets in the sequence shown in Figure 3,always end lapping the upper panel on the top of the lower pastel.
<br />-11—.11V 1Harry—L—."t—W, VV —P4rrN Cutts.-3 ',q Lr JJ --,I.V PILYC11r Itra-1VIMUM If 1—aCCrUV11 Gl VFCI III 19a. IV
<br />protect against uplifting winds and to provide a finished appearance,apply rake trim or other standard gable trim. Apply fasteners every 6"-1 u"
<br />14"ridge cap is recommending to prevent leakage. Seal off ridge and panel using outside closure strip. Use of 3/8" butyl caulk tape is recom
<br />mended at all side laps, especially for more shallow roofs. Apply the tape as shown in Figure 2 (front) at all lap ribs. Do not block the siphon
<br />channel with the tape.
<br />• Dade County NOA #05 0919.07 - UL 790 Fire Resistance class 4
<br />• Florida Building Code Approval'#FL4586.1,#FL6144.3 - UL 2218Impact Resistance Class 4
<br />• Texas Department of Insurance Approval 0119 - UL 580 Uplift UL Class 90 CONSTRUCTION 11579
<br />Ma: imum purlin spacing for roof Yon center and maximum girt spacing for sidewall 3' on center. Place fasteners in the pan of panel for best
<br />results. (Three spans or more)
<br />LIVE LOAD (Ib/ft
<br />WIND LOAD (Ib/ft')
<br />SPAN (INCHES)
<br />12"
<br />15"
<br />18"
<br />21"
<br />24"
<br />2"
<br />15"
<br />18"
<br />21"
<br />24"
<br />30"
<br />( 36"
<br />29 Gauge
<br />146
<br />93
<br />64
<br />47
<br />36
<br />235161200
<br />128
<br />84
<br />65
<br />5U
<br />32
<br />22
<br />26 Gauge
<br />200
<br />128
<br />89
<br />65
<br />30
<br />67
<br />170
<br />118
<br />87
<br />1 66
<br />1 42
<br />1 29
<br />NOTES:
<br />1. Theoretical allowable loads are based on section properties and allowables calculated in accordance with 2U01 AISI Specifications.
<br />2. Theoretical allowable loads are based on three or more uniform spans.
<br />3. For roof panels, deduct self weight for actual live load' capacity of the panel.
<br />4. These loads are for panel strength. Frames, purlins, decks and fasteners must be designed to resist all loads imposed on the panel.
<br />5. (-heck local building codes if panel testing is required.
<br />It is the users responsib fifty to verity all zpplicable code requirements for the area.check all measuremerrts, and determine sui cab lity of product torlob, Implied vaarranties or merchantahi ay and rrtfws:
<br />fnr ryartir•ular r" irnnc" ary riicrlaimrd fnpyrir0 1�OR F.y Uninn fnrneral ir.rJ rornpany. At: rights rwvervr>d, PJo part r oRhis drrum:r.l nxy hrt• r�ar•rl nrr-d nr rliYrihnred in any fnrrn v.•hnrcntHar wFthnu t
<br />pr';ar mitten authorization.
<br />Rev 'I I/06
<br />o�
<br />DATE
<br />2/Oro /OS
<br />SCALE., �I PAGE
<br />"II/4 = I -O
<br />DESIGN SERVICES INC,
<br />F=-
<br />MOBILE/ OFFICE 352-206-582Z
<br />OFFICE FAX 352-588-2342
<br />' HANLEY P O BOX 1325 SAN ANTONIO
<br />FLA, 33516
<br />THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES
<br />NO LIABILITY INSURANCE AND THEREFOR AGREES TO
<br />HOLD HARMLESS, IDEMNIFY, AND DEFEND THE DESIGNER
<br />FROM ALL CLAIMS, LOSSES AND EXPENSES( INCLUDING
<br />ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM
<br />THE PROJECT, THE DESIGNER IN GOOD FAITH ATTEMPT TO
<br />PROVIDE ERROR FREE CONSTRUCTION DRAWINGS.
<br />IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT
<br />BE HELD LIABLE FOR THE COST OF THE REPAIRS OR
<br />DELAY TO THE JOB. THE CONTRACTOR NEEDS TO VERIFY
<br />AND UNDERSTAND ALL INFORMATION BEFORE BIDDING
<br />OR STARTING ANY WORK ON THE JOB,
<br />THE PLUMBING , ELECTRICAL AND MECHANICAL
<br />PARTS OF THE PLAN ARE NON-STRUCTURAL AND
<br />MAY BE ADJUSTED BY THE SUB -CONTRACTORS
<br />PERMITTED TO DO THE JOB. BUT THE CHANGES
<br />MUST MEET THE MINIMUM STANDARDS OF THE
<br />CURRENT FLORIDA BUILDING CODE. THESE CHANGES
<br />ARE NOT REQUIRED TO BE VERIFIED BY THE ENGINEER
<br />OF RECORD FOR THIS PLAN,
<br />SEE THE SiMPSON STRONG TIES CATALOG FOR ANY
<br />ADDITIONAL INFORMATION ON ANY OF THE SIMPSON
<br />FASTENERS SPECIFIED ON THIS PLAN.
<br />CATALOG C-2008 EFFECTIVE 1/ 1/ 08
<br />BECAUSE THIS iS AN ADDITION IT WILL BE THE
<br />RESPONSIBILITY OF ALL SUBS AND SUPPLIERS
<br />TO VERIFY ALL INFORMATION IN THE FIELD
<br />BEFORE ORDERING ANY MATERIAL OR STARTING
<br />ANY WORK, THE HOMEOWNER REQUIRES THAT
<br />THiS NEW ADDITION MATCHES THE EXISTNG HOUSE,
<br />IF ANY INFORMATION IS NOT ON THIS PLAN THE
<br />CONTRACTOR WILL NEED TO VERIFY THAT THE NEW
<br />WORK IS MATCHING THE EXISTING.
<br />RUDI' and KRISTI DOROUEE
<br />5014 12th STREET
<br />ZEPHYRHILLS, FLORIDA
<br />EAST PASCO COUNTY
<br />33$4
<br />z
<br />TOTAL NEW ADDITION
<br />DAVID W. SMITI-4, PP
<br />a,
<br />156 5F
<br />FLORIDA LiC.0 53,608
<br />352-521-0865 OFFICE 352-521-08ro-1 FAX.
<br />9909 WALLA5TON DRIVE DADE CiTY ,FLA. 33525
<br />I HEREBY CERTIFY THAT I HAVE REViEWED THIS
<br />PLAN AND FOUND IT TO BE IN COMPLIANCE WITH
<br />SECTION R-301 OF THE FLA. BUILDING CODE 2004
<br />ASCE 1 - 02 , THE 2005 AND THE 2006 SUPPLEMENT.
<br />THE WIND DESIGN PRESSURES ARE BASED ON
<br />A 120 MPH ( 3 SECOND GUST) WIND ZONE.
<br />DAViD W. SMITH PE * 53608
<br />
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