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VANWINKLE FIRE REPAIR
<br /> 1725 MAPLE ST . EVERETT , WA 98201
<br /> GENERAL NOTES:
<br /> FRAMING: SCOPE OF WORK:
<br /> 1. CONSTRUCTION SHALL CONFORM TO 2015 IRC & 2015 WSEC 1. FIRE AND DRAFT STOPS SHALL BE INSTALLED TO CUT OFF OPENINGS, HORIZONTAL
<br /> 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & DATUMS PRIOR TO COMENCING AND VERTICAL, BETWEEN FLOORS, ATTICS, ETC. AS INDICATED ON PLANS: o
<br /> WITH WORK AND 15 RESPONSIBLE FOR THEIR ACCURACY. 2. NAILING SHALL COMPLY WITH LATERAL SPEC. DEMOLISH AND RECONSTRUCT ROOF
<br /> 3. PROVIDE ONE-HOUR OCCUPANCY SEPARATION BETWEEN HOUSE AND GARAGE, 3. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT LESS THAN THE REPAIRS TO STRUCTURE DUE TO FIRE DAMAGE cc
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<br /> 5/8" DRYWALL, TAPED AND FINISHED. HOUSE DOOR FROM GARAGE SHALL BE 20 STUD SIZE ABOVE AND BE MIN. LENGTH OF 14" OR FRAMED STUD BLOCKING. REMOVE AND REPLACE BURNED SIDING AS REQ'D. a
<br /> MIN RATED, 1 3/8" MIN., SOLID CORE, SELF CLOSING W/ DRAFT CONTROL ASSEMBLY. N
<br /> WALLS GREATER IN HEIGHT THAN 4' SHALL BE FRAMED TO THE STUD SIZE o 0
<br /> 4. PROTECT TUB/SHOWER COMPARTMENTS WITH WATER RESISTENT BACKING TO A REQUIREMENT OF AN ADDITIONAL STORY. REMOVE AND REPLACE ALL INT. COVERINGS = CV
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<br /> HEIGHT OF 72" ABOVE DRAIN INLET.5. MAINTAIN 6'-8" MIN. HEADROOM AT STAIRS, 1 1/2" TO 2" CROSS-SECTIONAL 4. END BEARING OF WOOD MEMBERS SHALL HAVE SUFFICIENT BEARING AREA REMOVE AND REPLACE ALL FIXTURES o
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<br /> DIMENSION FOR HANDGRIP OF HANDRAIL, 34" TO 38" HEIGHT OF HANDRAIL. BASED ON ALLOWABLE VALUES FOR COMPRESSION PERPINDICULAR TO GRAIN. REMOVE AND REPLACE ALL APPLIANCES o 0
<br /> ABOVE STAIR NOSING. INSTALL FIRE BLOCKING AT MID STRINGER SPAN AND AT 5. PROVIDE SOLID BLOCKING OVER LOAD BEARING PARTITIONS, WALLS AND BEAMS. REMOVE AND REPLACE ALL WINDOWS AND DOORS
<br /> WALL ALONG STRINGER. SHEATH WALLS AND SOFFITS OF USABLE SPACE UNDER 6. ANCHOR COLUMNS AND POSTS AT TOP AND BOTTOM WITH A POSITIVE AND •�
<br /> STAIRS WITH 5/8" GWB, TYPE "X" DIRECT CONNECTION FOR UPLIFT AND LATERAL FORCES. SITE ADDRESS: -, o
<br /> 6. PROVIDE ATTIC VENTILATION OF ONE 50. FT. FOR EVERY 300 5Q. FT. OF ATTIC 7. ALL WOOD EXPOSED TO THE WEATHER SHALL BE PRESSURE TREATED, OR CEDAR. 1725 MAPLE ST. coN
<br /> AREA: 1/2 IN SOFFIT AND 1/2 IN ROOF, 3'-0" MIN. ABOVE PLATE LINE. PROVIDE
<br /> 8. PROVIDE GUARDRAILS 36" H. MIN., WHEN DECKS AND PORCHES ARE MORE THAN EVERETT, WA 98201 12 0 0 0
<br /> VENTILATION TO EACH RAFTER SPACE. 30" ABOVE GRADE. SPACE INTERMEDIATE SUPPORTS SO A SPHERE 4" IN APN: CO o 0
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<br /> 7. PROVIDE ATTIC ACCESS, 22" X 30" MIN., WHERE 30" MIN. HEADROOM. DIAMETER CANNOT PASS THROUGH, TOP RAIL SHALL WITHSTAND A HORIZONTAL 00605400400300
<br /> 8. EVERY ATTEMPT HAS BEEN MADE TO INSURE THE ACCURACY FORCE OF 20 PLF APPLIED AT RIGHT ANGLES TO THE RAIL. DOC/MIMS AND ELECTRONIC DEWS COMING 9PEdFlOATONB AID OTIES
<br /> 9. ATTACH JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON 'U' SERIES OR LEGAL: PRO °`TET TFE MCI T
<br /> FURNEHEO
<br /> OF THESE DOCUMENTS, SITE CONDITIONS, PRODUCT AVAILABILITY, 0TM%RSERVED OWStICEVH ARCHITECT
<br /> IPECEI ALL FCC M LAW,STATUTORY AIM
<br /> APPROVEDEQUAL.. O7ei '�"".'U'°'"° FYIBUT
<br /> ETC. ALL INFORMATION LISTED ABOVE MUST BE VERIFIED PRIOR TO VICTORY ADD TO EVERETT WI ER DOW/EATS AND EOFlOATONS
<br /> AM OVER OCO/N NNL AND TAT 1T10N10 DATA
<br /> CONSTRUCTION AND FABRICATION. ANY CHANGES OR DEFICIENCIES BLK 004 D-00 - LOT 3 MALL NOT BE USED BY VEW PURCHASERS ICH
<br /> OTNFA61 ON°TNETs PNOECT6,FOR ADDITIONS TO
<br /> ON OR TO THE PLANS MUST BE TRANSMITTED TO WOODWAY HOMES HEATING: •
<br /> PImJECT BT OTIUE,EXCEPT 9T AOIEEMENT
<br /> N WARN AND WtiN APPFWPIrATE
<br /> cwEesATwN TO THE APCH1ECf.
<br /> FOR WRITTEN APPROVAL. 1. HEATING SYSTEM SHALL BE CAPABLE OF MAINTAINING 70* FAT 3 FEET ABOVE '
<br /> 9. INDICATED HARDWARE TO BE SIMPSON PRODUCTS, OR EQUALS. '
<br /> 10. THESE DRAWINGS ARE "AS-BUILT" DRAWINGS AND MAY NOT REFLECT FLOOR IN HABITABLE ROOMS WHEN OUTSIDE TEMP. IS AS SHOWN IN SEC. 304
<br /> EXACT MEASUREMENTS. CONTRACTORS AND SUBS TO FIELD VERIFY. WSEC.
<br /> 2. FUEL BURNING EQUIPEMENT LOCATED WITHIN THE BUILDING ENVELOPE SHALL NI; REGISTERED
<br /> FOUNDATION OBTAIN COMBUSTION AIR FROM OUTDOORS PER SEC. R1006 & G2407 IRC ARCHITECT
<br /> 1 . FOUNDATION DESIGN BASED ON SOIL BEARING CAPACITY OF 1500 PSF UNLESS 3. EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A ' aA, 0 el'
<br /> OTHERWISE NOTED IN REGISTERED SOILS ENGINEER REPORT. ALL FOOTINGS VENTING SYSTEM COMPLYING WITH SEC. M1507, TABLE M1506.2, M1507.4, IRC OWNER: ,•-^ / `vhz# r.4-'
<br /> SHALL BE PLACED ON FIRM, UNDISTURBED SOIL OR COMPACTED SOIL OF 1500 P5F 4. DUCTWORK THRU GARAGE/HOUSE WALL TO BE 26 GA. MIN. NORA C. VANWINKLE DEAN C DARIOTIS
<br /> ISTATE OF WASHINGTON
<br /> MIN. BEARING CAPACITY. 1725 MAPLE ST.
<br /> 2. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. PLUMBING: EVERETT, WA 98201
<br /> 3. PROVIDE 18" MIN. CRAWL SPACE UNDER FLOOR JOISTS AND 12" MIN. UNDER BEAMS 1. PLUMBING SHALL CONFORM TO CURRENT PLUMBING CODE. CONTRACTOR:
<br /> 4. INSTALL CRAWL SPACE ACCESS, 18" X 24" MIN. 2. WATER HAMMER ARRESTERS SHALL BE INSTALLED PER UPC 609.10
<br /> 5. PROVIDE CRAWL SPACE VENTILATION OF ONE SQ. FOOT PER 150 SQ. FOOT OF CRAWL SPACE STATEWIDE RESTORATION, INC
<br /> 6. MAINTAIN MIN. 6" CLEAR FROM GROUND & 2" FROM CONC. SLABS TO TOP OF FNDN. GLAZING: 13450 NE 177TH PL o
<br /> WOODINVILLE, WA 98072 N
<br /> 1. GLAZING SUBJECT TO HUMAN IMPACT SHALL COMPLY WITH CURRENT CODES C� N
<br /> CONCRETE LABEL GLASS TO SHOW COMPLIANCE. EXCEPTIONS INCLUDE GLAZING IN 425.829.4050 o
<br /> 1. PROVIDE CONCRETE OF 3000 PSI MIN. COMPRESSIVE STRENGTH AFTER 28 DAYS. RAILINGS. STATERI866KH a
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<br /> 5 1/2 SACKS OF CEMENT PER CU. YD. AND 6 GAL. OF WATER, MAX., PER SACK OF 2. SAFETY GLASS OR APPROVED EQUAL SHALL BE USED IN FOLLOWING: THE BUILDING ADDRESS SHALL BE POSTED -6 @�
<br /> CEMENT. SLUMP SHALL NOT EXCEED 4" A. INGRESS/EGRESS DOORS IN SUCH A WAY AS TO BE PLAINLY VISIBLE AND LEGIBLE
<br /> 2, CONCRETE SHALL BE AIR ENTRAINED 5 /° TO 7/o WHERE EXPOSED TO WEATHER. g N
<br /> B. DOORS AND ENCLOSURES OF CUBS AND SHOWERS, INCLUDING WINDOWS Z o w
<br /> 3. FASTNERS INTO P.T. WOOD TO BE HOT-DIPPED GALV. FROM THE STREET. THE ADDRESS SHALL BE POSTED
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<br /> WITHIN 60" ABOVE DRAIN INLET. PRIOR TO REQUESTING ANY INSPECTIONS. E s rn
<br /> REINFORCING STEEL C. GLAZING WITHIN 18" OF FLOOR. 0 0
<br /> 1. USE GRADE 40 DEFORMED BARS IN ACCORDANCE WITH ASTM A615. D. GLAZING WITHIN 24" OF DOOR OPENING AND ALSO WITHIN 60" OF CLIMATIC & GEOLOGICAL INFORMATION: O
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<br /> WALKING SURFACE. ROOF SNOW LOAD - 25 PSF DEAD LOAD - 10 PSF W" � ,� �
<br /> 2, REINFORCE SLABS AND SIDEWALLKS WITH 6 x 6 10/10 WWM AS REQUIRED. 3. SKYLIGHTS SHALL MEET REQUIREMENTS OF CURRENT CODES AND SHALL BE OF WIND SPEED - Vs-SEC = 110 MPH o
<br /> 3. CONCRETE COVER SHALL BE 3" MIN. FOR CONCRETE CAST AGAINST AND LAMINATED GLASS OR APPROVED EQUAL.
<br /> PERMANENTLY EXPOSED TO EARTH. IRC R403.1.3.5. TOPOGRAPHIC EFFECTS: S cc) gN
<br /> DIRECTIONALITY COEFFICIENT (Kd) 0.85
<br /> 4. FOR CONCRETE EXPOSED TO EARTH OR WEATHER MIN. COVER SHALL BE 1 1/2" FOR WSEC: - o Q
<br /> #5 BAR OR SMALLER, 2" FOR #6 BAR OR LARGER, IRC R403.1 .3.5.3 Kz DOORS, WEATHER STRIPPED AND Zgt 1200.000 a '� M
<br /> 1. INSULATE ATTIC AND CRAWL SPACE ACCESS 1.000 0 W N
<br /> LUMBER INSULATED TO R VALUE OF SURROUNDING SURFACES. a - 7N.
<br /> 1. STUDS, JOISTS AND RAFTERS: HEM-FIR #2, BASE VALUE 75Fv, 850Fb, 1,300,000 E 2. INSTALL INSULATION BAFFLES AT CEILINGS/ATTICS TO MAINTAIN 1" OF SEISMIC DESIGN CATEGORY - D2 5 W
<br /> - OF #2, BASE VALUE 95Fv, 875Fb, 1,600,000E VENTILATION. EXTEND VERTICALLY 6" ABOVE GATT INSULATION AND 12" 0.2 SEC. SPECTRAL RESPONSE ACC. - 5s = 126.5%
<br /> 2. BEAMS AND HEADERS: 41-0
<br /> 6" - DF #1, SASE VALUE 85Fv, 1350Fb, 1,600,00 E ABOVE LOOSE FILL. 1 SEC. SPECTRAL RESPONSE ACC. - 51 = 48.2/°
<br /> 3. ALL FACED INSULATION SHALL BE FACE STAPLED. RESPONSE MODIFICATION FACTOR, R - 6.5 = �-
<br /> 3. POSTS AND TIMBER: DF #1, 4x__ 1450Fc, 1,700,00E DF #1, 6x__ 1000Fc, 1,600,00E 4. PLACE FOUNDATION VENTS BELOW LOWER SURFACE OF FLOOR INSULATION. DEFLECTION AMPLIFICATION FACTOR - 4
<br /> 4. GLUE LAMINATED TIMBER: 24F V4 DF/DF 165Fv 2400F17 1,800,000E 5. INSTALL VAPOR RETARDER ON WARM SIDE OF INSULATION IN FLOORS BETWEEN LONG-PERIOD TRANSITION PERIOD (SEC) - 6
<br /> DESIGN LOADS: CONDITIONED AND UNCONDITIONED SPACES. SYSTEM OVERSTRENGTH FACTOR, 0 - 2.5
<br /> 6. INSTALL VAPOR BARRIER AT ROOF/CEILING ASSEMBLY WHERE VENTILATION
<br /> 1. ROOF: 10 P5F DL, 25 PSF LL, 35 PSF TL SPACE ABOVE INSULATION IS LESS THAN 12" AVERAGE. WEATHERING - MODERATE
<br /> 2. TILE ROOF: 20 PSF DL, 25 PSF LL, 45 P5F IL 7. INSTALL VAPOR RETARDER IN WALLS SEPARATING CONDITIONED AND FROST LINE DEPTH - 18"
<br /> 3. FLOOR: 10 PSF DL, 40 P5F LL, 50 PSF TL UNCONDITIONED SPACES. TERMITE DECAY - MODERATE TO HEAVY
<br /> 4. DECK: 10 PSF DL, 60 P5F LL, 70 PSF TL S. LAY GROUND COVER OF 6 MIL. BLACK POLY OR APPROVED EQUAL WITHIN OUTSIDE
<br /> DESIGN
<br /> TEMP. - HEAT - 27 DEG F
<br /> 5. CEILING: 5 PSF DL, 10 PSF LL, 15 PSF TL CRAWL SPACE. LAP JOINTS 12" MIN. AND EXTEND TO FOUNDATION WALL. ICE BARRIER UNDERLAYMENT REQUIRED - NO
<br /> SOIL EQUIVALENT FLUID PRESSURE: 35 P5F 9. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN FLOOD HAZARDS -
<br /> ROOF TRUSSES: WALLS AND FOUNDATION, BETWEEN ROOF AND WALL PANELS, OPENINGS AT AIR FREEZING INDEX - 350
<br /> PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS, ROOFS AND MEAN ANUAL TEMP. - 50.0 DEG F
<br /> 1. TRUSS DESIGN SHALL BE STAMPED BY A WASHINGTON STATE ALL OTHER OPENINGS IN BUILDING ENVELOPE SHALL BE SEALED, CAULKED,
<br /> STRUCTURAL ENGINEER. EACH TRUSS SHALL BEAR QUALITY CONTROL STAMP, GASKETED OR WEATHER STRIPPED.
<br /> MFG. PLANT, DESIGN LOAD AND MAX. SPACING. 10. INSULATE HEATING DUCTS IN UNCONDITIONED SPACES TO RS MIN. THE MNFG'S INSTALLATION INSTRUCTIONS SHALL
<br /> 2. THE TRUSS LIVE LOADING SHALL BE PER IRC SEC. 301.5 AND TABLE 301.5. ESPECIALLY 11. INSULATE NON-CIRCULATING HOT AND COLD WATER PIPES IN UNCONDITIONED BE AVAILABLE ON THE JOB SITE AT THE TIME OF
<br /> NOTING FOOTNOTES b AND g. SPACES TO R3 MIN. COLD AND R4 MIN. HOT. INSPECTION, FOR THE INSPECTOR'S USE AND REFERENCE. (I)
<br /> 3• SNOW LOADING SHALL BE PER WASHINGTON ASSOCIATION OF BUILDING OFFICIALS 12, PROVIDE SHOWERS & KITCHEN SINK WITH FLOW RESTRICTORS TO 1.75 GPM LIMIT. ALL WOOD IN CONTACT WITH CONCRETE SHALL z
<br /> WHITE PAPER 5-2010, OR BY IRC SEC. 301.2.3 13. FOLLOW MIN. PRESCRIPTIVE REQUIREMENTS, WASHINGTON STATE ENERGY CODE. AL PRESERVATIVE CO AWITH
<br /> TREATED WOOD IN ACCORDANCE Z
<br /> 4. THE TRUSS DESIGN SHALL BE PER IRC SEC. 502.11.1 14. PROVIDE PERMANENT CERTIFICATE POSTED IN FURNACE ROOM LISTING WITH AWPA U1 AND M4 STANDARDS. 0 Q
<br /> AND 802.10.2, ESPECIALLY INDICATING THE TRUSS INSULATION LEVELS OF CEILING, FLOORS & WALLS, WINDOWS & AIR LEAKAGE TESTING FASTENERS INSTALLED IN PRESERVATIVE AND FIRE I,,,_
<br /> DESIGN AND MNFG. SHALL BE PER ANSI/TM1.
<br /> 5. THE TRUSS TEMPORARY AND PERMANENT BRACING VENTILATION - M1507.3.4: RETARDANT TREATED WOOD SHALL BE HOT DIPPED
<br /> SHALL BE PER (BC SEC. 502.11 .2 AND 802.10.3 AS WELL AS 1 , EXHAUST FANS SHALL HAVE A FLOW RATING AT 0.25 INCHES WATER GAUGE WEIGHT COMPLYING WITH ASTM A 138.ZINC-COATED GALVANIZED WITH A MINIMUM COATING Q I-
<br /> THE TRUSS PLATE INSTITUTE'S BUILDING COMPONENT SAFETY INFORMATION. AS SPECIFIED IN TABLE M1507.3.3(1) IRC, MULTIPLIED BY THE FACTOR FROM Z 0_ LLI
<br /> 6. TRUSS ALTERATIONS SHALL NOT OCCUR UNLESS UNDER THE TABLE M1507.3.3(2) CC
<br /> APPROVAL OF A DESIGN PROFESSIONAL AS INDICATED IN IRC SEC. 502.11.3 AND 802.10.4. 2. EXHAUST FANS MUST DELIVER FLOWS At .25" W.G. AND 1.0 SONES MAX. 0 CC Lij
<br /> 7. TRUSS DRAWINGS SHALL BE SUBMITTED TO THE BLDG. OFFICIAL WITH TRUSS SHIPMENT AJ102.4,3 & R310.2.5 2015 IRC:
<br /> 3. BATH/UTILITY EXHAUST FANS MUST DELIVER 50 CFM MIN. AT .25" W.G., w/ SWITCH OR TIMER
<br /> AND APPROVED PRIOR TO INSTALLATION, PER 2015 IRC SEC. 502.11 .4 AND 802.10.1 W W
<br /> TRUSS DESIGN DRAWINGS SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING INFORMATION: 4. KITCHEN EXHAUST FAN SHALL DELIVER 100 CFM MIN. AT .25" W.G., w/ SWITCH OR TIMER �_
<br /> WHERE WINDOWS ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE
<br /> SLOPE OR DEPTH, SPAN AND SPACING. LOCATION OF ALL JOINTS.REQUIRED BEARING WIDTHS. 5. ALL VENTILATION DUCTS SHALL TERMINATE OUTSIDE OF BUILDING, INSTALL AND RESCUE OPENINGS, REPLACEMENT WINDOWS SHALL I-1- ~
<br /> BACK DRAFT DAMPERS IN SYSTEMS DESIGNED TO OPERATE INTERMITTENLY. BE EXEMPT FROM THE AXIMUM SILL HEIGHT REQUIREMENTS AND MIN. OPENING _J O7
<br /> DESIGN LOADS A5 APPLICABLE: ' W
<br /> TOP CHORD LIVE LOAD AS PER SEC, R301,6. TOP CHORD DEAD LOAD. EXHAUST DUCTS IN UNCONDITIONED SPACES AND SUPPLY DUCTS IN AREAS, AS LONG AS THE REPLACEMENT WINDOW 15 NOT PART OF CHANGE OF OCCUPANCY Q _l J( ) CONDITIONED SPACES SHALL BE INSULATED TO R4 MIN.
<br /> BET. CHORD LIVE LOAD, BET. CHORD DEAD LOAD, 6. CONTROLS SHALL BE READILY ACCESSIBLE TO OCCUPANT & OPERATE CONT. OR INTERMIT. CC
<br /> CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ° ENERGY CODE REQUIREMENTS - SEE ALSO COMPLIANCE WORKSHEET: z �'
<br /> CONTROLLING WIND AND EARTHQUAKE LOADS. PROVIDE OPERATING INSTRUCTIONS TO OCCUPANT. OPERATE MIN. 1HR/4HR. INITIAL SET C@ 50%. ENERGY CREDITS: Q
<br /> 7. PROVIDE 24 HR CONTROL TIMER ON 100CFM FAN, OPERABLE AUTOMATICALLY.
<br /> ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. 1.0 SONES MAX., LOCATED IN EITHER MECHANICAL ROOM OR BATHROOM Z
<br /> EACH REACTION FORCE AND DIRECTION. JOINT CONNECTOR TYPE AND DESCRIPTION, SUCH A5 24 HR TIMER TO BE READILY ACCESSIBLE & CAPABLE OF • W Z 10
<br /> SIZE, THICKNESS OR GAGE, AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT OPERATING THE WHOLE HOUSE FAN WITHOUT ENERGIZING •
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<br /> &ERE SYMMETRICALLY LOCATED RELATIVE TO THE JOINT INTERFACE.
<br /> W� OTHER ENERGY-CONSUMING DEVICES. SET TIMER TO OPERATE WINDOWS TO BE U-0.30 MAX.
<br /> JMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. CONNECTION REQUIREMENTS FOR TRUSS-TO-GIRDER BEL TO THE CONTROL STATING
<br /> LUUSS PLY-TO-PLY, FIELD SPLICES. CALCULATED DEFLECTION RATIO AND/ORS AT LEAST 16 HOURS A DAY. AFFIXE A LpXTING INSTRUCTIONS)" DOORS TO BE U-0.30 MAX.
<br /> TRIP TOTAL LOAD. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMMAXIMUM DESCRIPTION FOR LIVE "WHOLE HOUSE VENTILATION (SEE OPER
<br /> Ah_SIGNER TO DESIGN THE SIZE, CONNECTIONS AND ANCHORAGE OF THE PERIBERS TO ENABLE THE BUILDING 8 PROVIDE EACH HABITABLE SPACE WIT OPERABLE WINDOWS, MIN. 4 SQ. INCHES / 10 CFM REQ..
<br /> D6ACING. FORCES SHALL BE SHOWN ON THE TRUSS DRAWING OR ON SUPPLEIMANENT CONTINUOUS LATERAL ALL HABITABLE ROOMS AND
<br /> OR HEATING SYSTEM TO BE DUCTED TO
<br /> MANENT TRUSS MEMBER BRACING LOCATION. MENTAL DOCUMENTS. REQUIRED OVE FLOORING. Page .
<br /> BAR DOORS TO BE UNDERCUT TO 1/2 MIN. A
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