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Permit N: 82307-055 ROLLED PLANS
<br /> Site Address: 306 88TH Sr SE
<br /> Owner: DRISCOLL FRANCIS M&MARGARET L
<br /> I�E(C E O V E O `P Date: RESIDENTIAL
<br /> Illluu(1/1�C lvi�C �C 7/25/2023
<br /> Permit Type: RESIDENTIAL BUILDING
<br /> Subtype: RESIDENTIALALTERATION(REMODEL,
<br /> JUL 25 2023 REPAIR,ADDITION)
<br /> F K A N K D K 1 5 G 0 L L F I K E K E F I Description: REPAIRSFRDUE TO FIRE DAMAGE.GUTTO
<br /> CITY OF EVERETT STUDS,REPLACE TRUSSES 1 Permit Services Reviewed By: 1��_Date: «�yJ
<br /> 506 88TH ST SE EVERETT, WA 98208 Office Set _lob Site Set
<br /> GENERAL NOTES: SCOPE OF WORK:
<br /> FRAMING:CONSTRUCTION SHALL CONFORM TO 2018 IRC &2018 WSEC, WITH AS INDICATED ON PLANS
<br /> 2 MENTS. REPAIR TO 5FR DUE TO FIRE
<br /> 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & DATUMS PRIOR TO COMEN COMENGING 1. FIRE AND DRAFT STOPS SHALL BE INSTALLED TO CUT OFF OPENINGS, HORIZONTAL
<br /> .WITH WORK AND IS RESPONSIBLE FOR THEIR ACCURACY. REMOVE AND REPLACE (6) TRUSSES AND OVERFRAMING
<br /> AND VERTICAL, BETWEEN FLOORS, ATTICS, ETC. NEW INTERIOR FINISHES
<br /> 3. PROVIDE ONE-HOUR OCCUPANCY 5EPARATION BETWEEN HOUSE AND GARAGE, 2. NAILING SHALL.COMPLY WITH LATERAL SPEC.
<br /> 5/8" DRYWALL, TAPED AND FINISHED. HOUSE DOOR FROM GARAGE SHALL BE 20 3. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT LESS THAN THE APPROVED
<br /> MIN RATED, 1 3/8" MIN., SOLID CORE, SELF CLOSING W/ DRAFT CONTROL ASSEMBLY. STUD SIZE ABOVE AND BE MIN. LENGTH OF 14", OR FRAMED STUD BLOCKING. Office of Community,Planning 6Economc DevebpmeM
<br /> 4. PROTECT TUB/SHOWER COMPARTMENTS WITH WATER RE515TENT BACKING TO A WALLS GREATER IN HEIGHT THAN 4' SHALL BE FRAMED TO THE STUD SIZE NEW WIRING NEW FIXTURES AND APPLIANCES PLANNING DEPARTMENT
<br /> HEIGHT OF 72" ABOVE DRAIN INLET.
<br /> REQUIREMENT OF AN ADDITIONAL STORY. NEW INSULATION NEW WINDOWS
<br /> 5. MAINTAIN 6'-6" MIN. HEADROOM AT STAIRS, 1 1/2" TO 2" CRO59-SECTIONAL 4. END BEARING OF WOOD MEMBERS SHALL HAVE SUFFICIENT BEARING AREA
<br /> Name
<br /> DIMENSION FOR HANDGRIP OF HANDRAIL, 34" TO 38" HEIGHT OF HANDRAIL. BASED ON ALLOWABLE VALUES FOR COMPRESSION PERPINDICULAR TO GRAIN. `aKL/'�ryDATE: 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.
<br /> WALL ALONG 5TRINGER. 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. 51TE ADDPE55: CITY OF EVERETT
<br /> SE
<br /> 6. PROVIDE ATTIC VENTILATION OF ONE SQ. FT. FOR EVERY�36L0I Q. FT. OF ATTIC `RLp �'Z I IU���' 8. PROVIDE GUARDRAILSO 6"EH. MIN., AND PORCHES ARLL DE PRE55URE SE MORE THAN 300 8437HST 98208 REViEVIIMD FOR PERMIT7. ALL WOOD EXPOSED V
<br /> AREA: 1/2 IN SOFFIT AND 1/2 IN ROOF, 3'-0" MIN. ABOVE PLATE LINE. PROVIDE pw AdditionalPermilsAreRequired o "s
<br /> VENTILATION TO EACH RAFTER SPACE. �hl� 30" ABOVE GRADE. SPACE INTERMEDIATE SUPPORTS 50 A SPHERE 4" INn
<br /> 7. PROVIDE ATTIC ACCESS, 22" X 30" MIN., WHERE 30" MIN. HEADROOM. y" DIAMETER CANNOT PASS THROUGH. TOP RAIL SHALL WITHSTAND A HORIZONTAL APN: For This Project To Include:
<br /> 8. EVERY ATTEMPT HAS BEEN MADE TO INSURE THE ACCURACY C,,f l7W 1� FORCE OF 20 PLF APPLIED AT RIGHT ANGLES TO THE RAIL. 28051800204800 Sprinkler
<br /> OF THESE DOCUMENTS, SITE CONDITIONS, PRODUCT AVAILABILITY, 9. ATTACH JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON 'U' SERIES OR S LEGAL: t] Plumbing ❑ P „
<br /> ETC. ALL INFORMATION LISTED ABOVE MUST BE VERIFIED PRIOR TO APPROVED EQUAL.. SEC 18 TWP 28 RGE 05THE W 72FT OF E 15OFT "S Mechanica ❑Fire Alarm
<br /> CONSTRUCTION AND FABRICATION. ANY CHANGES OR DEFICIENCIES � ( I
<br /> OF THAT PTN GOVT. LOT 2 DAF • BEG NW COP GOVT dµl, •����•+
<br /> ON OR TO THE PLANS MUST BE TRANSMITTED TO WOODWAY HOMES HEATING: LOT 2 TH 588.50 56E ALG N LN 5D GOVT LOT 2 FOR �] Electrical VPM'( atti^•
<br /> FOR WRITTEN APPROVAL. 30.01FT TH 500'29 40W ALG E LN 3RD AVE AS NOW ESTABLISHED FOR 20 DR M �s�'
<br /> . ABOVE TO TP13TH CONT 500.29 40W 134.34 TO N LN PLAT OF HOLLY 0
<br /> 9. INDICATED HARDWARE TO BE 51MPS PRODUCTS, EQUALS. 1 HEATING SYSTEM SHALL BE CAPABLE OF MAINTAINING 70' F AT 3 FEET D PLAT FOR 334.47FT TO W LN PLAT OF CASCADE ��� 0cL
<br /> 10. THESE DRAWINGS ARE "AS-BUILT" DRAWINGS AND MAY NOT REFLECT FLOOR IN HABITABLE ROOMS WHEN OUTSIDE TEMP. 15 A5 SHOWN IN SEC. 304 CRE5T TH E ALG N LN 5
<br /> EXACT MEASUREMENTS. CONTRACTORS AND 9UB5 TO FIELD VERIFY. WSEC. MOUNTAIN VIEW ADDITIONDIV NO 2 TH N ALG W LN 50
<br /> FOUNDATION 2. FUEL BURNING EQUIPEMENT LOCATED WITHIN THE BUILDING ENVELOPE SHALL PLAT FOR 127.65FT TAP 2OFT 5 OF ea REGISTERED
<br /> OBTAIN COMBUSTION AIR FROM OUTDOORS PER SEC. R1006 &G2407 IRC N LN 5D GOVT LOT 2 TH N88'50 56W HITECT
<br /> 1. FOUNDATION DESIGN 3A5ED ON SOIL BEARING CAPACITY OF 1500 PSF UNLESS 3. EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A &PLT BD N LN FOR 535.54FT TO TP5
<br /> OTHERWISE NOTED IN REGISTERED SOILS ENGINEER REPORT. ALL FOOTINGS VENTING SYSTEM COMPLYING WITH SEC. M1507, TABLE M1506.2, M1D07.4. IRC OWNER:
<br /> SHALL BE PLACED ON FIRM, UNDISTURBED 501L OR COMPACTED SOIL OF 1500 P5F 4. DUCTWORK THRU GARAGE/HOUSE WALL TO BE 26 GA. MIN. FRANCIS M DR15COLL pEAN C. pgp.T
<br /> MIN.SEARING CAPACITY. 306 68TH ST 5E STATE OF WAS NOTON
<br /> 2. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PREA5URE TREATED. PLUMBING: EVERETT, WA 98208
<br /> 3. PROVIDE 18" MIN. CRAWL SPACE UNDER FLOOR J015TB AND 12" MIN. UNDER BEAMS 1. PLUMBING SHALL CONFORM TO CURRENT PLUMBING CODE.
<br /> 4. INSTALL CRAWL SPACE ACCESS, 18"X 24" MIN. 2. WATER HAMMER ARRESTERS SHALL BE INSTALLED PER UPC 609.10 CONTRACTOR:
<br /> 5. PROVIDE CRAWL SPACE VENTILATION OF ONE 5Q, FOOT PER 150 50. FOOT OF CRAWL SPACE GOLDEN COAST CON5TRUCTION & RESTORATION NW
<br /> 6. MAINTAIN MIN. 6" CLEAR FROM GROUND &2" FROM GONG. $LABS TO TOP OF FNDN. GLAZING. 1201 MONSTER RD
<br /> 1. GLAZING 5UBJECT TO HUMAN IMPACT SHALL COMPLY WITH CURRENT CODES RENTON, WA 98057 ti
<br /> CONCRETE LABEL GLASS TO SHOW COMPLIANCE. EXCEPTIONS INCLUDE GLAZING IN 206 888-7240 V
<br /> 1. PROVIDE CONCRETE OF 2500 PSI MIN. COMPRESSIVE STRENGTH AFTER 28 DAYS. RAILINGS. GOLDECC8091`1
<br /> 5 1/2 SACKS OF CEMENT PER CU.YD. AND 6 GAL. OF WATER, MAX., PER SACK OF 2. SAFETY GLA55 OR APPROVED EQUAL SHALL BE USED IN FOLLOWING:
<br /> CEMENT. SLUMP SHALL NOT EXCEED 4" A. INGRESS/EGRESS DOORS THE BUILDING ADDRESS SHALL BE POSTED N
<br /> 2. CONCRETE SHALL BE AIR ENTRAINED 5% TO 7% WHERE EXPOSED TO WEATHER. IN SUCH A WAY AS TO BE PLAINLY VISIBLE AND LEGIBLE M 'N
<br /> B. DOORS AND ENCLOSURES OF TU65 AND SHOWERS, INCLUDING WINDOWS N o 0
<br /> 3. FASTNERS INTO P.T. WOOD TO BE HOT-DIPPED GALV. WITHIN 60" [)
<br /> PAIN RAIN INLET. FROM THE STREET. THE ADDRESS SHALL BE POSTED E. .�
<br /> PRIOR TO REQUESTING ANY INSPECTIONS.
<br /> REINFORCING STEEL C. GLAZING WITHIN 18" OF FLOOR. p �d
<br /> D. GLAZING WITHIN 24" OF DOOR OPENING AND AL50 WITHIN 60" OF = 3
<br /> 1. USE GRADE 40 DEFORMED BAR5 IN ACCORDANCE WITH ASTM A615. CLIMATIC &GEOLOGICAL INFORMATION:
<br /> 2. REINFORCE SLABS AND SIDEWALLK5 WITH 6 x 6 10/10 WWM AS REQUIRED. WALKING SURFACE. ROOF SNOW LOAD - 25 P5F, DEAD LOAD - 10 PSF a m
<br /> 3. CONCRETE COVER SHALL BE 3" MIN. FOR CONCRETE CAST AGAINST AND 3. SKYLIGHTS SHALL MEET REQUIREMENTS OF CURRENT CODES AND SHALL BE OF WIND SPEED - Vs-5EC = 110 MPH CU
<br /> LAMINATED GLA55 OR APPROVED EQUAL.
<br /> PERMANENTLY EXPOSED TO EARTH. IRC R403.1.3.5. TOPOGRAPHIC EFFECTS: NO o
<br /> 4. FOR CONCRETE EXPOSED TO EARTH OR WEATHER MIN. COVER SHALL BE 1 1/2" FOR W5EC: DIRECTIONALITY COEFFICIENT (Kd) - 0.85 o
<br /> #5 BAR OR SMALLER, 2" FOR #6 BAR OR LARGER, IRC R403.1.3.5.3 Kzt- 2.000 c0 �1,CID
<br /> LUMBER 1. INSULATE ATTIC AND CRAWL SPACE ACCESS DOORS, WEATHER STRIPPED AND Zg - 1200.000
<br /> INSULATED TO R VALUE OF SURROUNDING SURFACES. a - 7 gp
<br /> 1. STUDS, J015T5 AND RAFTERS:HEM-FIR#2, BASE VALUE 75Fv, 850Fy, 1,300,000 E 2. INSTALL INSULATION BAFFLES AT CEILINGS/ATTICS TO MAINTAIN 1" OF SEISMIC DESIGN CATEGORY- D2 30:p
<br /> 2. BEAMS AND HEADER5:4" - DF #2, BASE VALUE 95Fv, 675Fb, 1,600,000 E VENTILATION. EXTEND VERTICALLY 6" ABOVE GATT INSULATION AND 12" 0.2 SEC. SPECTRAL RE5PON5E ACC. - Ss = 135.8% h
<br /> 6" DF #1, 15A5E VALUE 85Fv, 135OFb, 1,000,00 E ABOVE L005E FILL. 1 SEC. SPECTRAL RESPONSE ACC. - S1 = 48.2%
<br /> 3. POSTS AND TIMBER: DF #1, 4x__ 1450Fc, 1,700,00 E DF #1, 6x__ 1000Fc, 1,600,00 E 3. ALL FACED INSULATION SHALL BE FACE STAPLED. RESPONSE MODIFICATION FACTOR, R - 6.5 =
<br /> 4, GLUE LAMINATED TIMBER: 24F V4 DF/DF 165Fv 2400Fb 1,800,000E 4. PLACE FOUNDATION VENTS BELOW LOWER SURFACE OF FLOOR INSULATION. DEFLECTION AMPLIFICATION FACTOR- 4
<br /> 5. INSTALL VAPOR RETARDER ON WARM SIDE OF INSULATION IN FLOORS BETWEEN LONG-PERIOD TRANSITION PERIOD (SEC) - 6
<br /> DE51GN LOA05: CONDITIONED AND UNCONDITIONED SPACES. SYSTEM OVER5TRENGTH FACTOR, 0 - 2.5
<br /> 6. INSTALL VAPOR BARRIER AT ROOF/CEILING ASSEMBLY WHERE VENTILATION
<br /> 1. ROOF: 10 P5F OL, 25 P5F LL, 35 P5F TL SPACE ABOVE INSULATION IS LESS THAN 12" AVERAGE. WEATHERING - MODERATE TO SEVERE
<br /> 2. TILE ROOF: 20 P5F DL, 25 PSF LL, 45 PSF TL 7. INSTALL VAPOR RETARDER IN WALLS SEPARATING CONDITIONED AND FR05T LINE DEPTH - 18"
<br /> 3. FLOOR: 10 P5F DL, 40 115F LL, 50 PSF TL UNCONDITIONED SPACES. TERMITE DECAY- MODERATE
<br /> 4. DECK: 10 PSF OL, 60 PSF LL, 70 P5F TL 8. LAY GROUND COVER OF 6 MIL. BLACK POLY OR APPROVED EQUAL WITHIN OUT5IDE DESIGN TEMP. - 26
<br /> 5. CEILING: 5 PSF DL, 10 PSF LL, 15 P5F TL CRAWL SPACE.LAP JOINTS 12" MIN. AND EXTEND TO FOUNDATION WALL. ICE BARRIER UNDERLAYMENT REQUIRED - NO
<br /> SOIL EQUIVALENT FLUID PRE55URE: 35 PSF 9. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN FLOOD HAZARDS - 12/23/71 6/19/20
<br /> ROOF TRUSSES: WALLS AND FOUNDATION, BETWEEN ROOF AND WALL PANELS, OPENINGS AT AIR FREEZING INDEX - 175
<br /> PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS, ROOFS AND MEAN ANUAL TEMP. - 50.5 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 TRU55 SHALL BEAR QUALITY CONTROL STAMP, GA5KETEO OR WEATHER STRIPPED.
<br /> MFG. PLANT, DESIGN LOAD AND MAX. SPACING. 10. INSULATE HEATING DUCTS N UNCONDITIONED SPACES TO R8 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 51TE 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.
<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.WHITE PAPER &-2010, OR BY IRC SEC. 301.2.3 13. FOLLOW MIN. PRESGRIPTIVE REQUIREMENTS, WASHINGTON STATE ENERGY CODE. ALL WOOD IN CONTACT WITH CONCRETE SHALL
<br /> BE PRESERVATIVE TREATED WOOD IN ACCORDANCE z
<br /> 4, THE TRU55 DESIGN SHALL BE PER G T EC.TRU55
<br /> .1 14. PROVIDE PERMANENT CERTIFICATE POSTED IN FURNACE ROOM LISTING WITH AWPA U1 AND M4 STANDARDS. 0
<br /> AND DESIGN
<br /> AN.2, ESPECIALLY INDICATING THE TRUSS INSULATION LEVELS OF CEILING, FLOORS &WALLS, WINDOWS &AIR LEAKAGE TESTING
<br /> DESIGN AND MNFG. SHALL BE PER ANSI/TPI 1. FASTENERS INSTALLED IN PRESERVATIVE AND FIRE
<br /> 5. THE TRU55 TEMPORARY AND PERMANENT BRACING VENTILATION - M1505,4: RETARDANT TREATED WOOD SHALL BE HOT DIPPED H
<br /> SHALL BE PER IBC SEC. 502.11.2 AND 802.10.3 AS WELL AS ZINC-COATED GALVANIZED WITH A MINIMUM COATING 0 W
<br /> THE TRUSS PLATE IN5TITUTE'5 BUILDING COMPONENT SAFETY INFORMATION. 1. EXHAUST FANS SHALL HAVE A FLOW RATING AT 0.25 INCHES WATER GAUGE WEIGHT COMPLYING WITH ASTM A 138.
<br /> 6. TRUSS ALTERATIONS SHALL NOT OCCUR UNLESS UNDER THE AS SPECIFIED IN TABLE M1505.4.3(1) IRC, MULTIPLIED BY THE FACTOR FROM z CC
<br /> APPROVAL OF A DESIGN PROFESSIONAJ TABLE M1505.4.3(2) ENERGY CODE REQUIREMEN75 - SEE ALSO COMPLIANCE WORKSHEET: W A5 INDICATED IN IRC SEC. 502.11.3 AND 802.10.4. 2. EXHAUST FANS MUST DELIVER FLOWS AT .25" W.G. AN,D 1.0 SONES MAX. ENERGY CREDITS: NO INCREASE IN FLOOR AREA O
<br /> 7. TRUSS DRAWINGS SHALL N SUBMITTED TO THE B EC. OFFICIAL WITH TRUSS SHIPMENT W
<br /> AND APPROVED PRIOR TO INSTALLATION, PER IRC SEC. 502.11.4 AND 802.10.1 3. BATH/UTILITY EXHAUST FANS MUST DELIVER 50 GFM MIN. AT .25" W.G., w/ SWITCH OR TIMER CREDITS: N/A (,
<br /> 4. KITCHEN EXHAUST FAN SHALL DELIVER 100 GFM'MIN. AT .25" W.G., w/ SWITCH OR TIMER U J W
<br /> TRUSS DESIGN DRAWINGS SHALL INCLUDE, AT A MINIMUM,THE FOLLOWING INFORMATION: 5. ALL VENTILATION DUCTS SHALL TERMINATE OUTSIDE OF BUILDING. INSTALL -I co
<br /> SLOPE OR DEPTH, SPAN AND SPACING. LOCATION OF ALL UOINT5.REQUIRED BEARING WIDTHS. FUEL NORM. CREDIT: N/A O
<br /> DESIGN LOADS AS APPLICABLE: BACK DRAFT DAMPERS IN SYSTEMS DESIGNED TO OPERATE INTERMITTENLY. J
<br /> EXHAUST DUCTS IN UNCONDITIONED SPACES AND SUPPLY DUCTS IN WINDOWS TO BE U-0.28 MAX. W
<br /> TOP CHORD LIVE LOAD (A5 PER SEC. TOP CHORD DEAD LOAD. CONDITIONED SPACES SHALL BE INSULATED TO R4 MIN. DOORS TO BE U-0.28 MAX. Q ro
<br /> BON. CHORD LIVE LOAD. NOT. CHORD DEDADAD LOAD. 6. CONTROLS SHALL BE READILY ACCESSIBLE TO OCCUPANT& OPERATE CONT. OR INTERMIT. IZ =
<br /> CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. PROVIDE OPERATING INSTRUCTIONS TO OCCUPANT. OPERATE MIN. 1HR/4HR, INITIAL SET 0 50%. 0
<br /> CONTROLLING WIND AND EARTHQUAKE LOADS. INDEX w 00
<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 5ONES MAX„ LOCATED IN EITHER MECHANICAL ROOM OR BATHROOM GENERAL NOTES GC 1.0 z z W
<br /> EACH REACTION FORCE AND DIRECTION. JOINT CONNECTOR TYPE AND DESCRIPTION, SUCH AS 24 HP TIMER TO BE READILY ACCESSIBLE &CAPABLE OF FLOOR PLAN A-1.0
<br /> SIZE, THICKNF-55 OR GAGE, AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT OPERATING THE WHOLE HOUSE FAN WITHOUT ENERGIZING BUILDING SECTION A-2.0 w M O
<br /> WHERE SYMMETRICALLY LOCATED RELATIVE TO THE JOINT INTERFACE. OTHER ENERGY-CONSUMING DEVICES. SET TIMER TO OPERATE TRU55 LAYOUT PLAN A-3.0 �J
<br /> LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. CONNECTION REQUIREMENTS FOR TRUSS-TO-GIRDER, AT LEAST jr, HOURS A DAY. AFFIX A LABEL TO THE CONTROL STATING
<br /> TRUSS PLY-TO-PLY, FIELD SPLICES. CALCULATED DEFLECTION RATIO AND/OR MAXIMUM DESCRIPTION FOR LIVE "WHOLE HOUSE VENTILATION SEE OPERATING INSTRUCTIONS " ELEVATIONS A 4.0
<br /> ( )
<br /> AND TOTAL LOAD. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRU55 MEMBERS TO ENABLE THE BUILDING FASTENING SCHEDULE GC-2.0 _
<br /> DESIGNER TO DE51GN THE SIZE, CONNECTIONS AND ANCHORAGE OF THE PERMANENT CONTINUOUS LATERAL 8. PROVIDE EACH HABITABLE SPACE WITH OPERABLE WINDOWS, MIN. 4 SQ. INCHES / 10 CFM REQ.. WIKDOW FLASHING GC-3.0
<br /> BRACING. FORCES SHALL BE SHOWN ON THE TRUSS DRAWING OR ON SUPPLEMENTAL DOCUMENTS. REQUIRED HEATING SYSTEM TO BE DUCTED TO ALL HABITABLE ROOMS AND
<br /> PERMANENT TRUSS MEMBER BRACING LOCATION. DOORS TO BE UNDERCUT TO 1/2" MIN. ABOVE FLOORING. SITE PLAN 517E
<br /> P"ga p
<br /> GC-1.0
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