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HomeMy WebLinkAboutA16-0048_Fleeger Residence-BUILDING PERMIT SET 02-03-15_1478896416.pdf ,a. ,0 . . . ,,f SYMBOL LEGEND DRAWING LIST: 0. SECTION NO. ''-igg1.1# BUILDING SECTION CUT A1.0 COVER SHEET Vail 9/12/16&Emergency Services FLEEGER RESIDENCE /VP SURVEY SHEET NO. LANDSCAPE DRAWINGS DETAIL NO. 2950 BOOTH CREEK DR, VAIL VILLAGE FILING L-1 SITE LAN L-2P ANT GPLAN DETAIL CUT a I REFERENCE GRID LINE 3.2 SHEET NO. / VP 11 , BLOCK 3, LOT 2 ARCHITECTURAL DRAWINGS A2.0 SITE PLAN A2.1 AREA CALCS A2.2 LANDSCAPE AREA CALCS T.O.LE PWD. 00 A2.3 DEMO PLAN DETAIL CUT 0 SPOT ELEVATION ELEV.100'-0" A3.0 UNDERSLAB DRAINAGE PLAN B E RG L U N D % SIM. SITE ELEV.=116-0" A3.1 LOWER LEVEL FLOOR PLAN ARCHITECTS, LLC. A3.2 MAIN LEVEL FLOOR PLAN S A3.3 UPPER LEVEL FLOOR PLAN EXTERIOR ELEVATION A3.4 ROOF PLAN DRAWING REVISION A4.1 ELEVATIONS A4.1 41.0/4/\ A4.2 ELEVATIONS A4.3 PERSPECTIVES A5.1 SECTIONS US Mail Only: P. O. Box 2378 ROOM NUMBER LIVING �© A5.2 SECTIONS Physical/Fedex: 210 Edwards INTERIOR ELEVATION A9.1 A5.3 SECTIONS Village Blvd, Bldg A Suite A103 [100JA5.4 SECTIONS Edwards, Colorado 81632-2378 A6.1 DETAILS (970)926 4301, Fax: 926 4364 DOOR MARK 100 WINDOW MARK C a> A6.2 DETAILS hans(a�berglundarchitects.com A A6.3 DETAILS www. berglundarchitects.com ' A6.4 DETAILS MATERIAL LEGEND A6.5 DETAILS A6.6 DETAILS ~�' __ A7.1 FIREPLACE SHEET SECTION PLAN SECTION PLAN ._:::,, _ A7.2 FIREPLACE SHEET "� �� A7.3 FIREPLACE SHEET _ __ - _= _ •.-` �� A7.4 STAIR SHEET CONCRETE a SOIL/COMPACTED FILL III \/\/\/\% ��.Illiti ;= _� ___ - �- A8.0 WINDOW AND DOOR SCHEDULE\/\/\/\ �� VIII �. A8.1 WINDOW/DOOR DETAILS .+ •�; _: it 1 \\//\\//\\//\\/ - ` ■ A8.2 WINDOW/DOOR DETAILS ��������' - MT*_ VIJ ...i, A10.0 ELECTRICAL SCHEDULE AND NOTES ' �� A10.1 LOWER LEVEL RCP i :LW4 O i _.._ ,l_-��!�� y_� ':. 4' f U A10.2 MAIN LEVEL RCP CONCRETE MASONRY :���®®��� �������� ROCK/ ii•. `�' -"` � � $ TLL.---- _ � -.. A10.3 UPPER LEVEL RCP O •������• NON-COMPACTED FILL ►.i t�•x � r.� ----�.-..� - -- 1 �41111 , 1 4"14 I I IIII wig STRUCTURAL DRAWINGSINU Z fnil- J STONE SANDII •- - ■ , -• - S00 1 GENERAL NOTES ////////, i ■ , -... kiitil S-002 QA NOTES0 ' _ T • _ _ '„� ;,,I �..• S-100 LOWER LEVEL FOUNDATION PLAN LL s .. := =- r � - - -7-:-.- -� Ir S 101 MAIN LEVEL FRAMING PLAN III i' II��I�Ii .:,.- . sve ` '�""i"�"� Il�� S-102 UPPER LEVEL FRAMING PLANW�~ :Ilk - ""•- [I�j '� I S-103 ROOF FRAMING PLAN FRAME WALL FINISHED WOOD I ! i� I �� f- I. S300TYP. CONC. DETAILSCDH112 a _.,._ _ �� •� .1��7i'I�i�■ n -t ::�_ � a I l III�I. - - am_- < .,� ,---�[� � �� II -- �_- --- -- • I� �_. . t ' - � S-301S.O.G. DETAILSWherilin - i, -- ) I _ S 302 FOUNDATION DETAILS"� y' - w=: . ,T v - _ S-303 FOUNDATION DETAILS 0I��i_..> - t a z - � r� Y _ ___ ' - --I r :` S-500 TYPICAL STEEL DETAILS TILE L -- __ I I.iiiiiiiiiiii ROUGH FRAMING OR _ irk - :111111111:1:11'611.111WH' S-501 STEEL CONNECTIONS N ROUGH SAWN TRIM T IIis.,i.:.7.f.._,_,:-_..-; �' •.. i [ I �� . S-510 MOMENT FRAME ELEVATION AND DETAILS • Jr: i -.- S 600 TYPICAL WOOD FRAMING DETAILSI� Ci �- ` ` i. [ S-601 TYPICAL WOOD FRAMING DETAILSCO 11 I l + S-602 SHEAR WALL DETAILS JGLAZING I II WOOD BLOCKING -- ? _ - $ -_." O r� r _ S-610 FLOOR DETAILS- -� A �. ! , I { �. 1, [ �- S-611 FLOOR DETAILS I . �� . 3 Im� W Q 11 --L � e •_;,, _ () S-620 ROOF DETAILS m y - - r GLU LAM WOOD y1 111 ME NO RIM al,,...1111,_1"•_*11_ r - �- - - S-621 ROOF DETAILS M STEEL / L�■ • �__ - - - - - - -- -- - --._--___-x - - `'+ �__ _ MECHANICAL DRAWINGS ��- � f `r f M0.0 MECHANICAL COVER SHEETCe Q 0 M0.1 MECHANIAL ZONING SHEET ALUMINUM OR PARTICLE BD. OR M1.0 MECHANICAL SCHEDULES O SHEET METAL WOOD FIBER BD. M2.0 LOWER LEVEL MECHANICAL PLAN LU - M2.1 MAIN LEVEL MECHANICAL PLAN W M2.2 UPPER LEVEL MECHANICAL PLAN M3.0 MECHANICAL SCHEMATICS LI LU BATT INSULATION 222222222E RIGID INSULATION M3.1 MECHANICAL SCHEMATICS M4.0 MECHANICAL SPECIFICATIONS&SEQUENCE OF ce BUILDING PERMIT SET OPERATIONS W 0 GYP.WALL BOARD/ ACOUSTICAL CEILING 11 1 1 1 1 1 1 1 1 1 1 1 INU 1 STUCCO/PLASTER Issue Date. 02/03/2015 J O CARPET II IIIIIIIIIIIIIIIIIIIIIIIIII IJ O PLYWOOD \\\ in 0 LO ABBREVIATIONS PROJECT INFORMATION CODE INFORMATION N AAD Attic Access Door GALV Galvanized RW Roof Window Fleeger Residence CODE: 2012 IRC,2012 IECC OCCUPANCY TYPE: SINGLE FAMILY HOME ADD Addendum GC General Contractor RO Rough Opening 2950 Booth Creek Drive, Vail Village Filing 11, Block 3, Lot 2 ENERGY CONSERVATION:THE BUILDING COMPLIES WITH THE ENERGY CONSERVATION REQUIREMENT FROM CHAPTER 4 OF THE 2012 ADJ Adjacent GL Glass SAN Sanitary INTERNATIONAL ENERGY CODE PER ZONE 6B ADOPTED BY THE TOWN OF VAIL,AND AS DEMONSTRATED BY REScheck SOFTWARE, AS FOLLOWS: AOR Area of Refuge GR Grade SECT Section Zone District:Two-Family Primary/Secondary Residential ( PS ) AGG Aggregate GLB Laminated Wood Beam SEW Sewer Lot is .3679 acres,equal to 16,024 SF The following is a summary for the climate zone 6B of Table 402.1.1 requirements of the IEC and as adopted by The Town of Vail, and an outline of the proposed R AFF Above Finished Floor GYP Gypsum SHT Sheet values of the assemblies of the building which are defined in the Construction Document Drawings and Specifications: ALT Alternate GWB Gypsum Wallboard SHLV Shelves Allowable GRFA .46 SF/1 SF of site area< 10,000 SF of site area 10,000 x 0.46 equals 4,600 SF Maximum GlazingU-Factor of.30 for new single familydwellingunitsper Town of Vail amendments,this can be a weighted average. Provindingweighted aveage of REVISION ARCH Architectural HDW Hardware SIM Similar 9 9 9 9 9 BM Beam HD Head SL Sliding .38 SF per 1 SF of site area > 10,000 SF of site area 5,000 x 0.38 equals 1,900 SF . See weighted average calculations from the window manufacturer. .13 SF per 1 SF of site area > 10,000 SF of site area 1,024 x 0.13 equals 133 SF Revision BRG Bearing HVAC Heating,Ventilating, SM Sheet Metal Total Allowed Gross Residential Floor Area(GRFA)for entire lot 6,633 SF *Note-Contractor may use alternate insulation materials other than blown-in cellulose insulation to achieve equal R-values No. Description Revision Date BET Between and Air ConditioningSTC Sound-Transmission Class p BD Board HT Height SPEC Specification Ceilings-Requirement of R-49 which is reduced to R-38 per N1102.2.1 since the construction techniques provide a full R-38 insulation value over the wall top plate. VICINITY MAP BS Both Sides HWY Highway SQ Square Allowable site coverage is 20% of lot 3,205 SF The design provides a full R-38 insulation value over the wall top plate as follows: BO Bottom Of HOR Horizontal STD Standard BLDG Building ID Inside Diameter STL Steel Square Footage Summary Habitable SF GRFA SF 1. 14"TJI Roof Assembly- Provides R-65.5 per the 5/8"plywood over R-25 5 1/2" rigid foam panels over 5/8" plywood over 14"TJI filled with blown in R-49 cellulose CAB Cabinet INT Interior STRUCT Structure(al) Lower Level 2,280 SF 866 SF*1 insulation with GWB ceiling with a full R-38 assembly provided over top plate i_.... Cpt Carpet JT Joint SUB Substitute Main Level 2,267 SF 2,267 SF J CL Centerline LAM Laminate SUPPL Supplement(al) Upper Level 2,472 SF 2,472 SF pp Double Height Area 515 SF 2. Curved Glu-lam Roof Assembly- Provides R-51.1 per the R-25 of the 6 1/2"SIP over 18"glu-lams at 48" O.C. with 2x8 furring with blown-in R-26.1 cellulose CER Ceramic LAV Lavatory SUSP Suspend (ed) g insulation with 1x6 T&G decking ceiling with a full R-38 assembly over the top plate. CLOS Closet MFG Manufacturer TEL Telephone Total 7,019 SF 5,984 SF CMU Concrete Masonry Unit MO Masonry Opening TV Television Walls-Requires R-20: Providing R-29.8 per the sum of the provided R values of the typical 2x6 wood framing wall assembly with 3/4"wood siding, copper panels, or COL Column MTL Material TEMP Tempered 6"stone veneer, over 2 5/8" insulation panel (5/8"exterior sheathing, R-10 2" rigid foam insulation panels), 1/2"structural exterior sheathing, R-19.8 blown in Provided SF Allowed SF cellulose insulation (R-3.6per inch and 5/8"drywall exceeds the requirement.CONC Concrete MAX Maximum IE That Is ) rY q Main Unit Garage 82 SF 900.0 SF ` CJ Construction Joint MC Medicine Cabinet THK Thick - Site Coverage 3,200 SF 3,205 SF Basement Walls-Requires R-10 of continuous insulation or R-13 cavityinsulation : ProvidingR-40.7per the sum of theprovided R values of the R-20 4" rigid foamO. CONT Continuous MECH Mechanical TPH Toilet Paper Holder GRFA 5,984 SF 6,633 SF q g DP Damproofing MIN Minimum T&G Tongue and Groove insulation over the concrete wall with 2x4 wood furring set 1 1/2"off concrete with R-9.9 1 1/2"of 2#closed cell polyurethane spray foam insulation and 3"of blown in Oite cellulose insulation with R10.8(R-3.6 per inch)and 5/8"drywall exceeds the requirement. Note: R-20 exterior insulation is provided at all below grade conditions. DET Detail MISC Miscellaneous T&B Top and Bottom - DIA Diameter NIC Not In Contract TO Top Of *1 38%OF THE LOWER LEVEL WALL IS ABOVE EXISTING OR FINISHED GRADE WHICHEVER WAS MORE RESTRICTIVE, - DIM Dimension NA Not Applicable T Tread THEREFORE 38%OF THE LOWER LEVEL SF IS COUNTED AS GRFA(LOWER LEVEL HABITABLE 2,280 SF* .38- 866 SF) Floors (over unconditioned space)-Requires R-30: Providing R-43.2 at the floor/ceiling assemblies between the house and garage per 12"of blown in cellulose insulation. DW Dishwasher NTS Not to Scale TS Tube Steel b. DN Down OC On Center TYP Typical Site Coverage Basement Slab-Requires R-15 for 4'(since the slab is heated)-Provides R-20 exterior insulation from T.O. footing to grade, and the R-20 4" rigid insulation - DR Drain OPG Opening UG Underground Allowable site coverage is 20% of lot which equals 3,205 SF. 3,200 SF is provided. continuous under the topping slab DS Downspout OPP Opposite U.N.O. Unless Noted Otherwise DRWG Drawing OSB Oriented Strand Board UNFIN Unfinished Setbacks Garage Slab- R-15 for 4' (since the slab is heated)-Provides R-20 exterior insulation from T.O.footing to grade plus R-20 4" rigid insulation continuous under the front EA Each OD Outside Diameter UBC Uniform Building Code 20'from slab ' V- EL Elevation d Penny(nails, etc.) USG United States Gage 15'from sides PAF Power Actuated Fastened 15'from rear • EQ Equal VAR Variable ADDITIONAL REQUIREMENTS PER TOWN OF VAIL CODE AMENDMENTS: �� Patio can extend to 1/2 the distance of the setback Decks can encroach set back 5' + EXIST Existing PERF Perforated (d) VENT Ventilate ROOF COVERING: Meets Section 1505.6 of the Town of Vail Code-Fire Retardant Treated Wood Shingles and Shakes.The standing seam metal roofing will be - EJ Expansion Joint PFSM Prefinished Sheet Metal VIF Verify In Field installed to meet the required Class A roof or Class A roof assembly. caN- Roof or architectural projections can encroach 4' EXT Exterior PL Plate VERT Vertical FE CABT Fire Extinguisher Cabinet PLWD Plywood VAT Vinyl Asbestos Tile Height FIRE SPRINKLER SYSTEM: Building is to be equipped throughout with an automatic sprinkler system installed in accordance with NFPA 13 and the Town of Vail.A 41 FOC Face Of Concrete PROD Product V Voltage g monitored fire alarm system will also be provided. • 9 Flat iorn mansard roofs not to exceed 30' PLUMBING: See water service documents from Rader Engineering. See Architectural Drawings for fixture locations. • FOS Face Of Stud PROJ Project WC Water Closet g g g ,•_ ? /r Sloping roof not to exceed 33' MECHANICAL: See mechanical documents from Rader Engineering 'LP FIN Finish PROP Property WP Waterproof R' r Li ELECTRICAL: See load calculations from Rader Engineering for service and electric panel sizing ti FP Fireproof R Radius or Riser WT Weight Garage FL Floor REF Refer WIN Window Allow 300 sq.ft. per spaceup to 4 spaces or 12 sq.ft. in addition to allowable GRFA per(PS)primary secondary lot. 882 SF is provided. Cr � FD Floor Drain REFR Refrigerator W/ With (comb.form) CP 4- FTG Footing REINF Reinforce(d) W/O Without Landscape FDN Foundation REQD Required WD Wood Min 60%of lot shall be landscaped which equals 9,614 SF. 10,472 SF is provided. See sheet A2.2 for more information. 2950 BOOTH CREEK DR GA Gauge RHSM Round Head Sheet Metal Screw RM Room Parking Required per Chapter 10 If dwelling is more than 5,500 GRFA 5 spaces are required. 3 covered 9'x 18'(in garage)and 2 uncovered 9'x 19' parking spaces are provided. �1 Site Coverage . GENERAL NOTES Allowable site coverage is 20% of lot which equals 3,205 SF. 3,176 SF is provided. 0V c oz A. THE CONTRACT DOCUMENTS CONSIST OF ARCHITECTURAL AND STRUCTURAL DRAWINGS, THE AGREEMENT,THE GENERAL NOTES AND 't ' L/4?. ,:o SPECIFICATIONS.ANY WORK SHOWN IN ONE OF THE DOCUMENTS SHALL BE SUPPLIED AS THOUGH FULLY COVERED IN ALL. ANY Iz, t► DISCREPANCY BETWEEN THE DIFFERENT PARTS SHOULD BE REPORTED TO THE ARCHITECT IMMEDIATELY. �� rAN B. CONTRACTOR WILL ASSUME RESPONSIBILITY OF ITEMS REQUIRING COORDINATION AND RESOLUTION DURING THE CONSTRUCTION - g+ �� PROCESS lit 7k• C. ALL WORK SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND ORDINANCES,AND SHALL BE PREFORMED TO THE HIGHEST �` I 203 25 STANDARDS OF CRAFTSMANSHIP BY JOURNEYMAN OF THE APPROPRIATE TRADES. D. THESE DOCUMENTS ARE INTENDED TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED TO COMPLETE ALL rC r WORK DESCRIBED HEREIN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY ' CONDITIONS WHICH WILL NOT PERMIT CONSTRUCTION ACCORDING TO THE INTENTIONS OF THESE DOCUMENTS. IT IS THE ` eD AgC,CN,\ RESPONSIBILITY OF THE ARCHITECT TO PROVIDE DETAILS AND/OR DIRECTIONS REGARDING DESIGN INTENT WHERE IT IS ALTERED BY - EXISTING CONDITIONS OR WHERE NEGLECTED IN THE DOCUMENTS. E. ANY MATERIALS PROPOSED FOR SUBSTITUTION OF THOSE SPECIFIED OR CALLED OUT BY TRADE NAME IN THESE DOCUMENTS SHALL • BE PRESENTED TO THE ARCHITECT FOR REVIEW. THE CONTRACTOR SHALL SUBMIT SAMPLES WHEN REQUIRED BY THE ARCHITECT. • - PROJECT DIRECTORY AND ALL SUCH SAMPLES SHALL BE REVIEWED BY THE ARCHITECT BEFORE THE WORK IS PERFORMED. WORK MUST CONFORM TO THE BUILDING PERMIT SET REVIEWED SAMPLES. ANY WORK WHICH DOES NOT CONFORM SHALL BE REMOVED AND REPLACED WITH WORK WHICH CONFORMS AT I CLIENTS ARCHITECT CONTRACTOR INTERIOR DESIGNER LANDSCAPE STRUCTURAL MECHANICAL SOILS / CIVIL SURVEYOR THE CONTRACTOR'S EXPENSE. SUBCONTRACTORS SHALL SUBMIT REQUESTS AND SAMPLES FOR REVIEW THROUGH THE GENERAL Issue Date 02/03/2015 CONTRACTOR WHEN WORK IS LET THROUGH HIM OR HER. REQUIRED VERIFICATIONS AND SUBMITTALS TO BE MADE IN ADEQUATE TIME ARCHITECT ENGINEER ENGINEER ENGINEER AS TO NOT DELAY PROGRESS. Matt and Candee Fleeger BERGLUND ARCHITECTS, LLC HILL CONSTRUCTION TBD Ceres+ Landscape Martin/Martin, Inc. Rader Engineering HP Geotech Eagle Valley Surveying Drawn by AG F. SHOP DRAWINGS MUST BE THOROUGHLY REVIEWED BY CONTRACTOR PRIOR TO SUBMITTING TO ARCHITECT TO MAKE SURE THEY ARE ACCURATE AND MEET DESIGN INTENT. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR HIS OR HER REVIEW WHERE Architecture Checked by HB CALLED FOR ANYWHERE IN THESE DOCUMENTS. REVIEW SHALL BE MADE BY THE ARCHITECT BEFORE WORK IS BEGUN,AND WORK 6640 Spring Valley Rd. P.O. Box 2378 Contact: Gary Hill Contact: Sean Molloy Contact: Drew Rader Contact: Steve Pawlak 41199 Hwy. 6 and 24, Eagle SHALL CONFORM TO THE REVIEWED SHOP DRAWINGS, SUBJECT TO REPLACEMENT AS REQUIRED IN PARAGRAPH E ABOVE.ARCHITECT Dallas,TX 75254 Contact: Scott Sones Vail Scale 1/4" = 1'-0" WILL TRY TO IDENTIFY ANY DISCREPENCIES IN SHOP DRAWINGS, BUT CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR SHOP DRAWING 210 Edwards Village Blvd P.O. Box 1735 225 Main St. 40690 Hwy. 6 5020 County Road 154 P.O. Box 1230 ACCURACY. itifek Phone: (214)878-0333 Suite A103 Edwards, CO 81632 P.O. Box 2134 Unit C101 Suite E-1 Glenwood Springs, CO Edwards, CO 81632 G. THE BUILDING INSPECTOR SHALL BE NOTIFIED BY THE CONTRACTOR WHEN THERE IS NEED OF INSPECTION AS REQUIRED BY THE 2012 • Edwards, CO 81632 Eagle, CO 81631 Edwards, CO 81632 Avon, CO 81620 81601 INTERNATIONAL RESIDENTIAL CODE OR ANY LOCAL CODE OR ORDINANCE. mattf@gulfcoastwestern.com Phone: (970)390-3413 Phone: (970)945-7988 Phone: (970)3949-1406 H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, FOR Phone: (970)926-4301 Phone: (970)949-3286 Phone: (970)926-6007 Phone: (970)845-7910 Fax: (970)945-8454 COVER COMPLIANCE WITH FEDERAL AND STATE O.S.H.A. REGULATIONS,AND FOR THE PROTECTION OF ALL WORK UNTIL IT IS DELIVERED Fax: (970)926-4364 garyhill@centurytel.net Fax: (970)262-2162 Fax: (970 845-7522 COMPLETED TO THE OWNER. 5 c‘ LA i@ g studio@ceres-plus.com SMolloy@martinmartin- drader@raderengineering.com Steve@hpgeotech.com SHEET I. ALL DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALED DIMENSIONS. DIMENSIONS NOTED WITH "N.T.S." DENOTES NOT TO SCALE. t 1 hans ber lundarchitects.com mtn.com J. CONTRACTOR SHALL VERIFY AND COORDINATE ALL OPENINGS THROUGH FLOORS, CEILINGS,AND WALLS WITH ALL ARCHITECTURAL, N 1 \I milib I % .7,. ri STRUCTURAL, MECHANICAL, PLUMBING,AND ELECTRICAL DRAWINGS. v K. CONTRACTOR TO COORDINATE NEW CONSTRUCTION W/EXISTING CONDITIONS AND NOTIFY ARCHITECT AND STRUCTURAL ENGINEER M ABOUT DISCREPENCIES OF DRAWINGS OF EXISTING HOUSE AND ASSUMPTIONS. A1evi Lo■ 0 Lo N ch N so OF p4 .....z....e.b..4. z .lo z 4. $ +1 P7i A4.2 ''' 2 Vail Fire&Emergency Services 09/12/16 O © © 4 © 6 2 0 ® 303 410 3 4 5 2 1 A5.2 2 A5.3 A5.4 A5.3 A5.2 A5.2 A5.2 A5.4 A5.3 A5.3 BERGLUND ARCHITECTS, LLC. , • f FCF' Fire Alarm Control Panel Scope of Work: ** Install New Fire Security Panel \' System Keypad ** Install new Combination 120vac Gentex Smoke Detectors ** Electrician to provide a dedicated 120vac ® - US Mail Only: P. O. Box 2378 smoke detector locations and Separate 120vac 20dmpamp circuit to Circuit to the FCP 120vac Gentex Combination Smoke Detectors Physicl/Fedex: 210 Edwards Village aBlvd, Bldg A Suite A103 (144A. ClitIAMIii OCL4 d \ Edwards, Colorado 81632-2378 Location. Install New Gentex 120vac CO Detector \ hanscbe gl 4301, da chitects.com4 (\A, ** Install new Low Frequency Horns on Each Level and in Each Bedroom www. berglundarchitects.com ** Monitor Fire Sprinkler System � ��o-�� MM ** Install Exterior Horn / Strobe for Fire Sprinkler Water FLow Indication - - cc Gentex 120vac CO Detector ** Each Detection Device to have an 18/6 FPL Home Run to the Fire , N Cal I ‘ 5 \ q i Control Panel ** One 14/4 FPL Circuit to be run to each LF Horn per Floor I � f Low Frequency Horn Only i 111 PROVIDE POWER AS /r' a REQ'D. PER MECHANICAL0 I \ EQUIP.RE:MECH. ® Exterior Horn Strobe W 1 -s -..L -(1 Z (.9 A ;liio am; °, \ , \ I I 1 III n Q. 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