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HomeMy WebLinkAboutDOC-2018-30th Street Hotel -TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) ACCESS ROAD 1. CONSTRUCTION VEHICLE ACCESS SHALL BE LIMITED TO ONE ROUTE, UNLESS APPROVED BY THE OFFICIAL. A GRAVEL CONSTRUCTION ROAD SHALL BE INSTALLEDWHICH WILL REMOVE AS MUCH MUD AND DIRT FROM THE VEHICLES AS POSSIBLE PRIOR TO ENTERING THE PUBLIC ROADWAY. THE EFFECTIVENESS AND EFFICIENCY OF THE REMOVAL SHALL BE TO THE SATISFACTION OF THE OFFICIAL. IF CONDITIONS ARE SUCH THAT AN INSUFFICIENT AMOUNT OF MATERIAL IS REMOVED FROM THE TIRES BY CONTACT WITH THE AGGREGATE, THE TIRES SHALL BE WASHED PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY. THE WATER FROM THIS PROCESS SHALL BE DIRECTED TO A SEDIMENTATION POND OR OTHER APPROPRIATE SEDIMENT- TRAPPING BMPFOR TREATMENT PRIOR TO RELEASE TO THE PUBLIC STORM WATER SYSTEM. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT SHALL PREVENT THE TRACKING OR FLOW OF MUD ONTO THE PUBLIC RIGHT-OF-WAY. PERIODIC MAINTANANCE OF THE ENTRANCE, INCLUDING THE REMOVAL AND REPLACEMENT OF AGGREGATE, AND CLEANING AND/OR REPAIR OF SEDIMENT-TRAPPINGDEVICES SHALL BE PERFORMED AS CONDITIONS DICTATE OR AS DIRECTED BY THE OFFICIAL. SEDIMENT TRACED ONTO THE PUBLIC ROADWAYS SHALL BE CLEANED ON AT LEAST A DAILY BASIS. SOIL STABILIZATION 2. ALL EXPOSED SOILS SHALL BE PREVENTED FROM MOVING OFFSITE OR INTO NATURAL OR ARTIFICAL DRAINAGE SYSTEMS THROUGH SUITABLE APPLICATION OF BMP'S INCLUDING BUT NOT LIMITED TO SOD OR OTHER VEGITATION, PLASTIC COVERING, MULCHING, OR APPLICATION OF GROUND BASE ON AREAS TO BE PAVED. PROTECTION OF ADJACENT PROPERTIES 3. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES, BERMS, OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMP'S. SURROUNDING PROPERTIES SHALL BE PROTECTED FROM STORM WATER RUNOFF FROM THE DEVELOPMENT. THIS SHALL BE ACCOMPLISHED BY CONSTRUCTING A PRIVATE DRAIN LINE ON THE PERIMETER OF THE DEVELOPMENT AND DISCHARGING THE STORM RUNOFF INTO A PUBLIC STORM SEWER SYSTEM. OPEN SPACE TRACTS AND BUFFERS SHALL NOT BE USED FOR THIS PURPOSE UNLESS OTHERWISE APPROVED. PRIVATE DRAINE LINES SHALL BE CONTAINED IN PRIVATE DRAINAGE EASEMENTS WITH APPROPRIATE STATEMENTS PLACED ON APPROVING DOCUMENTS. MAINTENANCE 4. ALL EROSION AND SEDIMENTATION CONTROL METHODS SHALL BE MAINTAINED AND REGULARLY INSPECTED BY THE PERMIT APPLICANT IN ORDER TO INSURE CONTINUED PERFORMANCE DURING THE LIFE OF CONSTRUCTION. ( NOTE: WITHOUT PROPER MAINTANANCE, COUNTY BUILDING INSPECTORS MAY SUSPEND ALL AUTHORISED WORK ON YOUR PROJECT UNTILL CORRECTIVE MEASURES ARE COMPLETED). UNUSUAL EVENTS 5. ANY ADVERSE EFFECTS OF INCREASED RUNOFF ( UNUSUAL OR LARGE STORM EVENTS) RESULTING FROM LAND DISTURBING ACTNITYES SHALL BE CONTROLLED BY APPROPRIATE MEASURES AS SOON AS POSSIBLE. ADDITIONAL EROSION CONTROL MEASURES MAY BE NECESSARY WHERE YOUR PROJECT IS LOCATED ADJACENT TO A CRITICAL AREA. FOR MORE INFORMATION REGARDING GRADING AND DRAINAGE PROVISIONS SEE SCC 14.32. ENERGY CODE NOTES CONTRACTOR TO ADD ADDITIONAL FRAMING OR BLOCKING AS REQUIRED TO MEET CURRENT ENERGY CODE REQUIREMENTS AIR LEAKAGE: SOLE PLATE IS TO BE CAULKED OR GLUED TO FLOOR. RIM JOIST BETWEEN STORIES TO BE CAULK/SEALED. ALL HOLES IN BUILDING ENVELOPE ARE TO BE CAULK/SEALED INCLUDING BUT NOT LIMITED TO ELECTRICAL, PLUMBING & HVAC PENETRATIONS. OUTLETS, SWITCH BOXES AND RECESSED FIXTURES ON EXTERIOR WALLS OR CEILINGS ARE TO BE CAULKED/SEALED WITH APPROVED SEALANT, OR HAVE FOAM GASKETS INSTALLED. ALL RECESSED LIGHTS ARE TO TO BE IC RATED, AIR TIGHT & SEALED TO SURROUNDING GWB. ROUGH OPENING AROUND ALL WINDOWS & DOORS TO BE CAULKED/SEALED. ALL CEILING EXHAUST FAN DUCTING TO BE INSULATED AS PER CODE, TO HAVE AS FEW BENDS AS POSSIBLE, AND TO TERMINATE THE EXTERIOR OF THE STRUCTURE. INSULATION TO FILL ALL EXTERIOR WALL CAVITIES. DO NOT COMPRESS. CUT TO FIT AROUND WIRES, PIPES AND OUTLET BOXES. ALL HVAC DUCTS INSTALLED OUTSIDE THE HEATED HABITABLE SPACE TO HAVE SEALED JOINTS, CORNERS & BOOTS, AND INSULATED IN ACCORDANCE WITH WSEC 2015 EDITION SPECIFICATIONS ("WSEC 2015"). A ONE PERM OR LESS VAPOR RETARDER (IE: KRAFT PAPER, PVA PAINT, ECT.) IS TO BE INSTALLED ON THE WARM SIDE OF ALL INSULATION. ALL RECESSED LIGHT FIXTURES IN THE THERMAL ENVELOPE TO BE CERTIFIED UNDER ASTM E-283 AND SO LABELED, OR SEALED AROUND THE EXTERIOR IN AN APPROVED MANNER TO BE AIR TIGHT. ALL WATER PIPES IN UN -HEATED SPACES TO BE INSULATED IN ACCORDANCE WITH WSEC 2015. EXTERIOR DOORS TO BE ADJUSTED SO WEATHER-STRIPPING, THRESHOLD, & DOOR SWEEP ARE WORKING PROPERLY & SEAL WELL. BLOWN -IN ATTIC INSULATION TO BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURERS RECOMMENDATIONS FOR DENSITY & COVERAGE. PROVIDE VENT BAFFLES AS REQUIRED & INSULATE & WEATHER-STRIP ATTIC ACCESS DOOR. PROVIDE MAKEUP AIR WITH FRESH AIR DUCTED DIRECTLY INTO THE RETURN AIR PLENUM OF THE FURNACE SYSTEM. INSULATE THE DUCT IN ACCORDANCE TO WSEC 21015. PROVIDE DAMPER TO REGULATE INCOMING FRESH AIR. ALL GAS COMBUSTION APPLIANCES, EXCEPT STOVES & CLOTHES DRYERS, TO HAVE COMBUSTION AIR DUCTED DIRECTLY TO THEM. j IALL COMBUSTION EXHAUSTS TO BE SEPARATED BE A MIN. 3" VERT. AND 10' HORZ. BUILDING CODES CONSTRUCTION SHALL COMPLY WITH BUILDING AND STRUCTURAL 2015 IBC MECHANICAL 2015 IRC PLUMBING 2015 UPC ENERGY & VENTILATION 2015 WSEC INSULATION VALUES WALLS ABOVE GRADE BELOW GRADE R-21 R-21 CEILING FLAT VAULTED R-49 R-38 FLOOR CRAWL SPACE` SLAB ON GRADE R-30 R-10 HIGH POINT 76.64' 30th STREET ALLEYWAY S89d59'OT'E SITE PLAN it, = 10'-01, Az ( I IIIIIIiII ii _.�' all li 1.1,. flip �111y1 � e� II R Ir _fjr` � Jyl •' ,' • ' ° IIIT111111 III 1111111 III II III III'I I: u: • eLf,1• II �� !1!_!1:111 .IIIII,III � • 1!l all II; III:lI I \�� •'llli i;ll^rc— Iliil�: --' lgli�i! gl {IILC:::4O :_L •��9. III II III Illhi:!, V k �� - CiG�E5iIIgEy ��� -� _ - _ - i, ■'mow m d9C7� — OR �a9 AM rd undo IfP �� • } d 1011111119 0©magnum 0000 Manama magnum Banana Manama T3 N R@E �E ♦Tn71np N c E s WIE NT. INUNx Rr ,o s REN4D aw fibTlFD •�. Section 30 T35N R02E T P JG TT� � N arm PROJECT INFORMATION Project Info.: This Project consists of a new, 4 story, 40 room, concrete / wood frame Hotel with a indoor swimming pool, exorcize room, one elevator, 2 stairways Owner: EK TERA ASARA, LLC. 905 20th Street N rn• M a W] r1 Anacortes, WA. 98221 U 115 l� L5 SEP 2 0 NIB Project Address : TBD Anacortes, WA. 98221 CITY OF ANACORTES Legal Discription : WHITNEY'S 1ST TO ANACORTES, LOTS 1, 2 AND 3, BLOCK 4, 'WHITNEY'S FIRST ADDITION TO THE CITY OF ANACORTES,' AS PER PLAT RECORDED IN VOLUME 2 OF PLATS, PAGE 32, RECORDS OF SKAGIT COUNTY, WASHINGTON. LOTS 1, 2 AND 3, BLOCK 4, 'WHITNEY'S FIRST ADDITION TO THE CITY OF ANACORTES,' AS PER PLAT RECORDED IN VOLUME 2 OF PLATS, PAGE 32, RECORDS OF SKAGIT COUNTY, WASHINGTON. City Zoning: R2 FI j C 1• [ (�(lop y Assessors Parcel # : 60611, 60612 Codes: 2015 International Building Code (IBC) International Mechanical Code (IMC) International Fuel Gas Code (IFGC) Uniform Plumbing Code (UPC) International Fire Code (IFC) Washington State Ventilation and Indoor air Quality Code (WSVIAQ) 2015 Washington State Energy Code Construction Type: Type V-A, Rated Building Height: 41'-7 %4" Building Areas: Basement - 48 q Ft 1 st Floor - 186E Sq. Ft 2nd Floor - 5933 Sq Ft 3rd —Floor- 5933 Sq Ft 4th Floor - 5933 Sq Ft Stairway Area - 347 Sq Ft Total Building Area - 20949 Sq Ft Parkina Area - Landscape Area- 3 67 Sq Ft Total Impervious Area - 13224 Sq Ft Total Lot Size - 14962 Sq. Ft Gross Area - 30952 Sa.Ft. DRAWING INDEX W-0 Site Plan, Project Information W-00 Site Layout, Parking Plan W-1 Basement Wall Plan W-2 First Floor Wall Plan W-3 Second Floor Wall Plan W-4 Third Floor Framing Plan W-5 Third Floor Wall Plan W-6 Fourth Floor Framing Plan W-7 Fourth Floor Wall Plan W-8 Roof Framing Plan BS-1 Building Sections A -A, B-B BS-2 Building Sections C-C Wall & Floor Details E-1 North & South Elevations E-2 West & East Elevations E-3 AFC Installation Details In X O �LL 1� W <' 0 `r' IL a3F iL < +: a n.a Q 0 aa' O 0 Z VZ � w Y —' U tp ¢ w O O U ins U ®� `A 2 l z 0a N a O` 3� 19 WIT 8 W Y� d� z m ICI% Z W; to xLU W =ws Uc�>�°{� Z 5 o z O CQ G Of O LL Z z aW W O r� c / IL J N J 0Ny/ W LLI 0 Q 0 Q Q� Q 0 ~ 4.0 M 0 LL. Y O (h C Q IESIGNED BY Schemmer Consulting Group, PLLC 360-293-9006 OB NO. CAD FILE: 17-091- ARCH I PLOT DATE: 88/23/2018 VICINITY MAP NTS 17-091 NO. O HIGH POINT 76.64' CAD FILE: 17-091- ARCH PLOT DATE: 08/23/2018 GROUND FLOOR PARKING PLAN $o93 .0 3/16" = V-0" 0 N L n 3 Z - Q 4rc aZ ygK c-i �ci r> Z >fuc 0 �E W Q a CL - -_ -c4 Q ry W r. Q isa< ♦7 m Uj LU z Z Y 3 w 0 U O 8 �dGZ o z 04 ti N 3� N "a 8 Lj i 0 m� W y N WY LO V` W M 4) R M c J � O0- Q Z W ry ~ Q U) 0- U J N J N 00 J Q O) Q > Q r Q N U) W N U -c ` I— O O L Y � Q DESIGNED BY Schemmer Consulting Group, PLLC 360-293-9006 JOB NO. 17-091 SHEET NO. 00 L r BS CAD FILE: 17-091- ARCH I PLOT DATE: 08123/2018 1 MW BASEMENT WALL FRAMING PLAN FF a@ 61.020' /„ = 1'-0„ 4 WALL FRAMING NOTES 2x6 Ext. wall framing spaced at 16" on center Provide (1) btm. plate and (2) top plate, plate slices no less than 4'. Provide 7/16" thick OSB sheathing on perimeter bearing walls. Provide R- 21 insulation. Typical U. N. O. O 2x4 Int. stud wall. Typical at Int. unless noted otherwise. Space studs at 16" on center. 3O 2x4 Party Wall. See detail on sheet BS-2 Space studs at 16" on center. TYP. ® 4 x12 DF #2 headers. Typical unless noted otherwise. See FLOOR & ROOF FRAMING PLANS for header size's. 0 All windows and doors with glass to be Low-E glazing per 2015 WSEC. © Prefabricated Steel Stair assembly. Fabricator to provided shop drawings of installation for review and approval. fFANI = Min. 90CFM Exhaust Fan Ivrol vent to outside of structure Q = Smoke Detector ® = Carbon Monoxide Detector 8093 n U T- J N J N DO d7 w Q:Q 0 U) N = Q N Q Ofa O LO ~ �O C r=-+ M L Y M a DESIGNED BY Schemmer Consulting Group, PLLC 360-293-9006 JOB NO. 17-091 SHEET NO. W— N LI 0 m (DS 15 GROUND FLOOR WALL FRAMING FF @ 70.7911 Y;1=1 1865 Sq.Ft 347.00 Sq.Ft Stairs Total 2212 Sq Ft. 17 WALL FRAMING NOTES 2x6 Ext. wall framing spaced at 16" on center Provide (1) btm. plate and (2) top plate, plate slices no less than 4'. Provide 7/16" thick OSB sheathing on perimeter bearing walls. Provide R- 21 insulation. Typical U. N. O. 0 2x4 Int. stud wall. Typical at Int. unless noted otherwise. Space studs at 16" on center. 3� 2x4 Party Wall. See detail on sheet BS-2 Space studs at 16" on center. TYP. ® 4 x12 DF #2 headers. Typical unless noted otherwise. See FLOOR & ROOF FRAMING PLANS for header size's. All windows and doors with glass to be Low-E glazing per 2015 WSEC. © Prefabricated Steel Stair assembly. Fabricator to provided shop drawings of installation for review and approval. FAN 1 = Min. 90CFM Exhaust Fan Iv'rol vent to outside of structure ® = Smoke Detector = Carton Monoxide Detector 19 Of O�j LLDO 0 J Q Z LL J 0 �- J W W Q (5 ILL. J N 00 W Q ID Q > OW = Q N Q W a O i O O C) LL Ce) < Schemmer Consulting Group, PLLC 360-293-9006 17-091 W-2 12' 17'- I Y2" F- .2- a 9 f VENDING 1 8.0 x 4-6 XOX 6 o z as xox 8-0 x as xox r F- -1 F- I —T ---II 1 11 �, I L PTAc J L PrAC J L PTAc J ENCH SEAT lyr SEE DETAIL SHT.E-2 11'-11" 9' 12' 1 Z DOUBLE 3� QUEEN 2-1 2-2 2-3 HC KING DOUBLE 2 -11"2'-10'-3 ' QUEEN 3'" " - --- — - � FAN � � vro I V-9 3/4" I 1� 05. BS FAN UP vro 18 66 .82" o KING 2-15 16'-7' RAC � 4-6 XOX 2'-9" DO FAN F Vf0 C 6-6k I j L L FAN 2-6 vr0 m BREAKFAST SEATING DOUBLE QUEEN F- PfAC -1 2-13 a0 x 4-6 xox 3'-9 L PrA�—J —3'-1 8-0 x 4-6 xox I I L PTAC J 2-5 KING 1� ""2 i i � FOOD PRE 8-0 x 4-0 XOX F— I I L FTAC J 2-6 QUEEN KING 2-11 HC PTAC L4i x 4-6 XO J S1 8-0 x 4-0 XOX F—--I _ I I L —PTAC J 2-7 KING DOUBLE QUEEN r PiAC L-6xasxoJ S1 WALL FRAMING NOTES S1 2x6 Ext. wall framing spaced at 16" on center Provide (1) btm. plate and (2) top plate, plate slices no less than 4'. Provide 7/16" thick OSB sheathing on perimeter bearing walls. Provide R- 21 insulation. Typical U. N. O. 2nd FLOOR WALL FRAMING 2x4 Int. stud wall. Typical at Int. unless noted otherwise. Space studs at 16" on center. FF a@ 80.291 r 3� 2x4 Party Wall. See detail on sheet BS-2 Y4" = 1'-0" Space studs at 16" on center. TYP. 5932.65 Sq.Ft ® 4 x12 DF #2 headers. Typical unless noted otherwise. 347.00 Sq.Ft Stairs See FLOOR & ROOF FRAMING PLANS for header size's. Total 6279.65 Sq Ft O All windows and doors with glass to be Low-E glazing per 2015 WSEC. © Prefabricated Steel Stair assembly. Fabricator to provided shop drawings of installation for review and approval. FAN = Min. 90CFM Exhaust Fan vro Vent to outside of structure s@ = Smoke Detector ® = Carbon Monoxide Detector 8-0 x 4-0 XOX ---� I I L PTAC J 2-8 DOUBLE ^i 117=7w1 KING 2=9 F- PiAC I I L-0 x 4-6 XOn 7 8093 e r =4 s Gc� uJ z , zx= a`3T CL `r w o = 0 LLI 0 W Z Z U W 2 O 0 U4 3 ~ r Z 5 a N R' N (h () U Q 3� �F N � Y (� j U g"G V N u if DWI a�_p Y � d W RZ NN xW; Z; td s Uc7rc W W m o O O� .jO IL 5. 0 Q Z J O —j Q �U U J N 00 J Q 0) N O � QQ of � W N 0 c.) O F— Y OCU M LL Q M DESIGNED BY Schemmer ConsuRing Group, PLLC 360-293-9006 JOB NO. 17-091 NU. W-3 CAD FILE: 17-091- ARCH I PLOT DATE: 08/23/2018 I I I I I I 12 W-12 ( I I I I I I I I I I I --f IF----_ I I I I I I I I I I I l i I I I I I I I I I I I I I I I CAD FILE: 17-091- ARCH I PLOT DATE: 08/23/2018 I I I I I I I I 1 1 1 I I I I I I iiI I I _J --I IN I I I I I I I I I I I I I I I I I I I I II I� II I I I I I I I I I I I I I I I I I 25-11" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I L_ 4 3 I I I I I I I I I I I II I I I I i I I I I I I I I I I I I I I I I I I 17T! 12' 3' 12'-04• 5.5 x 11.875 PSL 5.5 x 11.875 PSL T-T01I7­7I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I� I I r I I I I I I I I I I I I I I I I II I I I I I I I I II I I I I I I I I I I I -- -- --------- I 5.5 x 11.875 PSL - ------ - - -� - -- 3" BEARING EA. SIDE 2 TYP. AT ALL WINDOWS 102' li�Sv TS1 3rd FLOOR FRAMING FF @ 90.8121 Y, -1-0 1. 5932.65 Sq.Ft. 347.00 Sq.Ft. Stairs Total 6279.65 Sq Ft FLOOR FRAMING NOTES 0 14" 90 2.0 BCI or equal spaced at 16" on center with 3/4" T&G plywood sub -floor material and 1 Y2' thick light weight concrete Provide fillers, web stiffeners, blocking panels and backer blocks recommended by the manufacturer. See details on sheet BS-2 for further details and soundproofing �2 14" x 1 1 /4" Versa -strand or equal rim joist. Typical at Rim. 03 4 x 12 DF beam w/ 1 Y2" min. bearing each side U.N.O. ® 2nd floor wall framing below, see Wall Framing Plan / Typical Wall Section for additional details. 1" 0" 8093 0 0 W W Z Y � � U m ¢ W W x 0 U 7 z 4L] z a N N W y U c3 y Z ¢ Ac(�1ya W ;a1 W V1p Y v %O N LM s Vow W �� 0e J o g I � 0 0 J LL 0 2 i H U J N J N 00 J Q 0-) N O U) Q U) Q CY L LF—O O CLL co Schemmer Consulting Group, PLLC 360-293-9006 M NO. 17-091 HEET NO. W-4 - v `-2 1W x 48 XOX 8-0 x 4-6 XOX 8-0 x 46 XOX r---� r---� r-----i L J L PTAC J L PTAJ( J 19' 4 Y2" 3_1 3-22 j 3=3 DOUBLE KING KING QUEEN 26-11• 0 REF O . D% (00 (, DW 21 O FAN 2 6 2-6 FAN I FAN ivrolO 1Vr0I IV101 REF ® O • • 12 a W U a g 3-0 u 30 O B S FAN UP 2-6 1F/r�0 vro a 17R@ 6.82' © U (=0 REF o DW REF ® DI o po 3-16 3-15 3-14 7-0xMm KING DOUBLE KING QUEEN 2 I 3 12-s F- PTAC - I F- RrAc --I r PTAC --1 L-e x a6 Mn 7- x 6 xoXX 7 x -6 x0XJ CAD FILE: 17-091-ARCH 8-0 x 4-6 XOX F- -PTAC 3-4 QUEEI CONFERENCE r PTAC TA f� � L- x e-6 xox J "x"xox r-----J L —PTAC J 3-5 QUEEN m HOUSE 3-12 GUEST LAUNDRY; 12'-9" a-0 x 4-6 XOX I I _ L PTAC J 3-6 KING 3-11 H DOUBLE QUEEN r PTAC -1 L-6x"XOJ i2i 8-0 x"XOX 3-7 DOUBLI QUEEN m 12'-9"914 8-0 x 4-6 XOX I I L —Prac J 3-8 KING 3-10 3-9 KING QUEEN 2-6 I F- PTAC - r FITAC -1 I I I i 1 7-6 x as xo J 17-6 x" O J �z E6. r z>� o ¢gin C0 ¢YLLa LuW = SE LL T� m w "t 1111111113 Z Z Y g w Z S a N V s� a a u� W Y_ W N ZiJ' vp H N W } L O ~�� 2> WO) m'o -4' A S1 BS1 U � WALL FRAMING NOTES J N J N 0 2x6 Ext. wall framing spaced at 16" on center � 3rd FLOOR WALL FRAMING Provide (1) btm. plate and (2) top plate, plate slices no less than 4'. d0 Q Provide 7/16" thick OSB sheathing on perimeter bearing walls. L j < O Q FF @ 90.812r Provide R- 21 insulation. Typical U. N. O. Q E y4, = 11-01, 2x4 Int. stud wall. Typical at Int unless noted otherwise. O U) ; S cli 5932.65 Sq.Ft. Space studs at 16" on center. Q 347.00 Sq.Ft. Stairs 3O 2x4 Party Wall. See detail on sheet BS-2 Q Total 6279.65 Sq Ft Space studs at 16" on center. TYP. of W CY U ® 4 x12 DF #2 headers. Typical unless noted otherwise. c) ICU See FLOOR & ROOF FRAMING PLANS for header size's. ''"' O ~ O C C)LLYMQ All windows and doors with glass to be CM Low-E glazing per 2015 WSEC. © Prefabricated Steel Stair assembly. Fabricator to provided $093 DESIGNED BY shop drawings of installation for review and approval. REGISTERED Schern3 rConsulting Group, PLLC FAN =Min. 90CFM Exhaust Fan V'o Vent to outside of structure JOB NO. 17-091 s® =Smoke Detector RICH . A D t © =Carbon Monoxide Detector OF WA MG SHEET NO. PLOT DATE: 08/23/2018 W— 5 1 IF I I I I I I I I I I I I I I I I I I I I I I I' I I I I I I I I I ( I I I I I I I I I I I I I( I I 1 1 1 1 1 1 J_—I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I ( I I I I P71 I I I I I I I I I I I I I I I I I I I I I �— I ( I I I I I I I I I I I I I I I I M] ( I I I I I I I ( I I I I I I I L_ 11 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 5.5 x 11.875 PS # I z4-21 I i l i l i i i i III I I I l l l f l l l II I I I I I I I I I I I I ( I I I I I I I II I I ( I I I I I I I I I I I I I II I I I ( I I I I I I I I I I I I I II I I ( I I I I I I I I I I I I I II I I I I I I 4th FLOOR Lw I vv.vv 5932.65 Sq.Ft. 347.00 Sq.Ft. Stairs Total 6279.65 Sq Ft. RAMING 0 I I I I I I I I li I I I I I I I I I I I I I LLJ ( I I I I I I I I I I �II I IFF1 I 20=��=111111 5.5x11.875PSL 3" BEARING EA. SIDE TYP. AT ALL WINDOWS FLOOR FRAMING NOTES O 14" 90 2.0 BCI or equal spaced at 16" on center with 3/4" T&G plywood sub -floor material and 1 %2' thick light weight concrete Provide fillers, web stiffeners, blocking panels and backer blocks recommended by the manufacturer. See details on sheet BS-2 for further details and soundproofing �2 14" x 1 1/4" Versa -strand or equal rim joist. Typical at Rim. �3 4 x 12 DF beam w/ 1 %2"' min. bearing each side U.N.O. ® 3rd floor wall framing below, see Wall Framing Plan / Typical Wall Section for additional details. I I I I I I I I I ( I I I I I I �I 1 I I 1 I 1 I I I JJIII -I I I I I I I I ( I I I I I I I I I 11" 1" 10" m 0 W W W Z U Ix O U z � a < N N Obi j F Q F � M J U ow ud 8 Z¢ V W L Y W 30 5 � Z z W W N N O UJ MTV Z; Z Uoir Ewa ..s m� 00 Q CY)> Q � aQ� � � O i- O Y o C Q ,OOR WALL FRAMING 100.661 3'4" = V-0" 5932.65 Sq.Ft. 347.00 Sq.Ft. Stairs Total 6279.65 Sq Ft WALL FRAMING NOTES 2x6 Ext. wall framing spaced at 16" on center Provide (1) btm. plate and (2) top plate, plate slices no less than 4'. Provide 7/16" thick OSB sheathing on perimeter bearing walls. Provide R- 21 insulation. Typical U. N. O. 2x4 Int. stud wall. Typical at Int unless noted otherwise. Space studs at 16" on center. 2x4 Party Wall. See detail on sheet BS-2 Space studs at 16" on center. TYP. 4 x12 DF #2 headers. Typical unless noted otherwise. See FLOOR & ROOF FRAMING PLANS for header size's. All windows and doors with glass to be Low-E glazing per 2015 WSEC. Prefabricated Steel Stair assembly. Fabricator to provided shop drawings of installation for review and approval. = Min. 90CFM Exhaust Fan Vent to outside of structure = Smoke Detector IN L � 5 L 2 ^QC FZ¢ 4 G C !C� r221 sz< Z Oss W _ a - -_ O nr W W 0 z z W C U W ga x � � U 3 ;O �72 Y 6w�h z .i u N � J � 3 N N Y U u nl 8 CG Q (� � Utq- � m� rX y, N > Z s V> �Ix m t�] Wi � ma li O F' = Carbon Monoxide Detector 01 CAD FILE: 17-091- ARCH O COPING CAP 1 Y2' SS RING SHANK @36" O.C. AFC CLADDING SYSTEM SEE SHT. E-3 FOR INSTALL DETAILS 24" TALL 2 x 4 WALL FRAMING 3/4' FURRING PER AFC DETAILS Y2' PLYWOOD SHEATHING 3/4' FURRING PER AFC DETAILS BLOCKING BETWEEN STUDS 36" TALL 2 x 4 WALL FRAMING PLOT DATE: 08/23/2018 - - O yet "E ce ar s will SE =rami additi�...�.......... ...�...�. 02 See Structural Engineering Plans for Concrete Foundation.- Backfill to provide natural drainage away from structure. ® 6" perfer. footing drain continuous @ perimeter. Provide a 6" tight line roof drain. System to drain to an approved location. O METAL FINISH COAT COMPONENT © 2X PT sill, bolted to concrete slab of stem wall. OVER ENTIRE ROOF FINISH COAT COMPOI` COLOR AS SPECIFIED 0 2 x 6 exterior stud wall framing spaced at 16" on center. OVER ENTIRE F Provide (2) top plates with splices a min of 48" apart. COLOR AS SPECI Provide 7/16" OSB sheathing at perimeter walls. Provide R-21 insulation at perimeter walls. ROOF DECK SYSTEM ROOF DECK SYSTEM WITH CANT STRIP ® 14" 90 2.0 BCI with 3/4" thick T&G plywood sub -floor & 1 Y2' light WITH CANT STRIP weight concrete. No light weight concrete at roof. See Floor Framing Plans for details. 2 x 8 PT DF #2 t� 4 x 12 DF#2 headers at bearing walls unless noted otherwise. 14" BCI 90 2.0 OR EQUAL See FLOOR & ROOF FRAMING PLANS for header size. 3/4' PRESSURE TREATED PLYWOOD 10 2' tall Parapet Wall, see detail sht BS-1 11 R-49 loose fill blown insulation. Maintain 1" min. ventilation space 14" BCI 90 2.0 OR and provide PVA paint or polyethylene sheet vapor retarder at interior side. APPROVED EQUAL 12 Provide R-30 insulation @ under -floor area Attach w/ twin to under side of I -joist 13 1a Metal Stair System Stair treads to be no less than 12", no less than 48" wide. Risers to be no more than 7" Provide a hand rail no less than 42" and no more than 48" from nose of tread if more than 3 risers. ME . g ti Z LLZ¢ LLS Z LL r/J xrcz< > Svc O i"tea s�v_ - r w ,i z - o - m 0 w 0 w Z Y W rn w ¢ � x � � U SO O� to l� Y U �v� f S O 6 z z j a N x� m � r Q 3 8 q um W « ` N Q V � ` ZQ WY N% Z; tti s U o� Wf=n mo v Z O U W U) ( V Z_ m m J � Q U J N QO W Q Q U) N = Q N Q 13� 0 O = >`�—O N MI�LYcQ Schemmer Consulting Group, PLLC 360-293-9006 DB NO. 17-091 10 BS-1 C DOUBLE 5/8"_GYPSU . 58OZ GREEN GLUE R 13 INSULATION 1- AIR 2X4 WOOD STUD R 13 INSULATION DOUBLE 5/8" GYPSt1 _ __.- 580Z GREEN GLUE C ' DOUBLE STUD - DOUBLE GG G�SS►>ej�o 73 580Z GREEN GLUE /��.�� C, r• (BOTH SIDES) n Yl J SPC Wall solution 3 The Double Stud well wiN Grewt qua It our 1igl,oil ppbrmirg wm owetebly. C ward tmrt awustkal labs have a hard ume dotting double wall perfortnetm emaelely. m the well afmn exceeds the flanking l,mas of the lab. A dwwbalk aM6 wluion u: owl you ete bnamlybWSrg two vans. v�hlc[ res. sips6eau ewoua aspnm. co 18R 6.569444" 18R 6.875" CAD FILE: 17-091- ARCH .� 1. Whisper Clips u Trademark Installation Guide SOLIDDPROOFIIIG Layout Pattern For Whisper Clips A 10, Ifi-- Clip Layout kAlrove and Left): spaced. (D CAM are spa . ffrllra tlfan 48 ini ke .apart honzontaty RI flat dp'1rIH mN rq be sfaared more tRur 2a krfllcs xerlralY (3) Battmr tiles rrrR be less lltan 3 irdkes ftwn [(ke floor (4) Top Clips roost be less than 6 kefkes front,front,like M&M POWhisper M 'Outmrwst flips or lrst be spares a exey wilt vaL lilloom To dstridrte the weitjot a the drNse/ evenly. ire rHpprlerd That Tau stagger the Cfips m trim, sumps or jags How Maury Do I Need? As a f3wreral rule, fibs one wflh w C3P lw every 5 sglkae feel (2O% a total sPsae footaga tf of wr. sir¢ dips are rwprred for the ends a the sval6 / colon the MrdMtig A least 23% a total stluare footage (mtdlbly footage by 231 148 Horton Drve. Suite B I Phone: 845.38A.121113 clonsey, New York, 10952 Fax: A453674657 www.TMSoundproofing.com TO Whisper Clips 4,Whisper Clips Trademark Installation Guide Trademark Installation Guide SOUDDPROOFInG SOUf1DPR00FIDG STEP t APPLY WHISPER CLIPS STEP 3: APPLY DRYWALL - b®R lw Vlaoine,r a Wlbla cloy - - Plae VI, 9thnz wr tie floor u99 my" wltkiti iti aooye. d abv d floe Mwiat Ilse tiytvJ arl0 tM1e tbwky ilia Mirk klmws atd kNJ dOs ttskq -._--- p aBms taut, it 9 ft.. me A4raPiate svews, sx bdwv. �j My ro mare it kl9�ii for �IIL',III vtrabs to Ira 1 roan "e" to Nwe. Itval m39 W ItryY it welt, fbw a wyn-Yerse. to Claw" Iw a fire gap bT' bAIi9 rwSrq rrywA rosub,5�6aT to tf,e rkl+- 5rmv hYfwer in plael IM1rough Bemnrllarded Soots by Sba Type: M1az cltarel. W'1db hind, Tarr first LNx a drywall. s scmvs wiaa Use r8 x 2-Vt manse tlreatl spivs on ttke ch r ld arcoram to Tau Steel Use t$ A w Q x F5/8" lYlo S self-bpiq strtws brat b tonf, rode fatoete: Use lA6" daeMw X I-Vb' Td11fDlt w equal arzly screw _ Nor kr f r of Sae"i Fa VA' c - first layer d dywal. tse 1-Vb' to, tl rnn� drywall ill .wN a(klllOil Layx+s bag lastwed with FS/A' crtase tbead drYwaM scmys lk sore not M use N news as Ill Y on Poo le tM mod and rnRfe do drywall to Ile lra . thv hvr STEP L APPLY HAT CHANNEFS O®Iwq a SIR) Un I a„rl reAlpq IIC 69elds a He 01f6 — T --T- —�`l W Me IW ara.M to It,[AM1 tag Be ve rityw'al is owty stalitN bane r ..firm sfir" f. tr,tlanealM1. r7•-�- -�- apaka mo fate the, big stl®rs ulR , lagm ar dram kwo load Spwlrtmw6 fTVs are desbM to carry 1w daneh sxilM1 arts or nne laTs+s of walboad attadeLL To the Whb ter Up by krserb , rue bad ryar" drporlds on Ne syai9 altl horriber a dos uv:tL bottom ip bat ad p ll, down ro 5rartdad fSq Sparkg 2 (Tg to I HM Clarrel, a Galge- 45 6 kbtdnun loatl stry tlke w.el kro pbcc �`- Nemnnvthat W[ Oarkel lSrr T41twl mtVbte-rip and dsarol war sFaY bwral a IIb F16' away )ram Sul STEP k APPLY ACOUSTICAL CAULK lilc a gage tamlea etk}s 0tgh TB" ff sue ro tore it amteltml sa'Yant ra far gape oaf W ek<bvl boas. D p Tap: I Vb' flk, ..lows, ad areas bi ad o M sleets a o eib to. Tvmut HIM.. 2Vr Cncit file's Arwrstkal Calk Is pr fwl or this apMratbn as k aloes - UeaibiiY, wile snyprq mod from parstnkdg rtrpglt tr�tlarras —1 Mao walls trill re,kirt, )all M Mole, l apPNkq a base board ro rite dnwal, wtvtre dtar [lo base brad atellp lot d..% iR4tctli for dolr19 so are a ilwYC t a stadsN to Me drimt'a only, ad does not tnrrcl the Wal to Me flow. �\\ fAeriy G a lot aare3 belwml two kelps Scare Illy roe as this war o r, a short dcdt dvobY rrillci, for,betlerrt a the T/I6' Ifati9 swawi 18 4a9e Ike -ware mr a6o be IQA I— z': ko — V.8 Horton Urrve, State B I Phi 845.Wt.127 p.S Horton Drive, sort, B I phone: 845388.1200 zlonvy New York. IM52 Fax "5 %7,k(557, klonsey, New York, 11)r952 Fax. A45.Wn46W www.TMSoundproofing.com www.TMSoundproofing.com The products and systems on Sheet "BS-2" are only suggested and shown to identify the intended performance and/or appearance of the proposed materials. Comparableproducts and systems will be considered as value engineering suggestions. 4-14 4-13 3-16 2-15 2-14 BREAKFAST SEATING 2-13 —J BUILDING SECTION NOTES Q See Foundation, Floor Framing, Wall Framing, Roof Framing and Elevation Plans for additional requirements. 20 See Structural Engineering Plans for Concrete Foundation. 03 Backfill to provide natural drainage away from structure. ® 6" perfer. footing drain continuous (d perimeter. Provide a 6" tight line roof drain. System to drain to an approved location. 0 © 2X PT sill, boiled to concrete slab of stem wall. 0 2 x 6 exterior stud wall framing spaced at 16" on center. Provide (2) top plates with splices a min of 48" apart. Provide 7/16" OSB sheathing at perimeter walls. 4) Provide R-21 insulation at perimeter walls. ® 14" 90 2.0 BCI with 3/4" thick T&G plywood sub -floor & 1 Y2" light weight concrete. No light weight concrete at roof. See Floor Framing Plans for details. 09 4 x 12 DF#2 headers at bearing walls unless noted otherwise. See FLOOR & ROOF FRAMING PLANS for header size. to 2'tall Parapet Wall, see detail sht EIS-1 tit R-49 loose fill blown insulation. Maintain 1" min, ventilation space and provide PVA paint or polyethylene sheet vapor retarder at interior side. tz Provide R-30 insulation @ under -floor area Attach w/ twin to under side of Hoist. 13 u Metal Stair System Stair treads to be no less than 12", no less than 48" wide. Risers to be no more than 7" Provide a hand rail no less than 42" and no more than 48" from nose of tread if more than 3 risers. PLOT DATE: 08/23/2018 CONFERENCE 4) BUILDING SECTION C-C /e = 1 r-0" SPC Solution 3 - Soundproof Ceiling Subfloor 2 Layers Speedloadr"" Green Glue 2 Layers of 5/8" Drywall Joists Fiberglass Insulation IB-1 Soundproofing Clips and Drywall Furring Channel 5/8" Drywall oadlm Green Glue i; SoundproofingCompany.cor Decoupled Ceiling With Clip & Channel For proper isolation from footfall impact, it's necessary to install the ceiling drywall on its own independent suspension. The Clip & Channel oscillates and provides vibration isolation similar to your car tire. You can drive thru a pothole and only a small portion of the vibration is allowed to transfer to the car body. Same with the Clip & Channel system. How Soundproofing Clips Work =111-� `'1�111® LEVATOR MECHANICAL O ^ -CL - COMPUTER ROOM LAUNDRY 0 ., CAI � ., Fqi�l 110 �r,`I ;9 'I I 2-10 2-9 o EXERCISE HOT WATER TANKS RESTROOM RESTROOM I 91 4tt MECHANICAL EL C1 18R 6.75" 18R @ 6.875" 40' ABC` 1'I P 1' E� HIGH PTI 76.64' Y (3 W W Z U Q� W R 2 � � U z UU) U Q z� Op 1--ry U0 W O J LL Z 06 � J J J U J N J N 72.395' J Q DO IEDIUM HI C -0 p U) (3) LOW PT u Q// < 5' 1 10'- W a 0 rJ 4 = L F— (=) (6 (0LLY�MQ DESIGNED BY _ Schemmer Consulting Group, PLLC ED 360-293-9006 JOB NO. 17-091 rc• SHEET NO. BS-L ,2 4� AFC CLADDING SYSTEM SEE SHT E-3 FOR INSTALL DETAILS MEDIIMA LOT HT. 72. IY CAD FILE: 17-091-ARCH PLOT DATE: OW312018 SEE DETAIL SHEET E2 I I I i -------- --- - —--------------------------- - -- - -- ---- --------------------- --- -- -- - -- -- j .01 -�-- ---� WOOD HORIZONTAL LAP SIDING 9ww NORTH ELEVATION 316"= V-0" I AFC CLADDING SYSTEM SEE SHT E-3 FOR INSTALL DETAILS W-71 SOUTH ELEVATION 3/g' = T-0" I WOOD HORIZONTAL LAP SIDING Aluminum or stainless steel perforated sheet metal screen as per Direct Metals type "Octagon Cane" or approved equal. MEDRIM LOT HT _ 72-W FF 9, 83. 41'-74 AIL SHEET E2 Y 6 4 ,cg= i Lci I r= j?z � ircia Z >�.c 0 5 Q G a iL w r o - } LU W LU Z W Y U QQ LU W K 2 O O U �I Q` LO $ Cf r '�5 N N 5 4y rn r Q � oum U N 8 mO Q um Fzz NN x° Z� s us coo mo I T P U) Oz 06O O J Z W U J N J N 00 Q _J N a O (U) Q Q N cr- O o LL Y (::)cM Q co DESIGNED BY Schemmer Consuking Group, RIC 360-293-9006 JOB NO. 17-091 SHEET NO. E-1 B I I I I I I I I I I I I I I I 1I -- I I I I I I I I I I I I I l th- -- - - -- 0 1 1 1 1 1 1 1 1 1 0 1 I I I I I II I 1 01 1 1 1 1 I I 1 1 1 1 6 5 8 TrT v G) m I I I I I I I I I I I I I I ( I I I I I I I I I I I I - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - I - -- -- I I I I I r •I I I I I I I I l i l l l l l l l 1 1 I ml I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ( I I I I I I ( I I I I I I -- I I I I I I I I I I I I I I � I I I •il I I I I I I I I I I I I I I I I -- I I rt I I I t I 1I — 1 I I I r 1 I I _-- I I I I I I I I I I I ICI I I I I I I I I I I I I I I I I I I I I I I I I I I I II ii B I I I � I I li I I I I I I I I i • � I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I_I I I 1 144 7 I rt I I 1 1 r I I I 1 1 4 1 CAD FILE: 17-091- ARCH I PLOT DATE: 08/23/2018 1 I A/C UNIT - - - - - I I I I I AREA --- I C i I I I I I I I I I I I I I I I I I I ( I I I I I I I I I I * 7'-6 5.5 x 11.875 PSL TYP. AT ALL DS WINDOWS 3 7 I I I I I I I I I I ROOF FRAMING NOTES 0 14" 90 2.0 BCI or equal spaced at 16" on center ROOF FRAMING with 3/4" T&G plywood sub -floor material. Provide fillers, web stiffeners, blocking panels and backer blocks Y4" = 11-01, recommended by the manufacturer. 5932.65 Sq.Ft. See details on sheet BS-1 for further details. 347.00 Sq.Ft. Stairs 1A 11.875" 6500 1.8 BCI or equal spaced at 16" on center Total 6279.65 Sq Ft. with 3/4" T&G plywood sub -floor material. Provide fillers, web stiffeners, blocking panels and backer blocks recommended by the manufacturer. See details on sheet BS-1 for further details. 1B 11.875" 6500 1.8 BCI or equal spaced at 24" on center with 7/e' sheathing w/ 30# felt and owners choice of roofing. Provide fillers, web stiffeners, blocking panels and backer blocks recommended by the manufacturer. See details on sheet BS-1 for further details. 2� 28" x 30" min. roof access. Provide 2 x12 skirt over joist. See detail on sheet BS-1 I I I I I I I I I I I i I I I I I I I I I I 01111 Z! V 06I1I O3 2 x 6 bearing wall, studs spaced at 16" on center. Provide 7/16" OSB sheathing at perimeter bearing walls. ® 2 x12" fascia board at pool roof w/ 2 x 4 over All load bearing headers at interior doors to be 4 x 12 DF, unless noted otherwise. © TPO single ply roofing membrane w/ a 4" thick rigid polyiso sheet system. 07 Parapet wall system, see sheet BS-1 for details. ® 4" rigid polyiso sheet system to have a %8' per foot fall The arrows indicate the fall direction. 09 Provide 24"x 48" Velux Skylites SO9� 0 w Z 10 En a N °x� N m U � F N O U OV � � C� CCpp1 a7 u Y J m N 0 � W rcz V W - V L O sm 0rc V! W N le m o W O +j U) CD (M U J N _I N 00 Q rn Q 2 Q Q Of a a)O F— O C LL Y CY) Q Schemmer Consulting Group, PU_C 360-293-9006 JOB NO. 17-091 SHEET NO. W8 1" SOUTH WINDOW DETAIL 1 Y2" = V-0" 11„ 2 NUK I H VVINUUW Ut I AIL 1 Yz" = V-0" AFC CLADDING SYSTEM SEE SHT E-3 FOR INSTALL DETAILS METAL FLASHING SLOPED %4' PLYWOOD 1" x 1" CEDAR CORNER GUARD MOU 3/4" x 8" CEDAR WRAP ROL-LOCK FLASHING 2 x 4 FRAMING 16" O.C. Y2' DRYWALL 3.5 x 11.875 PSL HEADER LAMINATE TOP 3/4' x 8" CEDAR WRAP 3/4' x 3 Yz" BACK STOP STEEL ANGLE BRACKET A/C UNIT CUSTOM SCREEN 1" x 1" CEDAR CORNER GUARD MOULDING 3/4' x 8" CEDAR WRAP 2 x 4 FRAMING @ 16" O.C. VENTED HARDIESOFFIT PANELS 14" BCI OR EQ. RIM & FLOOR JOIST AFC CLADDING SYSTEM SEE SHT E-3 FOR INSTALL DETAILS 7/6" OSB WALL SHEATING 2 x 6 STUD WALL Yz" DRYWALL EAST ELEVATION Fiber Cement Panels as per American Fiber Cement Company - WOOD HORIZONTAL LAP SIDING VV CJ I %s' = 1'-01, CLtV/-k I IUIN J U) (n w w 0 �QO 0 WWz_ w U J N J N 00 Q or) Q > aQ� O L_ O M oYoQ C Schemmer Consulting Group, PLLC 360-293-9006 CAD FILE: 17-091-ARCH I PLOT DATE: 08/23/2018 Construction Practices Ventilated Rain Screen Application Profile Attachment - illustrated cladding American Fiber Cement Corporation sun,,. CEIIIBRIT Panels Architectural Panels Naedalyd Installation Guidelines, Rain Screen Application - 8mm Panels For ASHRAE 90.1 Continuous Insulation, see R-TEUISFSTEM Guidelines r 1 These guidelines represent an abbreviated illustration for proper installation of Cembrit Cover, Patina, Solid and Transparent architectural panels in a ventilated rain screen application. Additional guidelines and procedures can be found in an accompanying instruction brochure: Cladding Installation - Application Instructions. Special Instructions are necessary for buildings over 150 It high, or for buildings in high wind areas. Check with your AFC Cladding representative. 1. Panels to be Patina, Solid, Transparent or Cover. and paneVfastener location on building. Edge areas on 2. Vertical and horizontal joints to be 10mm (3/1 This facades and high wind load conditions require closer is the minimum distance between the edges of two fixing distances. adjacent panels, or the distance from panel edge to 3. Corner fasteners to be located at a minimum of 25mm metal trim extrusions or structural members. (See FIG. A) (1 ") horizontally and a minimum of 70 mm (23/4") down/ 3. Pre -drill all fixed and gliding point holes in panel so that up vertically from each corner of panel. (See FIG. C) there are: (See FIG. E & F) 4. 15 min (5/1 clearance is required from the edge ■ Two (2) fixed points per panel (F). of wood profile to screw location. ■ The rest of the holes are to be gliding points 5. Screws must be located in the center of each hole in the (G). (See FIG. E & F) panel (EfG. B-1). They must be perpendicular to panel ■ See Fixing section (and FIGS. E & F) for determining surface (HG. ii and not be over -tightened, which location of fixed points in each panel. would prevent the panel's normal movement. 4. Diameter of the fixed point hole is to be 5mm - 6. Two fixed points are required per panel. (FIGS- E & F) use #8 drill bit (5.05 mm). Fixed points (for attachment to vertical profiles) are: 5. Diameter of the gliding point hole is to be 8mm - • Always the same height in each panel. use #O drill bit (8.02 min). • As close to center of panel as possible, and then either the next adjacent point to the left or right. Be 6. Joints between profiles must coincide with joints in consistent in panel -to -panel location (center and left the panels. Panels cannot bridge a break in the or center and right, so fixed points are at the same profiles. (See FIG. A) level horizontally for attachment to vertical profiles). 7. Patina panels have a sanding grain that must be ac ANo two fixed points on one panel can be on the counted for when positioning panels. Rotating some same profile, and no two fixed points on two panels 900 from the orientation of adjacent panels can adjacent panels can be on the same profile. result in the appearance of color shading. • For smaller panel sizes with only two rows of 8. After affixing the two fixed points, work from the top of fasteners, fixed points to be top center and top the panel to the bottom. left or top right (horizontal applications on vertical profiles). For vertical narrow panel applications on Fixing vertical profiles, vertical joints must incorporate two separate profiles (as illustrated in DETAILS - TYPICAL 1. The screw specifications for Patina, Solid, Transparent or VERTICAL PANEL JOINT). Cover must be respected. (See FIG. G) For attachment to horizontal wood profiles, 2. Fixing pattern is typically either 16' or 24" on center check with the AFC Cladding Representative horizontally (based upon wood profile spacing) and 16' to 24' on center vertically, depending upon building I► FIG. E - Vertical installation on vertical profiles height, building location, design criteria/specifications, V FIG. F- Horizontal The screws are inserted installation on using an electric drill with vertical profiles a high quality bit suitable for the type of screw head. The screws must be - - - - - - - - - inserted perpendicular to the panel surface (FIG. 8-2), and must not be G FIG r,G FIG I over -tightened. Check I torque setting frequently IG eF F -G G during installation of the panels. Overtightening 1G };G };G };G G will restrict the panels' I freedom of movement IG IIG 'IG that is necessary to accommodate changes in thermal and moisture _ _ _ conditions. AFCC MIG-2-W 04/2018 1-Res 1. Air space at top and bottom of building to 6. Jobsite storage: be 20mm (3/1 to facilitate airflow from out p Keep material dry and covered with a behind the panels. Do not block vertical airflow waterproof tarp. at windows, doors, eaves, or at the base of the M Do not use pallets or crates of material as a work building. Airflow needs to be continuous from surface, and keep dust free. bottom to top so there is movement behind each F Brush off any material dust generated by drilling panel. For walls over 60 feet high, the ventilated or cutting prior to installation. This prevents cavity between rear of panels and exterior wall the panel from the due to abrasion or should be increased to 30 mm (11/4"). Air flow chemical reaction. behind the cement fiber panels is a critical necessity 8 Transport material on edge. in rain screen constructions. 7. For field cuts and drilling, use carbide or diamond 2. A perforated insect/vermin screen can be affixed to blades/bits and slower tuminglifeed rates. panels. Care must be taken to assure the screens' g, All Solid. Cover and Transparent field cut edges geometry does not restrict air flow at the top or bottom of the wall section. must be sealed with Cembrit Edge Sealer. See edge sealer application instructions for more information. 3. Install panels from top of building to bottom. 4. For straight walls, start panel installation in center and work outward. Panels exposed to 5. For walls with inside comers, start installation there weather (rain, sun) , -j'"" and work across wall. may only be assembled r vertically. Soffit ' applications not exposed to Rain Screen Cladding weather are allowed Preventing thermal bridges As the insulating material is on the outside of the structural wall, it can easily be mounted without interruptions caused by floor slabs. In this way, any thermal bridges that occur at each floor slab can be prevented. These thermal bridges are also the cause of surface condensation that may result in fungus growth. lrnr�rr�4r•'- - Dissipating heat from the sun The ventilated rainscreen cladding system has a cooling effect when temperatures outside are high. Most of the sun's rays are reflected away from the building. Heat passing through the exterior wall panel is partially dissipated by the ventilating effect of the air space between the exterior cladding panel and the structural wall. Any residual heat managing to penetrate buildings is very minor. Rainscreen Architectural wall -cladding panels act as a rainscreen on the outside of the building and keep the structural wall absolutely dry. The air space connected to the outside air evacuates water and humiditythat might g have penetrated behind the wall -cladding panels through its horizontal or vertical joints. This water will never reach the load bearing wall and/or the thermal insulation. Protecting the basic structure and load -bearing wall against temperature variations Y / In view of the fact that the insulation material is applied to the outside of the building, changes in temperature are very minor compared with those found in conventional constructions where insulation is applied on the interior. This principle works in summer and winter in both hot and cold climates. Prevention of internal condensation Insulation material can be applied to the outside of the structural wall because it is protected effectively by the architectural exterior wall panel. Because of differences in vapour pressure and temperature passing through the wall, condensation has been shown to occur close to the ventilated area and not in the structural wall itself. As a result, the ventilating effect is easily sufficient to dry out the thermal insulating "ram! material. AFCC MIG-2-W 042018 2 Pi,tcc m USA . a.. Fixing (continued) Details • For attachment to horizontal profiles, check with the AFC Cladding Representative. A two -layer VIM I In. attachment is required and the fixed point/gliding point parameters are different. Exterior Structu Sheathing }e g Rv otheIBBB 7. Aluminum joint closures and decorative corner profiles g,,,,P (s •I ( are available if required (maximum thickness of finishing i profile to be .8 mm or 21 gauge). Standard practice is to OffsetboAk in wood normally leave joints open. Fastener mtile from each Pmri 8. Remove residue from drilling fixed and gliding holes (typ"If .FFA panel mint, a, hnd profile back hom h prior to installing screws. Prior to installation, brush off Panelorocatal e e. d9 Sae any dust on panel due to drilling residue. insnn,tmns al.>nI _ bridging wood lunmggap,-ith j > 38 panel. Minimum --. g� p hervee.. bar 1 hming .....nlx"s ( 1] ' .4.8 FIG. G - Screw (as approved by AF C Cladding) is to0 gamin 01 l- - ! FIG. H- 3mm f UV -resistant EPDM l rubber joint sealing Exterior Wall Structure �•� -, - a1m strip with ribs 8, Sheathing (by others) venccal,buns may Typical Pattern Layout incorporate one wide ...it profile Panels can be used full size (4'x8' or 4'x III ), or two or fabricated to smaller dimensions. nanowe, woad profiles at each panel edge. Panels can be cantilevered 1 1'/-'beyond profile otraight 8 mm )attern rtl (as approved by a/0 e 'rtlCdl Fastener AFC Cladding) )anels - (typical) Strad ht g 8mm (3'n') Exterior Wall Structure & pattern Fiber Cement F Sheathing With lby athcrs) Wood \ horizontal barring panels Building wrap (as approi by AFC Cladding) _ Pastenter (typica ,optional) Must not restrict Semi -I auflow :o.opening. Metal drip edge pattern may also be used. with horizontal panels AFCC MIGZ-W 041 Pnnled m uSA 1. Architect/Engineer/Contractor to design and 8. Joints between vertical wood profiles to be ? 10mm build structurally sound, water -tight exterior (t/s"). A joint between the vertical profiles must wall. Special care should be given to building always coincide with a joint between the panels location, building height and maximum actual (FIG. A). The joint is preferably continued at the same wind loads. horizontal height among adjacent profiles (reduces 2. Attach wood profiles to exterior walls. Structur- stress in panel). al engineer to determine fastening specification, 9. For structures with exterior insulation, follow the i.e. quantity and type of attachment and fasteners, as insulation manufacturer's installation instructions. well as the dimensions and species of wood profiles Horizontal wood profiles (the same depth as the compatible with exterior wall construction (FIG D-1). exterior insulation) can be attached to the exterior Attachment must be sufficient to support 3.2 Ibs/ffi wall. Vertical wood profiles are then attached to the (8mm panel) dead load plus design Wind loads. horizontal profiles (FIG. D-2). 3. The quality of the wood must be consistent with prevailing standards in the area. Fungi -resistant woods Prepare Profile are required, but must not be treated with agents that are corrosive to stainless steel screws. 1. Typical vertical and horizontal joints are left open and 4. Wood profiles for affixing panels need to provide have a black background (use a black building wrap). a 25mm-30 mm W-11/a") airspace (between Other reveal colors are possible if desired. back panel and exterior wall), the greater being for 2. At the vertical joints, the wood profile is covered with buildings over 60 feet high, up to a maximum height a 90mm (31/2") UV -resistant black EPDM rubber joint of 150 feet. For buildings over 150 feet high, special sealing strip with ribs (FIG. H). provisions are required; check with your AFC Cladding 3. The joint sealing strip can be applied with a representative. chemically compatible spray adhesive or double -sided 5. Profile width at vertical joints to be z90mm (31/:") tape until panels are affixed with screws. The screws minimum, and interior profile width to be t45mm must be positioned between the ribs to permit (13/4") or greater, to allow tolerances in alignment. penetrated water to run off. Maximum length of wood profile s12 feet. Minimum 4 At interior wood profiles, a 45mm (13/4") UV - screw depth in wood profile is 25mm (1'). resistant black EPDM rubber sealing strip with ribs is 6. Profiles to be straight, plumb, level and aligned applied. Spray adhesive or double -sided tape can be correctly on the building. For walls with no exterior employed insulation, affix wood furring directly to exterior wall. to hold strip until screws are fastened. 7. It is recommended to take field measurements before panels are cut or drilled. Field measurements verify print dimensions to ensure proper fit. FIG. - FIG. B-1 � ; Interior profile FIG- A y i i i v i r f i i l . I s 1 i s / 5 IT A Typical Vertical Joint FIG. C plUmm See Detail - Typical Vertical Panel Joint for alternative treatment using two wood profiles. mm (in.) h:25-100 (1-3iSAIS) v: 70-100 (23/4-315/16) AFCC MiGi OU2018 3 Rimed m USy iN. d Rain Screen Application Exterior Wall Exterior Wall Structure Structure & 8mm ('av `) & Sheathing b others 9 (Y i Sheathing (by others) - Inside corners are h,g - normall leh y °Pen. - - but be dosed wide as approved 6 an room profile AFC Cladding) (by others). Fastener B mm (ry18) i/0_ (typical) Fiber Cement Panel (by others) (optional) Building Wrap Must not restrict airflow. -- (as approved by AFC Cladding) ' opening. Metal drip edge may also 6e used. • r, Exterior Wall Structure & Sheathing (by others) 8 mm 0/." 1 Exterior Wall Structure & Sheathing (by others) 8 min ('/�n') Building . approwd by ) AFC AFC LJ (as approved by AFC Cladding) Furring - Fastener (typical)Fastener ' (typical) - spacing, in (as approved by loptiona0 3/." AFC Cladding) Must not resI icl airflow. (by others) Corners are normally left open rVopcoing. Metal drip edge but may be closed with an 8 mm (4r'c") may also be used. a lununum trim (sourced locally). Exterior Wall Structure & Sheathing (by others) Coping (by others) Exterior Wall Structure & t/a-opening Sheathing (by others) II ) (by others) Fastener (typical) 8 mm (5/-e1 8mm (s/ts') ale tent Panel Fiber Cement Panel bate, Wood Furring no a Building Wrap / Fastener 9ui!diog Wrap (as approved hyAFC l0addil,y) (typical) (as approved by AFC Cladding) AFCC MIG-2-W (FAIM18 7 Pnmeam ULv Building wrap per AFCC. (SeeAFCC Building Wrap Spec Sheet") Check local codes for proper placement. HG. D-1 - Vertical profiles are attached using wood furring, without insulation. FIG. D-2 Exterior insulation, when vertical profiles are attached to horizontal profiles affixed to wall. FIG. l - Wood profiles: interfor and vertical joint. Contact your AFCC representative for specific application Instructions utilizing Dynamic Bond adhesive. Dynamic Bond installation Untreated pine must be protected all around. Pressure treated wood is pretreated on the bondable side with Dynamic Protect. Glue bead Dynamic tape Options for building wrap placement Exterior Wall Eodertor Well Building Wrap A p AFC Cladding A min. - UV -resistant min.- black EPDM - ------- ----- Interior profile width (SEE FIG. H) Profile width at vertical joints a45 mm (1a/4") or greater 2!90mm (3111 minimum Can be affixed vertically directly to wall if there is no exterior insulation. AFCC MIG-i-w TIRO16 4 Pri In USA ®cladding Product Sustainability Statement AFC Cladding is committed to providing the finest high density compressed fiber cement panels to the U.S., Canadian and Mexican building markets. In order to do this, we feel it necessary to provide not only high quality products, but sustainable products that can contribute to green LEED build ingprojects, which in turn n f' be a It the environment. AFC Cladding products currently have a potential contribution in seven (7) areas' of LEED credits across multiple LEED rating systems, and have several sustainability attributes in addition to those recognized by LEED rating systems? One of the most important sustainable attributes is the durability of AFC Cladding panels. With their long lifespan, virtually requiring no refurbishment, AFC Cladding panels can contribute to less replacement of materials and to drastically lower maintenance costs over the useful life of the building. The recommended Ventilated and Insulated Rain Screen Cladding (VIRSC) system, which Limited Warranty is used to affix AFC Cladding panels to the exterior of a structure, offers many benefits and green attributes to the performance of the building envelope. Durability, resistance to moisture, and resistance to mold build-up are the most noteable, followed by its ability to easily accommodate extern al Insulation, which addresses the issues of thermal bridging � These attributes are just a few of the many areas where innovative design approaches can improve the indoor environmental qualities and have a potential contribution to LEED credits. In addition, AFC Cladding is dedicated to further research and analysis of our products to achieve additional LEED credits, and help further the cause of building sustainable and efficient buildings. ' YRG Sustainability - American Fiber Cement Corporation - Green Product Assessment Limitation of Liability American Fdw Cement Corporation AFCC DISCLAIMS ALL IMPLIED This limited warranty is your sole AFCC SHALL NOT BE LIABLE FOR ANY (AFCC) warrants that its products are WARRANTIES INCLUDING THE and exclusive remedy. R is expressly INCIDENTAL OR CONSEQUENTIAL manufactured in accordance with its WARRANTY OF MERCHANTABILITY understood and agreed that the limit DAMAGES. FURTHERMORE, AFCC applicable material specifications and AND THE WARRANTY OF FITNESS of liability will be, at AFCC's option, SHALL NOT BE LIABLE FOR DAMAGE are free from defects in materials and FOR A PARTICULAR PURPOSE. THIS repair, resupply of a like quantity of TO THE PROPERTY TO WHICH THE workmanship using AFCCs spedlica- LIMITED WARRANTY PROVIDES YOUR non-0efective product, or refund of PRODUCT 15 APPLIED OR ITS COI tansasastandard. Onlyproduclswhlch EXCLUSIVE REMEDYASAPURCHASER purchase price of the material. All TENTS, LOSSOF TIME. PROFTS,ORANY are installed and used in accordance OF AFCC PRODUCTS. THIS UMIT- labor and service charges which may INCONVENIENCEARISINGOUTOFANY with applicable AFCC instructions and ED WARRANTY MAY BE MODIFIED be incurred with respect to either the BREACH OF THIS LIMITED WARRANTY specificationsam marrywaywarranted OR AMENDED ONLY BY A WRITTEN original or replacement product are OR OBLIGATIONS UNDER THIS LIMITED byAFCC.Thiswarranryisapplkablewly INSTRUMENT SIGNED BY A DULY excluded. AFCC shall have I liability, WARRANTY. AFCC SHALL NOT BE to claims made in writing and received AUTHORIZED REPRESENTATIVE OF except where the claim results solely LIABLE FOR ANY DAMAGES WHICH by AFCC within thirty (30) days after AFCC WITHOUTANEXPRESS,WRFTFEN from breacholAFCC'slimuedwarranty. ARE BASED UPON NEGLIGENCE, the defect was discovered and within AUTHORIZATION FROM AFCC, NO BREACH OF WARRANTY, STRICT ten(lWyearsafter the dateof the ship- RETAILER OR DISTRIBUTOR Of AFCC LIABILITY, OR ANY OTHER THEORY /�1 mentof the product byAFCC.All other PRODUCTS HAS THE AUTHORITY TO EXCEPT THE LIMITED WARRANTY _i ` V claims are waived- If a claim a made, MODIFY OR AMEND THIS LIMITED SET FORTH ABOVE. INCIDENTAL AND _ N you mustalkHvreasonableimestgation WARRANTY. CONSEQUENTIAL DAMAGES SHALL W of the product you claim 6 defective NOT BE RECOVERABLE EVEN IF THE Q zz-��ll11 and you must wooly samples thatade- REPLACEMENT REMEDY FAILS OF FTS J V J quately demonstrate the problem Yes for testing by AFCC. PURPOSE OR FORANY OTHER REASON. UJ ^` W claim Distributed exclusively by: 6901 south Pierce Street For the nearest authorized fabricator, call 1-800-699-8677 O "+ W ® Suite 180 Littleton, CO 80128 U.S.A. > < Cn American Fiber Cement Corporation Phorre: 303-978-1199 YJ 800-698-8677 Fax: 303-978-0308 �r L www.americanfibercement.com /A I..1- o L 0 �y,t &FCC M ISI W2018 B C 2011-18. Amenuo Faber Cement Corp, Rimed in ui o U_ In < The products and systems on Sheet 11E-3" are only suggested and shown to identify the intended performance and/or appearance of the proposed materials. 0093 Comparable products and systems will be considered as value engineering suggestions. Schemmer Consulting Group, PLLC 360-293-9006 JOB NO. 17-091 SHEET NO. E-3 CAD FILE: 17-091-ARCH I PLOT DATE: 08/ =018