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HomeMy WebLinkAbout12335 W. 34th PlaceFrom: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Solar PV Installation Date: Thursday, March 4, 20218:53:07 PM Solar PV Installation This application is exclusively for Solar PV Installations YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes Solar PV Installation? PROPERTY INFORMATION Property Address 12335 w 34th pl, Wheat Ridge, CO, 80033 Property Owner Name Rodrigo Villalba Fuentes / Chelsea Villalba Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 502 680 6936 villalba. rodrigo@gmail.com Electronic-Payment-Form-Blda. odf CONTRACTOR INFORMATION Contractor Business Homeowner Name Wheat Ridge 11111 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 5026806936 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email villalba.rodrigo@gmail.com Address Retype Contractor villalba.rodrigo@gmail.com Email Address DESCRIPTION OF WORK Scope of Work PV Installation KW 3.36 kw # of Panels 8 Location of Panels Garage roof Structural required No Upload engineer letter Paae1.ndf or pages on 8 1/2" x 11" only Solar Installation Plan 2579-53093-93193-10607-PermitPlanSet (1).Ddf Set on 11'x17" only. Project Value (contract $6,500 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Rodrigo Villalba Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. February 22, 2021 Villalba Residence 12335 West 34th Place Wheat Ridge, CO 80033 ZO'lik Lei I M I M M MOMM 10 00- M, Design Criteria: Design Wind Speed (ASD)- 136 mph Ground Snow Load- 43 psf Risk Category- II Exposure category- C RE: Structural Roof Evaluation for the Villalba Residence: 12335 West 34th Place, Wheat Ridge, Colorado As per your request, we have evaluated the roof structure under the proposed solar panel array. The information used to evaluate this structure was gathered during an evaluation by the homeowner on behalf of Right Angle Engineering. The roof structure consists of pre -manufactured trusses spaced at 24" on center. The roof material consists of asphalt shingles. The design criteria used to analyze this structure are listed above and included with this letter. The adopted building codes in this jurisdiction are: the 2018 International Building Code, the 2018 International Existing Building Code, and ASCE 7-16. International Existing Building Code (IEBC) 2018 section 806.2 indicates that alterations to an existing building that results in less than a 5% increase in the total stress may be performed without a structural evaluation of the existing building. As demonstrated in the attached calculations, the additional weight of the solar panels will be less than 5% increase in the gravity loading and the stress on the existing roof framing. Based on our assessment we have determined that the existing roof framing will safely and adequately support the additional loads imposed by the solar panels without reinforcement. In order for the loads to be evenly distributed, the roof attachments should be staggered and spread evenly throughout the panel array. Attachment points should be spaced at a maximum of 48" on center. The racking system should be installed per the manufacture's specifications. There should be a minimum of 14 L -foot attachment points to the roof. Each attachment should have a 5/16" or 18/8 SS lag screw with 2.5" minimum penetration centered on each truss top chord. Waterproofing around the roof penetrations is the responsibility of others. Right Angle Engineering assumes no responsibility for improper installation of the solar panels. Regards, c,p,UO Lie UG �. P.E 04'S4038,'+e�� �.���. 2/22/21 Robert D Smythe, P.E. Glp Right Angle Engineering 55 WEST 500 SOUTH, HEBER CITY, UT 84032 T 925.787.3067 U RIGHTANGLEENG.COM A0 N 10 ■ k INEill E11=112.'41101 (407iH- Design Wind Speed (3 second gust) 136 mph Exposure Category C Risk Category 2 Mean Roof Height 30 ft Roof Type Gable Roof Building Type enclosed Asphalt Shingles 2 psf 5/8" Plywood Sheathing 2 psf Roof Framing 4 psf Insulation 3.85 psf Gypsum sheathing 2 psf Solar Panel Array 3 psf Dead Load Without Panels 13.85 psf Dead Load With Solar panels 16.85 psf Roof •.• Existing Roof Live Load 20 psf ASCE 7-16 Table 4.3-1 Roof Live Load with Solar Panels 0 psf 2018 IBC 1607.13.5.1 Roof SnowLoad-ASCE Ground Snow Load (pg) 43 psf Section 7.2 Exposure Factor (Ce) 0.9 Table 7.3-1 Thermal Factor (Ct) 1.1 Table 7.3-2 Importance Factor (Is) 1 Table 1.5-2 Flat Roof Snow Load (Pf) 30 Equation 7.3-1 Slippery surface Slope Factor (Cs) 0.75 Figure 7-2 Nonslippery Surface Slope Factor (Cs) 1 Figure 7-2 Roof Snow Load 30 Reduced Roof Snow Load (Slippery Surface) 22 •.• Combinations - ASCE 7-16 Section D + Lr D + S 2 Without Solar Panels 33.8 psf 43.6 psf psf Equation 7.4-1 psf Equation 7.4-1 With Solar panels 16.8 psf 39.2 psf � ■ M [AINEL610100M Roof Slope 25 degrees Number of panels 8 Panel Area 140 ft^2 GCp Zone 1 -0.9 1820.7 ft -lbs Figure 30.3 -(2A -5B) GCp Zone 2 -1.7 567.4 lbs Figure 30.3 -(2A -5B) GCp Zone 3 -2.6 Vertical Reaction (V2) Figure 30.3 -(2A -5B) Gcpi 0.18 Less than 105% Table 26.13-1 Velocity Pressure (qh) 39.4 psf qh= .00256KhKhtKdV^2 Equation 26.10-1 Kh 0.98 Table 26.10-1 Kht 1 Equation 26.8-1 Kd 0.85 Table 26.6-1 Designed wind pressure (P) psf Equation 30.8-1 P= gh(GCh) - (GChi)) Zone 1 Pressure (P) -42.6 psf Zone 2 Pressure (P) -74.2 psf Zone 3 Pressure (P) -109.6 psf Roof • • Shear Capacity 190 lbs NDS 2015 Table 12K Shear tributary area 17.7 ft^2 Pullout Capacity 266 lbs/in Lag screw embedment 2.5 in Total pullout capacity 665 lbs NDS 2015 Table 12.2A Pullout max tributary area 9 ft^2 Factor of Safety 1.11 Minimum number of connections 14 Beam Span Spacing Roof Framing type Panel Orientation Number of Panels per rafter Panel distance from eave 1 13 ft 2 ft pre -manufactured trusses portrait 1 3 F] Without Solar With Solar Percent Panels Panels Increase City 3/z9/zr Bending Moment 1844.2 ft -lbs 1820.7 ft -lbs 98.7% Less than 105% Vertical Reaction (V1) 567.4 lbs 530.2 lbs 93.4% Less than 105% Vertical Reaction (V2) 567.4 lbs 530.2 lbs 93.4% Less than 105% GENERAL NOTES III REFLECT NOTES 112 THIS 4HCTCMLTAIC IPE SYSTEM SHALL COMPLY PATH THE NWIONAL B£WRC COLE (NEC) ARTICLE 691 ALL JURIeOIL-0CNS THHAPPUGBIE CORERS 113 THE MIITYINTERCONUEwCN WPUC91ON MEET BE ABSENCE AND PVBYSTEM INSPECTED PEOPLE PARALLEL OPERATION 114 GROUND FAULT DETECTION ADD INIEI&UITIDN SED) PENCE IS INTEGRATED RUTH THE UICRONCERTLR IN ACCORDANCE Am DEC 691411BI 115 ALL Be SYSTEM COMPONENTS, MODULES, MIITYAMERACLURE INSERTERS PND SOURCE CIRCLE COMBINER BOXES PPE DENTED AND LISTED FOR USE A PHOTOVOvwc SYSTEMS AS REQUIRED BY DEC 0 4 Be MODULES Ul IE611S, MEILCU215 ADD NFPA m CLASS FIRE INSEWEPS UL 17419MwEE IEEE 159, 99, 519 COMBINER BOXES) UL HAD OR 1741 ACCESSORY 116 MAX OC VOLTAGE CALCULATED WIG uANIFARIPER MESSAGE FEW COFFEE NOT WR VAN IF UNAVAIIE IE MAX Ed MLTAGE CALCULATED AGORDINGTO NEC 6911 Tv AT EASTERN, PHOTOMLTAIc MODULES PHOTOMLTAIC PAPERS AND SOURCE CIRCLE COMBINERS INTENDED FOR USE IN A PHOTOMLTAIC POUNDS SYSTEM SIU BE IDENFRED ADD USTED FOR THE WPUC91ON PER Rdi IN SHALL BE INSTALLED ACCORDING TO PLAY INSTRUCTIONS FROM LYING OUR SENSE NEC PLC] 118 ALL SIGNAGE TO BE PLACED IN ACCORDANCE RUTH OCAL BUILDING CODE IF EXPOSED TO CUNUGHT, E SHAM BE UV RESISTANT ALL PLAQUES PND SIGNAGE SIL BE INSTALLED AS REQUIRED BYTHE NEC ME WIJ. 121 60PECFwCRIE 122 PRIME CONTRACTOR Is RESPONSIBLE FOUR THE DESIGN PND SPECIHC91ONS OF THE DRIFTED PHOUTOUMLTAIC SYSTEM RUPERT PRIDE COMPACTOR ALL BE RESPONSIBLE FOR AND INSTALL THE EXTERIOR FOOMOUMED PORTION OF THE PHOTOMLTAICCYTEMCDETAILEDINTHICDOCUMEM. 131 W]RRIICWDE6` 132 PVR OFARANMENIG-IROUNRIWERASHKOR 133 PVPAIXINGCYSTE111NTALLWIOUN-IROUNNWEXR-10 134 PVuooULLANDwSERTEPwTALWIOUN-HANOWQCBIE QPEAKDUOLGG4261ERPHGE1X1A722UE 135 PVEQUIvuENTGROUwwG 136 Be SYSTEM AIRINELS A FOOMOUMEQ JUSTICE BOX 131 PVOADCBTEPC6FACULDER 139 PVUETRPoIUQNFORA36FACULDER 139 PVOSCONJECIG 1316 PVGROWDINGBEUMDEBBOMINGIDIEIGEC 1311 PRINALCOMMICSIONING 13121 EIBECTRICALEQUIvMETRETRQBTFORPV 1313 BANKS PLACED A ACCORDANCE RUTH OCALBUWAG CODE SCOPE of WOW SWIEMSIZE NEW PV SYSTEM: 3.360 kWp VILLALBA RESIDENCE 12335 W 34TH PL WHEAT RIDGE, CO 80033 ASSESSOR'S #: 3929108030 AERIAL PHOTO 01 NOT TO SCALE Approval Notes 011 1) PN aray system to Lae grounding system installed per Paroll of Amcle250 2020 N EC AmcIe 6904TI1Jl__ _�y��i� City E !�t'a�aVp E//�VVhC, PEP per Y� "O 2) If a EER ground In not available provide or verify sup ep mental__ i MWJ ground rods per 2020 NEC Amc1e 25053ECC3). APPROVED 3) Cold EFHot Water EF Natural Gas PENN nl� per 2020 NEC Am He 250.1OHSG( I 115 MPH Revew¢l rarcoee ComolLsnce 3 z9 u NO Easmtnn Oete nm+e.ue,,rvp .w�.m.a...mN a• +.4.au.�Y,wa a�.m BTC 9 4291=3369011 PID 303976111 311FUNDC ISHAN HACCRDE PEAK Ou0L AD EEO (8)ENTIRE 1172-2US ATTACHMENT TWE IRONROGE RASH ROPER PLAT MAP 02 NOUN SCALE AT E PROJECT INFORMATION OAFER NNE RODRIGO MIWIBA PROJECT MANAGER NNE PHONE COMPACTOR NNE On HOMEOAFERINSTALL PHONE 5626866936 ALTHORTEGHAENG REDUCTION BUILDING arvOFAHEATROGE ZONES (IrvOFAHEATRBGE UMLIT DaIGNSPEanCATOW OCCUPARY" 6 CONSTRCT0N NEAR FAMLY CURVES RENCENTAL GROw0BN04 LOAD 220PSF NIw EXPOSURE C 1 MSPEE. 115 MPH APPLICABLE CODES B Stoats BUILDING I3 161 RO 2018 ELECTRCAL NEC 20T B HE ITC 2018 CONTRACTOR Of Y HON ESAN LR ACT ALL PHONE ANHEW36 ALOPEDs 193 A WH PL AHE AT Rm3E CO BEEF TO PC HE PC ELE PC UP OTHER EEO CROP THE NAME SCALE UUMBITTA sauna NO I US CO PYRE HTLEM AND NALLBESUBJETTO Car Oil No PROSEUTANS NEW PV SYSTEM. 3 300 k1N VILLALBA RESIDENCE 12335 W 34TH PL WHEAT RIDGE, CO 60033 ASSESSOR'S% 3828103030 PAPER me 11 n CONED COVER PAGE DATE Of 72021 OWNS EV P A OFFICERS BY: Mu. REASONS T-001.00 mERTT 2.1.1 SITE NOTES: 4.5.1 GROUNDING NOTES: 2.1.2 A LADDER WILL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH OSHA 2.5.2 GROUNDING SYSTEM COMPONENTS SHALL BE LISTED FOR THEIR PURPOSE, REGULATIONS. AND GROUNDING DEVISES EXPOSED TO THE ELEMENTS SHALL BE RATED FOR 2.1.3 THE PV MODULES ARE CONSIDERED NON-COMBUSTIBLE AND THIS SYSTEM IS SUCH USE. A UTILITY INTERACTIVE SYSTEM WITH NO STORAGE BATTERIES. 2.5.3 PV EQUIPMENT SHALL BE GROUNDED ACCORDING TO NEC 690.43 AND 2.1.4 THE SOLAR PV INSTALLATION WILL NOT OBSTRUCT ANY PLUMBING, MINIMUM NEC TABLE 250.122. MECHANICAL, OR BUILDING ROOF VENTS. 2.5.4 METAL PARTS OF MODULE FRAMES, MODULE RACKING, AND ENCLOSURES 2.1.5 PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND CONSIDERED GROUNDED IN ACCORD WITH 250.134 AND 250.136(A). PROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED AS PER SECTION NEC 2.5.5 EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED ACCORDING TO NEC 110.26. 690.45 AND MICROINVERTER MANUFACTORERS' INSTRUCTIONS. 2.1.6 ROOF COVERINGS SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN 2.5.6 EACH MODULE WILL BE GROUNDED USING WEEB GROUNDING CLIPS AS ACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURER'S SHOWN IN MANUFACTURER DOCUMENTATION AND APPROVED BY THE AHJ. IF INSTRUCTIONS SUCH THAT THE ROOF COVERING SERVES TO PROTECT THE WEEBS ARE NOT USED, MODULE GROUNDING LUGS MUST BE INSTALLED AT BUILDING OR STRUCTURE. THE SPECIFIED GROUNDING LUG HOLES PER THE MANUFACTURERS' INSTALLATION REQUIREMENTS. 2.2.1 EQUIPMENT LOCATIONS: 2.5.7 THE GROUNDING CONNECTION TO A MODULE SHALL BE ARRANGED SUCH 2.2.2 ALL EQUIPMENT SHALL MEET MINIMUM SETBACKS AS REQUIRED BY NEC THAT THE REMOVAL OF A MODULE DOES NOT INTERRUPT A GROUNDING 110.26. CONDUCTOR TO ANOTHER MODULE. 2.2.3 WIRING SYSTEMS INSTALLED IN DIRECT SUNLIGHT MUST BE RATED FOR 2.5.8 GROUNDING AND BONDING CONDUCTORS, IF INSULATED, SHALL BE COLORED EXPECTED OPERATING TEMPERATURE AS SPECIFIED BY NEC 690.31 (A),(C) GREEN OR MARKED GREEN IF#4 AWG OR LARGER [NEC 250.1191 AND NEC TABLES 310.15 (13)(2)(A) AND 310.15 (13)(3)(C). 2.5.9 THE GROUNDING ELECTRODE SYSTEM COMPLIES WITH NEC 690.47 AND NEC 2.2.4 JUNCTION AND PULL BOXES PERMITTED INSTALLED UNDER PV MODULES 250.50 THROUGH 250.106. IF EXISTING SYSTEM IS INACCESSIBLE, OR ACCORDING TO NEC 690.34. INADEQUATE, A GROUNDING ELECTRODE SYSTEM PROVIDED ACCORDING TO 2.2.5 ADDITIONAL AC DISCONNECT(S) SHALL BE PROVIDED WHERE THE INVERTER NEC 250, NEC 690.47 AND AHJ. IS NOT WITHIN SIGHT OF THE AC SERVICING DISCONNECT. 2.5.10 GROUND -FAULT DETECTION SHALL COMPLY WITH NEC 690.41(B)(1) AND (2) TO 2.2.6 ALL EQUIPMENT SHALL BE INSTALLED ACCESSIBLE TO QUALIFIED PERSONNEL REDUCE FIRE HAZARDS ACCORDING TO NEC APPLICABLE CODES. 2.2.7 ALL COMPONENTS ARE LISTED FOR THEIR PURPOSE AND RATED FOR 2.6.1 DISCONNECTION AND OVER -CURRENT PROTECTION NOTES: OUTDOOR USAGE WHEN APPROPRIATE. 2.6.2 DISCONNECTING SWITCHES SHALL BE WIRED SUCH THAT WHEN THE SWITCH IS OPENED THE CONDUCTORS REMAINING ENERGIZED ARE CONNECTED TO 2.3.1 STRUCTURAL NOTES: THE TERMINALS MARKED "LINE SIDE" (TYPICALLY THE UPPER TERMINALS). 2.3.2 RACKING SYSTEM & PV ARRAY WILL BE INSTALLED ACCORDING TO 2.6.3 DISCONNECTS TO BE ACCESSIBLE TO QUALIFIED UTILITY PERSONNEL, BE CODE -COMPLIANT INSTALLATION MANUAL. TOP CLAMPS REQUIRE A LOCKABLE, AND BE A VISIBLE -BREAK SWITCH DESIGNATED SPACE BETWEEN MODULES, AND RAILS MUST ALSO EXTEND A 2.6.4 PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDINGS SHALL INCLUDE A MINIMUM DISTANCE BEYOND EITHER EDGE OF THE ARRAYISUBARRAY, RAPID SHUTDOWN FUNCTION TO REDUCE SHOCK HAZARD FOR EMERGENCY ACCORDING TO RAI MANUFACTURER'S INSTRUCTIONS. RESPONDERS IN ACCORDANCE WITH 690.12(A)THROUGH (D). 2.3.3 JUNCTION BOX WILL BE INSTALLED PER MANUFACTURERS' SPECIFICATIONS. 2.6.5 ALL OCPD RATINGS AND TYPES SPECIFIED ACCORDING TO NEC 690.8, 690.9, IF ROOF -PENETRATING TYPE, IT SHALL BE FLASHED & SEALED PER LOCAL AND 240. REQUIREMENTS. 2.6.6 MICROINVERTER BRANCHES CONNECTED TO A SINGLE BREAKER OR 2.3.4 ROOFTOP PENETRATIONS FOR PV RACEWAY WILL BE COMPLETED AND GROUPED FUSES IN ACCORDANCE WITH NEC 110.3(B). SEALED WI APPROVED CHEMICAL SEALANT PER CODE BY A LICENSED 2.6.7 IF REQUIRED BY AHJ, SYSTEM WILL INCLUDE ARC -FAULT CIRCUIT PROTECTION CONTRACTOR. ACCORDING TO NEC 690.11 AND UL1699B. 2.3.5 ALL PV RELATED ROOF ATTACHMENTS TO BE SPACED NO GREATER THAN THE SPAN DISTANCE SPECIFIED BYTHE RACKING MANUFACTURER. 2.7.1 INTERCONNECTION NOTES: 2.3.6 WHEN POSSIBLE, ALL PV RELATED RACKING ATTACHMENTS WILL BE 2.7.2 LOAD -SIDE INTERCONNECTION SHALL BE IN ACCORDANCE WITH [NEC 705.12 STAGGERED AMONGST THE ROOF FRAMING MEMBERS. (B)] 2.7.3 THE SUM OF THE UTILITY OCPD AND INVERTER CONTINUOUS OUTPUT MAY 2.4.1 WIRING & CONDUIT NOTES: NOT EXCEED 120% OF BUSBAR RATING [NEC 705.12(D)(2)(3)]. 2.4.2 ALL CONDUIT AND WIRE WILL BE LISTED AND APPROVED FOR THEIR PURPOSE. 2.7.4 THE SUM OF 125 PERCENT OF THE POWER SOURCE(S) OUTPUT CIRCUIT CONDUIT AND WIRE SPECIFICATIONS ARE BASED ON MINIMUM CODE CURRENT AND THE RATING OF THE OVERCURRENT DEVICE PROTECTING THE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING. BUSBAR SHALL NOT EXCEED 120 PERCENT OF THE AMPACITY OF THE 2.4.3 CONDUCTORS SIZED ACCORDING TO NEC 690.8, NEC 690.7. BUSBAR, PV DEDICATED BACKFEED BREAKERS MUST BE LOCATED OPPOSITE 2.4.4 VOLTAGE DROP LIMITED TO 1.5%. END OF THE BUS FROM THE UTILITY SOURCE OCPD [NEC 705.12(B)(2)(3)]. 2.4.5 DC WIRING LIMITED TO MODULE FOOTPRINT. MICROINVERTER WIRING 2.7.5 AT MULTIPLE ELECTRIC POWER SOURCES OUTPUT COMBINER PANEL, TOTAL SYSTEMS SHALL BE LOCATED AND SECURED UNDER THE ARRAY WI SUITABLE RATING OF ALL OVERCURRENT DEVICES SHALL NOT EXCEED AMPACITY OF WIRING CLIPS. BUSBAR. HOWEVER, THE COMBINED OVERCURRENT DEVICE MAY BE 2.4.6 AC CONDUCTORS COLORED OR MARKED AS FOLLOWS: EXCLUDED ACCORDING TO NEC 705.12 (13)(2)(3)(C). PHASE AORLl- BLACK 2.7.6 FEEDER TAP INTERCONECTION (LOAD SIDE) ACCORDING TO NEC 705.12 PHASE B OR L2- RED, OR OTHER CONVENTION IF THREE PHASE (13)(2)(1) PHASE C OR L3- BLUE, YELLOW, ORANGE"*, OR OTHER CONVENTION 2.7.7 SUPPLY SIDE TAP INTERCONNECTION ACCORDING TO NEC 705.12 (A) WITH NEUTRAL- WHITE OR GREY SERVICE ENTRANCE CONDUCTORS IN ACCORDANCE WITH NEC 230.42 IN 4 -WIRE DELTA CONNECTED SYSTEMS THE PHASE WITH HIGHER VOLTAGE 2.7.8 BACKFEEDING BREAKER FOR ELECTRIC POWER SOURCES OUTPUT IS EXEMPT TO BE MARKED ORANGE [NEC 110.151. FROM ADDITIONAL FASTENING [NEC 705.12 (13)(5)]. CONTRACTOR DIY HOMEOWNER INSTALL PHONE: 502-6806936 ADDRESS: 12335 W 34TH PL WHEAT RIDGE, CO 80033 LIC. NO.: HIC. NO.: ELE. NO.: UNAUTHORIZED USE OF THIS DRAWN G SET W THOU T WRI TTEN PERMISSION FROM CONTRACTOR IS IN VI OLAT ON OF U 5. COPYRI GHT LAWS AND WLLBE SUBJECT TO ❑ML DAMAGES AN D PROSECU T ON S. NEW PV SYSTEM: 3.360 kW VI LLALBA RESIDENCE 12335 W 34TH PL WHEAT RIDGE, CO 80033 ASSESSOR'S #: 3929108030 E PAPER SIZE. 11"x 17" (ANSI B) NOTES DATE: 01.17.2021 DESIGN BY: P.A. CHECKED BY: M.M. REVISIONS G-001.00 (SHEET 2) I I EXTERIOR PV EQUIPMENT I METERMIAIN AC CUSTOMER GENERATION DISCONNECT IAC LOAD CENTER i AREA 0 F WO f 61'-511 GENERAL NOTES 1. FIELDVERIFYALLMEASUREMENTS 2. ITEMS BELOW MAY NOT BE ON THIS PAGE PROPERTY LINE NOTE: NO SPECIAL ACCESS INSTRUCTIONS (HERE ARE NO ISSUES VNTH ACCESS 420VV= 3.36kVV 01 SITE PLAN 1116' =1'-0' 0® N WTE S CONTRACTOR DIY HOMEOWNER INSTALL PHONE: 502-6806936 ADDRESS: 12335 W 34TH PL WHEAT RIDGE, CO 80033 LIC. NO.: HIC. NO.: ELE. NO.: UNAUTHORIZED USE OF THIS DRAWN G SET W THOU T WRI TTEN PERMISSION FROM CONTRACTOR IS IN VI OLAT ON OF U 5. COPYRI GHT LAWS AND WLLBE SUBJECT TO ❑ML DAMAGES AN D PROSECU T ON S. NEW PV SYSTEM: 3.360 kW VI LLALBA RESIDENCE 12335 W 34TH PL WHEAT RIDGE, CO 80033 ASSESSOR'S #: 3929108030 E PAPER SIZE. 11"x 17" (ANSI B) SITE PLAN DATE: 01.17.2021 DESIGN BY: P.A. CHECKED BY: M.M. REVISIONS A-101.00 (SHEET 3) EXTERIOR PV EQUIPMENT (E) (1) METERMIAIN (N) (1)AC CUSTOMER GENERATION DISCONNECT (N) (1) AC LOAD CENTER ELECTRICAL PLAN " 01 10=1' 0® w�E s GENERAL NOTES 1. FIELDVERIFYALLMEASUREMENTS 2. ITEMS BELOW MAY NOT BE ON THIS PAGE OMODULE STRINGING NOTE: NO SPECIAL ACCESS INSTRUCTIONS NOTE: THERE ARE NO ISSUES VNTH ACCESS STC: 8 X 420VV = 3.36kVV ARRAY 1 - 7.760 kW [x81(N) MODULES TILT: 25 DEGREES ROOF PITCH: 6:12 AZIMUTH: 190 DEGREES 40.55" 81.89" 4 - MODULE: HANWHA Q -CELLS Q.PEAK DUO L -G6 420 420 WATTS CONTRACTOR DIY HOMEOWNER INSTALL PHONE: 502-6806936 ADDRESS: 12335 W 34TH PL WHEAT RIDGE, CO 80033 LIC. NO.: HIC. NO.: ELE. NO.: UNAUTHORIZED USE OF THIS DRAWN G SET W THOU T WRI TTEN PERMISSION FROM CONTRACTOR IS IN VI OLAT ON OF U 5. COPYRI GHT LAWS AND WLLBE SUBJECT TO ❑ML DAMAGES AND PROSECUT ONS. NEW PV SYSTEM: 3.360 kW VI LLALBA RESIDENCE 12335 W 34TH PL WHEAT RIDGE, CO 80033 ASSESSOR'S #: 3929108030 'RD PAPER SIZE. 11"x 17" (ANSI B) ELECTRICAL PLAN DATE: 01.17.2021 DESIGN BY: P.A. CHECKED BY: M.M. REVISIONS A-102.00 (SHEET4) SOLAR ATTACHMENT PLAN VjGE 0® r 1 1 GENERAL NOTES 1. FIELDVERIFYALLMEASUREMENTS 2. ITEMS BELOW MAY NOT BE ON THIS PAGE FLUSH MOUNT SOLAR MODULES ATTACHED TO ROOF SURFACE (SEE SHEETS -501 FOR MOUNTING DETAILS) 40.55" 81.89" 4— ROOF TRUSSES MODULE: HANWHA Q -CELLS Q.PEAK DUO L -G6 420 420 WATTS CONTRACTOR DIY HOMEOWNER INSTALL PHONE: 502-6806936 ADDRESS: 12335 W 34TH PL WHEAT RIDGE, CO 80033 LIC. NO.: HIC. NO.: ELE. NO.: UNAUTHORIZED USE OF THIS DRAWN G SET W THOU T WRI TTEN PERMISSION FROM CONTRACTOR IS IN VI OLAT ON OF U 5. COPYRI GHT LAWS AND WLLBE SUBJECT TO ❑ML DAMAGES AND PROSECUT ONS. NEW PV SYSTEM: 3.360 kW VI LLALBA RESIDENCE 12335 W 34TH PL WHEAT RIDGE, CO 80033 ASSESSOR'S #: 3929108030 EN city of PAPER SIZE. 11"x 17 (ANSI B) SOLAR ATTACHMENT PLAN DATE: 01.17.2021 DESIGN BY: P.A. CHECKED BY: M.M. REVISIONS A-103.00 (SHEETS) (E) UTILITY (E) METER/MAIN HOUSE ELEVATION (WEST SIDE' NOT TO SCALE 02 HOUSE ELEVATION (SOUTH SIDE, NOT TO SCALE Dil Dil n GENERAL NOTES 1. FIELDVERIFYALLMEASUREMENTS 2. ITEMS BELOW MAY NOT BE ON THIS PAGE CONTRACTOR DIY HOMEOWNER INSTALL PHONE: 502-6806936 ADDRESS: 12335 W 34TH PL WHEAT RIDGE, CO 80033 LIC. NO.: HIC. NO.: ELE. NO.: UNAUTHORIZED USE OF THIS DRAWN G SET W THOU T WRI TTEN PERMISSION FROM CONTRACTOR IS IN VI OLAT ON OF U 5. COPYRI GHT LAWS AND WLLBE SUBJECT TO ❑ML DAMAGES AND PROSECUT ONS. NEW PV SYSTEM: 3.360 kW VI LLALBA RESIDENCE 12335 W 34TH PL WHEAT RIDGE, CO 80033 ASSESSOR'S #: 3929108030 PAPER SIZE. 11"x 17" (ANSI B) ELEVATION PLAN DATE: 01.17.2021 DESIGN BY: P.A. CHECKED BY: M.M. REVISIONS A-104.00 (SHEET e) im CONDUCTOR AND CONDUIT SCHEDULE W/ELECTRICAL CALCULATIONS ID TYPICAL CONDUCTOR CONDUIT CURRENT -CARRYING CONDUCTORS IN CONDUIT OCPD EGC TEMP. CORR. CONDUIT FILL FACTOR FACTOR CONT. MAX. CURRENT CURRENT (125%4 BASE AMP. DERATED AMP. TERM. TEMP. RATING AMP. @ TERMINAL 01 1 10 AWG THWN-2, COPPER 0.5" DIA EMT 2 20A 10 AWG THWN-2, COPPER 0.96 (34.7 °C) 1 11.6A 14.5A 40A 38.4A 75°C 35A 02 1 10 AWG THWN-2, COPPER 0.5" DIA EMT 3 WA 10 AWG THWN-2, COPPER 0.96 (34.7 °C) 1 11.6A 14.5A 40A 38.4A 75°C 35A 03 1 10 AWG THWN-2, COPPER 0.5" DIA EMT 3 20A 10 AWG THWN-2, COPPER 0.96 (34.7 °C) 1 11.6A 14.5A 40A 38.4A 75°C 35A ( MODULE STRINGING ETHERNET CABLE TO BROADBAND ROUTER SYSTEM EQUIPPED WITH RAPID SHUTDOWN DISCONNECT PER NEC 690.12. SYSTEM COMPLIANT WITH NEC 690.13 O 8 IN BRANCH (8) ENPHASE IQ7A-72-2-US MICROINVERTER (8) HANWHA Q -CELLS Q.PEAK DUO L-136 420 420W 000 01 RED BLACK I L- - Approval Notes: 1) P/V array system to have grounding system installed per Part III of Article 250 per 2020 NEC Article 690.47(A). JUNCTION BOX 2) If UFER ground in not available provide or verify supplemental ground rods per 2020 NEC Article 250.53(A)(3). 3) Cold & Hot Water & Natural Gas bonding per 2020 NEC Article 250.104(A)(B) 125A AC LOAD CENTER 120/240V, 10, 3W MAX. CONTINUOUS CURRENT: 65A MAX. OCPD: 90A ENPHASE ENVOY ;OMMUNICATIONS \ GATEWAY L1 N L2 CUSTOMER GENERATION AC DISCONNECT 30A 02 1 1 03 EQUIPMENT LEFT LINE IS (N) NEW UNLESS OTHERWISE NOTED ALL EQUIPMENT IS LOCATED ON THE EXTERNAL WALL A TO UTILITY GRID (OH) L1� NSI (E) UTILITY METER (E) GROUNDING ELECTRODE I (E) N G GROUND MAIN ROD 200A KL --- I CB3 � N (N)TO (E) J 20A/2P ^ LOADS EQUIPMENT RIGHT LINE IS (E) EXISTING UNLESS OTHERWISE NOTED MAIN ELECTRICAL PANEL 240/120V, 10, 3W MAIN BUSS: 200A MAX BREAKER SIZE: (200A x 1.2) - 200A = 40A CONTRACTOR DIY HOMEOWNER INSTALL PHONE: 502-6806936 ADDRESS: 12335 W 34TH PL WHEAT RIDGE, CO 80033 LIC. NO.: HIC. NO.: ELE. NO.: UNAUTHORIZED USE OF THIS DRAWN G SET W THOU T WRI TTEN PERMISSION FROM CONTRACTOR IS IN VI OLAT ON OF U S. COPYRI GHT LAWS AND WLLBE SUBJECT TO ❑ML DAMAGES AN D PROSECU T ON S. NEW PV SYSTEM: 3.360 kW VI LLALBA RESIDENCE 12335 W 34TH PL WHEAT RIDGE, CO 80033 ASSESSOR'S #: 3929108030 RD PAPER SIZE. 11"x 17 (ANSI B) LINE DIAGRAM DATE: 01.17.2021 DESIGN BY: P.A. CHECKED BY: M.M. REVISIONS E-601.00 (SHEET 7) A 2 5 B C BRANCH #1 D 8 E F G H ARRAY STC POWER 3,360W ARRAY PTC POWER 3,118W MAX AC CURRENT 11.6A MAX AC POWER 2,928W DERATED (CEC) AC POWER 2,928W ASHRAE EXTREME LOW -29.5°C (-21.1 °F), SOURCE: DENVER\STAPLETON (39.75°; -104.87°) ASHRAE 2% HIGH 34.7°C (94.5°F), SOURCE: DENVER\STAPLETON (39.75°; -104.87°) 3 I i A MODULES REF. QTY. MAKE AND MODEL PMAX PTC ISC IMP VOC VMP TEMP. COEFF. OF VOC FUSE RATING PM1-8 8 HANWHA Q -CELLS Q.PEAK DUO L -G6 420 420W 389.76W 10.79A 10.27A 48.88V 40.89V-0.132V/°C (-0.27%/°C) 20A INVERTERS AC OCPD RATED MAX OUTPUT MAX INPUT MAX INPUT CEC WEIGHTED REF. QTY. MAKE AND MODEL GROUND VOLTAGE RATING POWER CURRENT CURRENT VOLTAGE EFFICIENCY 11-8 8 ENPHASE IQ7A-72-2-US 240V FLOATING 20A 349W 1.45A 15A 58V 97.0% SYSTEM SUMMARY BRANCH #1 INVERTERS PER BRANCH 8 MAX AC CURRENT 11.6A MAX AC OUTPUT POWER 2,928W ARRAY STC POWER 3,360W ARRAY PTC POWER 3,118W MAX AC CURRENT 11.6A MAX AC POWER 2,928W DERATED (CEC) AC POWER 2,928W DISCONNECTS REF. QTY. MAKE AND MODEL RATED CURRENT MAX RATED VOLTAGE REF. QTY. RATED CURRENT MAX VOLTAGE SW1 1 SQUARE D DU221 RB OR EQU IV. 30A 240VAC OCPDS C131 1 20A 240VAC C132 1 10A 240VAC C133 1 20A 240VAC BILL OF MATERIALS CATEGORY MAKE MODEL NUMBER REF QTY UNIT QTY/UNIT DESCRIPTION MODULE HANWHA Q -CELLS Q.PEAK DUO L -G6 420 PM1-8 8 PIECES 1 HANWHA Q -CELLS Q.PEAK DUO L -G6 420 420W 144 HALF CELLS, MONOCRYSTALLINE SILICON INVERTER ENPHASE IQ7A-72-2-US 11-8 8 PIECES 1 ENPHASE IQ7A-72-2-US 349W INVERTER DISCONNECT SQUARED DU221 RB SW1 1 PIECE 1 SQUARE D DU221 RB, NON FUSED, 2 -POLE, 30A, 240VAC OR EQUIVALENT MISC ELECTRICAL EQUIPMENT GEN -CABLE -CLIP HDWR11-51 40 PIECES 1 GENERIC CABLE CLIP AC COMBINER PANEL ENPHASE-IQ3-PANEL EP1 1 PIECE 1 ENPHASE IQ COMBINER 3 (X-IQ-AM1-240-3) MONITORING ENPHASE-ENVOY ENV1 1 PIECE 1 ENPHASE ENVOY WIRING ENPHASE Q-12-10-240 EN1-8 8 PIECES 1 ENPHASE ENGAGE (TM) TRUNK CABLE WIRING ENPHASE Q -TERM -10 EN9 1 BUNDLE 10 ENPHASE ENGAGE (TM) BRANCH TERMINATOR WIRING ENPHASE Q -SEAL -10 EN10 1 BUNDLE 10 ENPHASE ENGAGE (TM) WATERTIGHT SEALING CAP WIRING GEN-10-AWG-THWN-2-CU-RD WR1-3 65 FEET 1 10 AWG THWN-2, COPPER, RED (LINE 1) WIRING GEN-10-AWG-THWN-2-CU-BLK WR1-3 65 FEET 1 10 AWG THWN-2, COPPER, BLACK (LINE 2) WIRING GEN-10-AWG-THWN-2-CU-WH WR2-3 20 FEET 1 10 AWG THWN-2, COPPER, WHITE (NEUTRAL) WIRING GEN-10-AWG-THWN-2-CU-GR WR1-3 65 FEET 1 10 AWG THWN-2, COPPER, GREEN (GROUND) WIREWAY ENPHASE ET-SPLK-05 EN4 1 BUNDLE 5 ENPHASE ENGAGE (TM) ENGAGE COUPLER WIREWAY GEN -EMT -0.5" DIA WW1 -3 65 FEET 1 EMT CONDUIT, 0.5" DIA OCPD GENERIC MANUFACTURER GEN-CB-20A-240VAC C131, 3 2 PIECES 1 CIRCUIT BREAKER, 20A, 240VAC OCPD GENERIC MANUFACTURER GEN-CB-10A-240VAC C132 1 PIECE 1 CIRCUIT BREAKER, 10A, 240VAC TRANSITION BOX GENERIC MANUFACTURER GEN -AWB -TB -4-4X JB1 1 PIECE 1 TRANSITION/PASS-THROUGH BOX, WITH 4 TERMINAL BLOCKS CONTRACTOR DIY HOMEOWNER INSTALL PHONE: 502-680-6936 ADDRESS: 12335 W 34TH PL WHEAT RIDGE, CO 80033 LIC. NO.: HIC. NO.: ELE. NO.: UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS. NEW PV SYSTEM: 3.360 kW VILLALBA RESIDENCE 12335 W 34TH PL WHEAT RIDGE, CO 80033 ASSESSOR'S #: 3929108030 � RD PAPER SIZE: 11"x 17" (ANSI B) DESIGN TABLES DATE: 01.17.2021 DESIGN BY: P.A. CHECKED BY: M.M. REVISIONS E-602.00 (SHEET 8) OCPDS BILL OF MATERIALS CATEGORY MAKE MODEL NUMBER REF QTY UNIT QTY/UNIT DESCRIPTION MODULE HANWHA Q -CELLS Q.PEAK DUO L -G6 420 PM1-8 8 PIECES 1 HANWHA Q -CELLS Q.PEAK DUO L -G6 420 420W 144 HALF CELLS, MONOCRYSTALLINE SILICON INVERTER ENPHASE IQ7A-72-2-US 11-8 8 PIECES 1 ENPHASE IQ7A-72-2-US 349W INVERTER DISCONNECT SQUARED DU221 RB SW1 1 PIECE 1 SQUARE D DU221 RB, NON FUSED, 2 -POLE, 30A, 240VAC OR EQUIVALENT MISC ELECTRICAL EQUIPMENT GEN -CABLE -CLIP HDWR11-51 40 PIECES 1 GENERIC CABLE CLIP AC COMBINER PANEL ENPHASE-IQ3-PANEL EP1 1 PIECE 1 ENPHASE IQ COMBINER 3 (X-IQ-AM1-240-3) MONITORING ENPHASE-ENVOY ENV1 1 PIECE 1 ENPHASE ENVOY WIRING ENPHASE Q-12-10-240 EN1-8 8 PIECES 1 ENPHASE ENGAGE (TM) TRUNK CABLE WIRING ENPHASE Q -TERM -10 EN9 1 BUNDLE 10 ENPHASE ENGAGE (TM) BRANCH TERMINATOR WIRING ENPHASE Q -SEAL -10 EN10 1 BUNDLE 10 ENPHASE ENGAGE (TM) WATERTIGHT SEALING CAP WIRING GEN-10-AWG-THWN-2-CU-RD WR1-3 65 FEET 1 10 AWG THWN-2, COPPER, RED (LINE 1) WIRING GEN-10-AWG-THWN-2-CU-BLK WR1-3 65 FEET 1 10 AWG THWN-2, COPPER, BLACK (LINE 2) WIRING GEN-10-AWG-THWN-2-CU-WH WR2-3 20 FEET 1 10 AWG THWN-2, COPPER, WHITE (NEUTRAL) WIRING GEN-10-AWG-THWN-2-CU-GR WR1-3 65 FEET 1 10 AWG THWN-2, COPPER, GREEN (GROUND) WIREWAY ENPHASE ET-SPLK-05 EN4 1 BUNDLE 5 ENPHASE ENGAGE (TM) ENGAGE COUPLER WIREWAY GEN -EMT -0.5" DIA WW1 -3 65 FEET 1 EMT CONDUIT, 0.5" DIA OCPD GENERIC MANUFACTURER GEN-CB-20A-240VAC C131, 3 2 PIECES 1 CIRCUIT BREAKER, 20A, 240VAC OCPD GENERIC MANUFACTURER GEN-CB-10A-240VAC C132 1 PIECE 1 CIRCUIT BREAKER, 10A, 240VAC TRANSITION BOX GENERIC MANUFACTURER GEN -AWB -TB -4-4X JB1 1 PIECE 1 TRANSITION/PASS-THROUGH BOX, WITH 4 TERMINAL BLOCKS CONTRACTOR DIY HOMEOWNER INSTALL PHONE: 502-680-6936 ADDRESS: 12335 W 34TH PL WHEAT RIDGE, CO 80033 LIC. NO.: HIC. NO.: ELE. NO.: UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS. NEW PV SYSTEM: 3.360 kW VILLALBA RESIDENCE 12335 W 34TH PL WHEAT RIDGE, CO 80033 ASSESSOR'S #: 3929108030 � RD PAPER SIZE: 11"x 17" (ANSI B) DESIGN TABLES DATE: 01.17.2021 DESIGN BY: P.A. CHECKED BY: M.M. REVISIONS E-602.00 (SHEET 8) CONTRACTOR DIY HOMEOWNER INSTALL PHONE: 502-680-6936 ADDRESS: 12335 W 34TH PL WHEAT RIDGE, CO 80033 LIC. NO.: HIC. NO.: ELE. NO.: UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS. NEW PV SYSTEM: 3.360 kW VILLALBA RESIDENCE 12335 W 34TH PL WHEAT RIDGE, CO 80033 ASSESSOR'S #: 3929108030 � RD PAPER SIZE: 11"x 17" (ANSI B) DESIGN TABLES DATE: 01.17.2021 DESIGN BY: P.A. CHECKED BY: M.M. REVISIONS E-602.00 (SHEET 8) LABELING NOTES 1.1 LABELING REQUIREMENTS BASED ON THE 2020 NATIONAL ELECTRICAL CODE, INTERNATIONAL FIRE CODE 605.11, OSHA STANDARD 1910.145, ANSI Z535 1.2 MATERIAL BASED ON THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 1.3 LABELS TO BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. 1.4 LABELS TO BE A MINIMUM LETTER HEIGHT OF 3/8" AND PERMANENTLY AFFIXED. 1.5 ALERTING WORDS TO BE COLOR CODED. "DANGER" WILL HAVE RED BACKGROUND; "WARNING" WILL HAVE ORANGE BACKGROUND, "CAUTION" WILL HAVE YELLOW BACKGROUND. [ANSI Z5351 A\ WARNING 7 ELECTRICAL SHOCK HAZARD TERMINALS ON THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LABEL AT EACH DISCONNECTING MEANS FOR PHOTOVOLTAIC EQUIPMENT (2" X4"). [NEC 690.131. A\ WARNING POWER SOURSE OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE LABEL2 AT POINT OF INTERCONNECTION OVERCU R RENT DEVICE (2" X 4'). [NEC 705.12(B)(2)(3)(B)]. LABELS AT RAPID SHUTDOWN DISCONNECT SWTCH (5 1/4"X2"). [NEC 690.56(C)(3)]. SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN SO LAR ELECTRIC W PANELS J TURN RAPID SHUTDOWN SWICH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK INTERACTIVE PHOTOVOLTAIC SYSTEM CONNECTED PHOTOVOLTAIC SYSTEM DISCONNECT LOCATED WEST SIDE OF THE HOUSE DIRECTORY PERMANENT PLAQUE OR DIRECTORY PROVIDING THE LOCATION OF THE SERVICE DISCONNECTING MEANS AND THE PHOTOVOLTAIC SYSTEM DISCONNECTING MEANS IF NOT IN THE SAME LOCATION (53/4"X 1 1/8"). [NEC 690.56(B)] WHERE THE PV SYSTEMS ARE REMOTELY LOCATED FROM EACH OTHER, A DIRECTORY IN ACCORDANCE WITH 705.10 SHALL BE PROVIDEDAT EACH PV SYSTEM DISCONNECTING MEANS. PV SYSTEM EQUIPMENT AND DISCONNECTING MEANS SHALL NOT BE INSTALLED IN BATHROOMS [NEC 690.4(D),(E)] LABEL9 AT EXPOSED RACEWAYS, CABLE TRAYS, AND OTHER WRING METHODS, SPACED AT MAXIMUM 10 FT SECTION OR MERE SEPARATED BY ENCLOSURES, WALLS, PARTITIONS, CEILINGS, OR FLOORS (5 3/4" X 1 1/8"). [NEC 690.31(G)] LETTERS AT LEAST 3/8 INCH, WHITE ON RED BACKGROUND, REFLECTIVE [IFC 605.11.1.11 ACAUTION LABEL LABELS [ SOLAR ELECTRIC SYSTEM CONNECTED AT POINT OF INTERCONNECTION, MARKED AT RAPID SHUTDOWN SYSTEM AT DISCONNECTING MEANS (4"X3'). (3 3/4" X 5 1/4"). [NEC 690.56(C)(1)(A)]. LABEL 10 [NEC 690.541 AT UTILITY METER (5 3/4" X 1 1/8') j [NEC 690.56(B)] mr1rivilmmmm DUAL POWER SUPPLY j WARNIN DISCONNECT SOURCES: UTILITY GRID SOLAR ELECTRIC AND PV SOLAR CIRCUIT BREAKER ELECTRIC SYSTEM IS BACKFED LABEL4 LABELS LABEL7 AT EACH AC DISCONNECTING MEANS AT POINT OF INTERCONNECTION AT POINT OF INTERCONNECTION (4" X 1') (2 3/4" X 15/8"). (2" X 1') [NEC 690.13(8)]. [NEC 705.12(8)(3)] [NEC 705.12(8)(3)] !CAUTION! ° POWER TO THIS BUILDING IS ALSO SUPPLIED FROM ROOF MOUNTED SOLAR ARRAYS WITH SAFETY DISCONNECTS AS SHOWN: FRONT PV ARRAY w z�m MAIN DISTRIBUTION BACK UTILITY DISCONNECT 0 (E) UTILITY I (E) METER/MAIN (N) AC LOAD CENTER (N) CUSTOMER GENERATION AC DISCONNECT TO PV ARRAY lel 1.1-11111 EQUIPMENT ELEVATION 01 NOT TO SCALE CONTRACTOR DIY HOMEOWNER INSTALL PHONE: 502-6806936 ADDRESS: 12335 W 34TH PL WHEAT RIDGE, CO 80033 LIC. NO.: HIC. NO.: ELE. NO.: UNAUTHORIZED USE OF THIS DRAWN G SET W THOU T WRI TTEN PERMISSION FROM CONTRACTOR IS IN VI OLAT ON OF U 5. COPYRI GHT LAWS AND WLLDE SUBJECT TO ❑ML DAMAGES AN D PROSECU T ON S. NEW PV SYSTEM: 3.360 kW VI LLALBA RESIDENCE 12335 W 34TH PL WHEAT RIDGE, CO 80033 ASSESSOR'S #: 3929108030 CRY of PAPER SIZE. 11"x 17" (ANSI B) PLACARDS DATE: 01.17.2021 DESIGN BY: P.A. CHECKED BY: M.M. REVISIONS E-603.00 (SHEETS) 0 RACKING DETAIL (TRANSVERS NOT TO SCALE m 0 RACKING DETAIL TOP D3NOT TO SCALE ►m7 D2 RACKING DETAIL (LONGITUDINAL NOT TO SCALE A DETAIL TRANSVERSE DETAIL LONGITUDINAL NOT TO SCALE D5 NOT TO SCALE A B C D GENERAL NOTES 1. FIELD VERIFYALL MEASUREMENTS 0 SHEET KEYNOTES 1. ROOF MATERIAL: ASPHALT SHINGLE 2. ROOF STRUCTURE: TRUSS 3. ATTACHMENTTYPE: IRONRI DGE FLASH FOOT2 4. MODULE MANUFACTURER: HANIMA Q -CELLS 5. MODULE MODEL: Q.PEAK DUO L -G6420 6. MODULE LENGTH: 81.89" 7. MODULE WIDTH: 40.55" 8. MODULE WEIGHT: 54.01 LBS. 9. SEE SHEET A-103 FOR DIMENSION(S) 10. MIN. FIRE OFFSET: NO FIRE CODE ENFORCED 11. TRUSS SPACING: 24 IN. O.C. 12. TRUSS SIZE: 24 IN. NOMINAL 13. LAG BOLT DIAMETER: BOLT/SCREW SUPPLIED WITH RACKING. 14. LAG BOLT EMBEDMENT: PER RACKING MFG SPECIFICATIONS. 15. TOTAL# OF ATTACHMENTS: 16 16. TOTAL AREA: 184.48 SQ. FT. 17. TOTAL WEIGHT: 487.89 LBS. 18. WEIGHT PER ATTACHMENT: 30.49 LBS. 19. DISTRIBUTED LOAD: 2.64 PSF 20. MAX. HORIZONTAL STANDOFF: 48 IN. 21. MAX. VERTICAL STANDOFF: LANDSCAPE: 26 IN, PORTRAIT: 39 IN. 22. STANDOFF STAGGERING: YES 23. RAIL MANUFACTURER (OR EQUIV.): IRONRIDGE 24. RAIL MODEL (OR EQUIVALENT): XR-100 25. RAIL WEIGHT: 0.68 PLF. 26. MAX. TRUSS SPAN: N/A. 27. MODULE CLEARANCE: 3IN. MIN., 6IN. MAX. CONTRACTOR DIY HOMEOWNER INSTALL PHONE: 502-6806936 ADDRESS: 12335 W 34TH PL WHEAT RIDGE, CO 80033 LIC. NO.: HIC. NO.: ELE. NO.: UNAUTHORIZED USE OF THIS DRAWN G SET W THOU T WRI TTEN PERMISSION FROM CONTRACTOR IS IN VI OLAT ON OF U 5. COPYRI GHT LAWS AND WLLDE SUBJECT TO ❑ML DAMAGES AN D PROSECU T ON S. NEW PV SYSTEM: 3.360 kW VI LLALBA RESIDENCE 12335 W 34TH PL WHEAT RIDGE, CO 80033 ASSESSOR'S #: 3929108030 FN(:INFFR 11F RF( r)RD PAPER SIZE. 11"x 17" (ANSI B) ASSEMBLY DETAILS DATE: 01.17.2021 DESIGN BY: P.A. CHECKED BY: M.M. REVISIONS S-501.00 (SHEET 10) powered by � DUO THE TIDEAL SOLUTION FOR: Rooftop arrays on Ground -mounted commercial/industrial solar power plants e buildings Engineered in Germany tlilld1116191o131V118124111991191919012.911111111p111 - w magazine award 1W �1),7 top innovation TOP BRAND PV EUROPE 2020 u Ph ntnn O.PRO-G2235 Best polycrystalline solar module 2014 CICELLS °n' Ip TECHNOLOGY TTTT V XSo) PROTECT (HSP) RAOEASLEG (rRA.Gn uALrcY ✓AIM UD-NOLOGY (All) LOW ELECTRICITY GENERATION COSTS Higher yield per surface area, lower BOS costs, higher power classes, and an efficiency rate of up to 20.1%. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low -light and temperature behaviour. ?: ENDURING HIGH PERFORMANCE ' Long-term yield security with Anti LID Technology, Anti PID TechnoloV, Hot -Spot Protect and Traceable Quality Tra.QTm. EXTREME WEATHER RATING High-tech aluminium alloy frame, certified for high snow (5400 Pa) and wind loads (2400 Pa). W A RELIABLE INVESTMENT Inclusive 12 -year product warranty and 25 -year linear performance warranty2. °I STATE OF THE ART MODULE TECHNOLOGY /, Q.ANTUM DUO combines cutting edge cell separation and innovative wiring with Q.ANTUM Technology. 'APT test conditions according to IEC/TS 62804-1:2015, method B (-1500V, 168h) 2 See data sheet on rear for further information. d CELLS t L MECHANICAL SPECIFICATION L Format 2080 mm x 1030 mm x 35mm (including frame) ELECTRICAL CHARACTERISTICS Weight 24.5 kg Front Cover 3.2 mm thermally pre -stressed glass with anti -reflection technology m 0 a°�+b.msTNN 'd^3weM Back Cover Composite film 405 Frame Anodised aluminium 415 Cell 6 x 24 monocrystalline Q.ANTUM solar half cells 425 Junction box 53-101mm x 32-60mm x 15-18mm Protection class IP67, with bypass diodes Pallet Weight Cable 4mm2Solar cable; H+ :1400111m,(-)>-1400mm Connector Staubli MC4, Hanwha Q CELLS HQC4, Amphenol UTX, Renhe 05-6, Tongling TL-CableOlS, JMTHY JM601; IP68 or Friends PV2e; IP67 PMPP [W] 2ss , I-OINsmm „mmIOI°mm At least 98% of nominal powerdur- 7" Ing first year. Thereafter max. 0.54% z degradation per year. At least 93.1% w of nominal power up to 10 years. At ir least 85% of nominal power up to w 25 years. go All data within measurement toler- ances. Full warranties in accordance with the warranty terms of the wo 4100 Soo Sao woo Q CELLS sales organisation of your IRRADIANCE WWI an respective country. YEARS Typical module performance under low irradiance conditions in s'°re"'°"20'°' comparison to STC conditions (25°C, 1000W/m2). TEMPERATURE COEFFICIENTS Temperature Coefficient of I_ a [%/K] +0.04 Temperature Coefficient of V0G 3 [%/K] -0.27 Temperature Coefficient of Pmpp y [%/K] -0.36 Nominal Module Operating Temperature NMOT [°C] 43±3 PROPERTIES FOR SYSTEM DESIGN Maximum System Voltage Vars [V] 1000 (IEC)/1000 (UL) PV module classification Class II Maximum Reverse Current In [A] 20 Fire Rating based on ANSI /UL 1703 C/TYPE 2 Max. Design Load, Push/ Pull [Pa] 3600/1600 Permitted Module Temperature -40'C -+85°C Max. Test Load, Push/ Pull [Pa] 5400/2400 on Continuous Duty QUALIFICATIONS AND CERTIFICATES ELECTRICAL CHARACTERISTICS IEC 61215:2016; IEC 61730:2016; Number of Modules per Pallet POWER CLASS This data sheet complies with DIN EN 50380. 405 410 415 420 425 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC' (POWER TOLERANCE +5W/ -OW) Pallet Weight 788 kg Power at MPP' PMPP [W] 405 410 415 420 425 Short Circuit Current' Ise [A] 10.65 10.70 10.74 10.79 10.83 E ' Open Circuit Voltage' E Vcc [V] 48.14 48.38 48.63 48.88 49.13 5 Current at MPP IMPP [A] 10.14 10.18 10.23 10.27 10.32 Voltage at MPP VmPP [V] 39.95 40.27 40.58 40.89 41.20 Efficiency' q [%] >-18.9 >-19.1 >-19.4 >-19.6 >_19.8 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NMOT2 Power at MPP P.PP [W] 303.1 306.9 310.6 314.4 318.1 E Short Circuit Current Ise [A] 8.58 8.62 8.65 8.69 8.73 Open Circuit Voltage C Vee [V] 45.38 45.62 45.86 46.09 46.33 Current at MPP IMPP [A] 7.98 8.01 8.05 8.09 8.12 Voltage at MPP VmPP [V] 37.99 38.29 38.59 38.88 39.17 'Measurement tolerances PMPP±3%; Isc; Vo, ±5%at STC: 1000 W/m2, 25±2°C, AM 1.5 according to IEC 60904-3.2800 W/m2, NMOT, spectrum AM 1.5 Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE At least 98% of nominal powerdur- 7" Ing first year. Thereafter max. 0.54% z degradation per year. At least 93.1% w of nominal power up to 10 years. At ir least 85% of nominal power up to w 25 years. go All data within measurement toler- ances. Full warranties in accordance with the warranty terms of the wo 4100 Soo Sao woo Q CELLS sales organisation of your IRRADIANCE WWI an respective country. YEARS Typical module performance under low irradiance conditions in s'°re"'°"20'°' comparison to STC conditions (25°C, 1000W/m2). TEMPERATURE COEFFICIENTS Temperature Coefficient of I_ a [%/K] +0.04 Temperature Coefficient of V0G 3 [%/K] -0.27 Temperature Coefficient of Pmpp y [%/K] -0.36 Nominal Module Operating Temperature NMOT [°C] 43±3 PROPERTIES FOR SYSTEM DESIGN Maximum System Voltage Vars [V] 1000 (IEC)/1000 (UL) PV module classification Class II Maximum Reverse Current In [A] 20 Fire Rating based on ANSI /UL 1703 C/TYPE 2 Max. Design Load, Push/ Pull [Pa] 3600/1600 Permitted Module Temperature -40'C -+85°C Max. Test Load, Push/ Pull [Pa] 5400/2400 on Continuous Duty QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION IEC 61215:2016; IEC 61730:2016; Number of Modules per Pallet 30 This data sheet complies with DIN EN 50380. Number of Pallets per Trailer (24t) 24 C (` ♦ ACP wE o VPPa us Number of Pallets per 40' HC -Container (26t) 22 Pallet Dimensions (L x W x H) 2131 x 1130 x 1200 mm Pallet Weight 788 kg Note: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Hanwhe G CELLS GmbH Sonnenallee 17-21,06766 Bitterfeld-Wo lfen, Germany I TEL 49 (0)3494 66 99-234441 FAX+49 (0)3494 66 99-23000 1 EMAIL sales@q-cel ls.com I WEB www.q-colls.com Engineered in Germany QCELLS1 CONTRACTOR DIY HOMEOWNER INSTALL PHONE: 502-680-6936 ADDRESS: 12335 W 34TH PL WHEAT RIDGE, CO 80033 LIC. NO.: HIC. NO.: ELE. NO.: UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS. NEW PV SYSTEM: 3.360 kW VILLALBA RESIDENCE 12335 W 34TH PL WHEAT RIDGE, CO 80033 ASSESSOR'S #: 3929108030 PAPER SIZE :11"x 17" (ANSI B) RESOURCE DOCUMENT DATE: 01.17.2021 DESIGN BY: P.A. CHECKED BY: M.M. REVISIONS R-001.00 (SHEET 11) Data Sheet Enphase Microinverters Region: AMERICAS Enphase IQ 7A Microinverter 0 To learn more about Enphase offerings, visit enphase.com n The high-powered smart grid -ready Enphase IQ 7A Micro- dramatically simplifies the installation process while achieving the highest system efficiency for systems with 60 -cell and 72 -cell modules. Part of the Enphase IQ System, the IQ 7A Micro integrates with the Enphase IQ EnvoyTM, Enphase IQ Battery"", and the Enphase Enlighten'" monitoring and analysis software. The IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power -on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years. High Power • Peak output power 366 VA @ 240 VAC and 295 VA @ 208 VAC Easy to Install Lightweight and simple • Faster installation with improved, lighter two -wire cabling Built-in rapid shutdown compliant (NEC 2014 & 2017) Efficient and Reliable Optimized for high powered 60 -cell and 72 -cell modules Highest CEC efficiency of 97% More than a million hours of testing Class II double -insulated enclosure • UL listed Smart Grid Ready Complies with advanced grid support, voltage and frequency ride - through requirements Envoy and Internet connection required Configurable for varying grid profiles Meets CA Rule 21 (UL 1741 -SA) n � ENPHASE, 7 Enphase IQ 7A Microinverter INPUT (II IQ7A-72-2-US Commonly used module pairings' 295 W-460 W + Module compatibility 60 -cell, 66 -cell, and 72 -cell PV modules Maximum input DC voltage 58V Power point tracking voltage range 18 V-58 V Min/Max start voltage 30 V / 58 V Max DC short circuit current (module Isc)3 15 A Overvoltage class DC port II DC port backfeed current 0 A PV array configuration 1 x 1 ungrounded array; No additional DC side protection required; AC short circuit fault current over 3 cycles AC side protection requires max 20A per branch circuit OUTPUT (AC) @ 240 VAC @ 208 VAC Peak output power 366 VA 295 VA Maximum continuous output power 349 VA 290 VA Nominal (L -L) voltage/range' 240 V / 211-264 V 208 V / 183-229 V Maximum continuous output current 1.45 A (240 VAC) 1.39 A (208 VAC) Nominal frequency 60 Hz Approved for wet locations Extended frequency range 47-68 Hz PD3 AC short circuit fault current over 3 cycles 5.8 Arms Environmental category / UV exposure rating Maximum units per 20 A (L -L) branch circuits 11 (240 VAC) 11 (208 VAC) Overvoltage class AC port III AC port backfeed current 18 mA Power factor setting 1.0 Power factor (adjustable) 0.85 leading ... 0.85 lagging EFFICIENCY @240 VAC @208 VAC CEC weighted efficiency 97.0% 96.5% MECHANICAL Power Line Communication (PLC) Ambient temperature range -40°C to +60°C Relative humidity range 4% to 100% (condensing) Connector type: DC (IQ7A-72-2-US) MC4 Dimensions (WxHxD) 212 mm x 175 mm x 30.2 mm (without bracket) Weight 1.08 kg (2.38 lbs) Cooling Natural convection — No fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class II double -insulated, corrosion resistant polymeric enclosure Environmental category / UV exposure rating NEMA Type 6 / outdoor FEATURES Communication Power Line Communication (PLC) Monitoring Enlighten Manager and MyEnlighten monitoring options Compatible with Enphase IQ Envoy Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load -break disconnect required by NEC 690. Compliance CA Rule 21 (UL 1741 -SA) UL 62109-1, UL1741/IEEE1547, FCC Part 15 Class B, ICES -0003 Class B, CAN/CSA-C22.2 NO. 107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC -2014 and NEC -2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors, when installed according manufacturer's instructions. 1. No enforced DC/AC ratio. Seethe compatibility calculator at https llenphase.com/en-us/support/module-com pat ibi I it. 2. CEC peak power tracking voltage range is 38 V to 43 V. 3. Maximum continuous input DC current is 10.2A. 4. Voltage range can be extended beyond nominal if required by the utility. 5. Limits may vary. Refer to local requirements to define the number of microinverters per branch in your area. To learn more about Enphase offerings, visit enphase.com @ 2019 Enphase Energy. All rights reserved. Enphase, the Enphase logo, Enphase IQ 7A, Enphase IQ Battery, Enphase Enlighten, Enphase IQ E N P H AS Envoy, and other trademarks or service names are the trademarks of Enphase Energy, Inc. Data subject to change. 2019-11-07 7 7 n CONTRACTOR DIY HOMEOWNER INSTALL PHONE: 502-680-6936 ADDRESS: 12335 W 34TH PL WHEAT RIDGE, CO 80033 LIC. NO.: HIC. NO.: ELE. NO.: UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS. NEW PV SYSTEM: 3.360 kW VILLALBA RESIDENCE 12335 W 34TH PL WHEAT RIDGE, CO 80033 ASSESSOR'S #: 3929108030 E �, ) �or '1 I(,6(,� 3/zfv9�� PAPER SIZE: 11"x 17" (ANSI B) RESOURCE DOCUMENT DATE: 01.17.2021 DESIGN BY: P.A. CHECKED BY: M.M. R-002.00 (SHEET 12) G A D n n E: r n u Data Sheet Enphase Networking Enphase IQ Combiner 3 (X-IQ-AM1-240-3) PIL LISTED To learn more about Enphase offerings, visit enphase.com The Enphase IQ Combiner 3 T with Enphase IQ Envoy" consolidates interconnection equipment into a single enclosure and streamlines PV and storage installations by providing a consistent, pre -wired solution for residential applications. It offers up to four 2 -pole input circuits and Eaton BR series busbar assembly. Smart • Includes IQ Envoy for communication and control • Flexible networking supports Wi-Fi, Ethernet, or cellular • Optional AC receptacle available for PLC bridge • Provides production metering and optional consumption monitoring Simple • Reduced size from previous combiner • Centered mounting brackets support single stud mounting • Supports back and side conduit entry • Up to four 2 -pole branch circuits for 240 VAC plug-in breakers (not included) • 80 A total PV or storage branch circuits Reliable • Durable NRTL-certified NEMA type 3R enclosure • Five-year warranty • UL listed n ENPHASE. Enphase IQ Combiner 3 MODEL NUMBER IQ Combiner 3 X-IQ-AM1-240-3 IQ Combiner 3 with Enphase IQ Envoy" printed circuit board for integrated revenue grade PV production metering (ANSI C12.20 +/- 0.5%) and optional* consumption monitoring (+/- 2.5%). ACCESSORIES and REPLACEMENT PARTS (not included, order separately) Enphase Mobile Connect'" u- CELLMODEM-03 (4G / 12 -year data plan) PIL LISTED To learn more about Enphase offerings, visit enphase.com The Enphase IQ Combiner 3 T with Enphase IQ Envoy" consolidates interconnection equipment into a single enclosure and streamlines PV and storage installations by providing a consistent, pre -wired solution for residential applications. It offers up to four 2 -pole input circuits and Eaton BR series busbar assembly. Smart • Includes IQ Envoy for communication and control • Flexible networking supports Wi-Fi, Ethernet, or cellular • Optional AC receptacle available for PLC bridge • Provides production metering and optional consumption monitoring Simple • Reduced size from previous combiner • Centered mounting brackets support single stud mounting • Supports back and side conduit entry • Up to four 2 -pole branch circuits for 240 VAC plug-in breakers (not included) • 80 A total PV or storage branch circuits Reliable • Durable NRTL-certified NEMA type 3R enclosure • Five-year warranty • UL listed n ENPHASE. Enphase IQ Combiner 3 MODEL NUMBER IQ Combiner 3 X-IQ-AM1-240-3 IQ Combiner 3 with Enphase IQ Envoy" printed circuit board for integrated revenue grade PV production metering (ANSI C12.20 +/- 0.5%) and optional* consumption monitoring (+/- 2.5%). ACCESSORIES and REPLACEMENT PARTS (not included, order separately) Enphase Mobile Connect'" Dimensions (WxHxD) CELLMODEM-03 (4G / 12 -year data plan) Plug and play industrial grade cellular modem with data plan for systems up to 60 CELLMODEM-01 (3G / 5 -year data plan) microinverters. (Available in the US, Canada, Mexico, Puerto Rico, and the US Virgin Islands, CELLMODEM-M1 (4G based LTE -M / 5 -year data plan) where there is adequate cellular service in the installation area.) Consumption Monitoring* CT Natural convection, plus heat shield CT -200 -SPLIT Split core current transformers enable whole home consumption metering (+/- 2.5%). Circuit Breakers Supports Eaton BR210, BR215, BR220, BR230, BR240, BR250, and BR260 circuit breakers. BRK-10A-2-240 Circuit breaker, 2 pole, 10A, Eaton BR210 BRK-15A-2-240 Circuit breaker, 2 pole, 15A, Eaton BR215 BRK-20A-2P-240 Circuit breaker, 2 pole, 20A, Eaton BR220 EPLC-01 Power line carrier (communication bridge pair), quantity 2 XA-PLUG-120-3 Accessory receptacle for Power Line Carrier in IQ Combiner 3 (required for EPLC-01) XA-ENV-PCBA-3 Replacement IQ Envoy printed circuit board (PCB) for Combiner 3 ELECTRICAL SPECIFICATIONS 802.11b/g/n Rating Continuous duty System voltage 120/240 VAC, 60 Hz Eaton BR series busbar rating 125 A Max. continuous current rating (output to grid) 65A Max. fuse/circuit rating (output) 90A Branch circuits (solar and/or storage) Up to four 2 -pole Eaton BR series Distributed Generation (DG) breakers only (not included) Max. continuous current rating (input from PV) 64A Max. total branch circuit breaker rating (input) 80A of distributed generation / 90A with IQ Envoy breaker included Production Metering CT 200 A solid core pre-installed and wired to IQ Envoy MECHANICAL DATA Dimensions (WxHxD) 49.5 x 37.5 x 16.8 cm (19.5" x 14.75" x 6.63"). Height is 21.06" (53.5 cm with mounting brackets). Weight 7.5 kg (16.5 lbs) Ambient temperature range -40° C to +46° C (-400 to 115° F) Cooling Natural convection, plus heat shield Enclosure environmental rating Outdoor, NRTL-certified, NEMA type 3R, polycarbonate construction Wire sizes 20 A to 50 A breaker inputs: 14 to 4 AWG copper conductors • 60 A breaker branch input: 4 to 1/0 AWG copper conductors • Main lug combined output: 10 to 2/0 AWG copper conductors • Neutral and ground: 14 to 1/0 copper conductors Always follow local code requirements for conductor sizing. Altitude To 2000 meters (6,560 feet) INTERNET CONNECTION OPTIONS Integrated Wi-Fi 802.11b/g/n Ethernet Optional, 802.3, Cat5E (or Cat 6) UTP Ethernet cable (not included) Cellular Optional, CELLMODEM-01 (3G) or CELLMODEM-03 (4G) or CELLMODEM-M1 (4G based LTE -M) (not included) COMPLIANCE Compliance, Combiner UL 1741 CAN/CSA C22.2 No. 107.1 47 CFR, Part 15, Class B, ICES 003 Production metering: ANSI C12.20 accuracy class 0.5 (PV production) Compliance, IQ Envoy UL 60601-1/CANCSA 22.2 No. 61010-1 * Consumption monitoring is required for Enphase Storage Systems. To learn more about Enphase offerings, visit enphase.com © 2018 Enphase Energy. All rights reserved. All trademarks or brands in this document are registered by their respective owner. 0:1 E N P H A S E 2018-09-13 %./ n n n n r r n ii CONTRACTOR DIY HOMEOWNER INSTALL PHONE: 502-680-6936 ADDRESS: 12335 W 34TH PL WHEAT RIDGE, CO 80033 LIC. NO.: HIC. NO.: ELE. NO.: UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS. NEW PV SYSTEM: 3.360 kW VILLALBA RESIDENCE 12335 W 34TH PL WHEAT RIDGE, CO 80033 ASSESSOR'S #- 3929108030 E D :Cwy of 311Zq� PAPER SIZE: 11" x 17" (ANSI B) RESOURCE DOCUMENT DATE: 01.17.2021 DESIGN BY: P.A. CHECKED BY: M.M. REVISIONS R-003.00 (SHEET 13) A /lr IRONRIDGE Solar Is Not Always Sunny Over their lifetime, solar panels experience countless extreme weather events. Not just the worst storms in years, but the worst storms in 40 years. High winds capable of ripping panels from a roof, and snowfalls weighing enough to buckle a panel frame. XR Rails are the structural backbone preventing these results. They resist uplift, protect ' against buckling and safely and efficiently �® transfer loads into the building structure. Their superior spanning capability 1 requires fewer roof attachments, reducing the number of roof penetrations and the amount of installation time. r, Force -Stabilizing Curve Sloped roofs generate both vertical and lateral forces on mounting rails which can cause them to bend and twist. The curved shape of XR Rails is specially designed to increase strength in both directions while resisting the twisting. This unique feature ensures greater security during extreme weather and a longer system lifetime. 1. 2EFriefXR Rail Family C C n XR Rail Family The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match. i XR10 XR100 XR1000 XR10 is a sleek, low -profile mounting XR100 is the ultimate residential XR1000 is a heavyweight among rail, designed for regions with light or mounting rail. It supports a range of solar mounting rails. It's built to handle no snow. It achieves 6 foot spans, while wind and snow conditions, while also extreme climates and spans 12 feet or remaining light and economical. maximizing spans up to 8 feet. more for commercial applications. • 6' spanning capability 8' spanning capability 12' spanning capability Moderate load capability Heavy load capability Extreme load capability �\ Clear anodized finish Clear & black anodized finish Clear anodized finish i' Internal splices available Internal splices available Internal splices available Compatible with Flat & Pitched Roofs Corrosion -Resistant Materials XR Rails are IronRidge offers All XR Rails are made of marine -grade compatible with a range of tilt leg aluminum alloy, then protected with an , FlashFoot and options for flat anodized finish. Anodizing prevents surface other pitched roof roof mounting and structural corrosion, while also providing attachments. applications. a more attractive appearance. Rail Selection The following table was prepared in compliance with applicable engineering codes and standards. Values are based on the following criteria: ASCE 7-10, Roof Zone 1, Exposure B, Roof Slope of 7 to 27 degrees and Mean Building Height of 30 ft. Visit IronRidge.com for detailed span tables and certifications. None 10-20 40 50-70 80-90 100 120 140 160 100 120 140 160 100 160 100 160 160 160 XR10 XR 100 rr,© 2014 IronRidge, Inc. All rights reserved. Visit www.ironridge.com or call 1-800-227-9523 for more information. Version 1.11 XR1000 r, CONTRACTOR DIY HOMEOWNER INSTALL PHONE: 502-680-6936 ADDRESS: 12335 W 34TH PL WHEAT RIDGE, CO 80033 LIC. NO.: HIC. NO.: ELE. NO.: UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS. NEW PV SYSTEM: 3.360 kW VILLALBA RESIDENCE 12335 W 34TH PL WHEAT RIDGE, CO 80033 ASSESSOR'S #: 3929108030 RD PAPER SIZE: 11" x 17" (ANSI B) RESOURCE DOCUMENT DATE: 01.17.2021 DESIGN BY: P.A. CHECKED BY: M.M. REVISIONS R-004.00 (SHEET 14) G A D n n E: C n u /AA I RON RI DGE The Stronciest Attachment in Solar IronRidge FlashFoot2 raises the bar in solar roof protection. The unique water seal design is both elevated and encapsulated, delivering redundant layers of protection against water intrusion. In addition, the twist -on Cap perfectly aligns the rail attachment with the lag bolt to maximize mechanical strength. Twist -On Cap FlashFoot2's unique Cap design encapsulates the lag bolt and locks into place with a simple twist. The Cap helps FlashFoot2 deliver superior structural strength, by aligning the rail and lag bolt in a concentric load path. Single Socket Size A custom -design lag bolt allows you to install FlashFoot2 with the same 7/16" socket size used on other Flush Mount System components. A IIIIII n n Tech Brief FlashFoot2 Arm J Three -Tier Water Seal FlashFoot2's seal architecture utilizes three layers of protection. An elevated platform diverts water away, while a stack of rugged components raises the seal an entire inch. The seal is then fully-encapuslated by the Cap. FlashFoot2 is the first solar attachment to pass the TAS -100 Wind -Driven Rain Test. Water -Shedding Design An elevated platform diverts water away from the water seal. Installation Features Tech Brie A Alignment Markers Quickly align the flashing with chalk lines to find pilot holes. B Rounded Corners Makes it easier to handle and insert under the roof shingles. C Reinforcement Ribs Help to stiffen the flashing and prevent any bending or crinkling during installation. Benefits of Concentric Loading 1200 FlashFoot2 1000 Traditional solar attachments have a horizontal offset between the rail and lag soo , FtashFoot bolt, which introduces leverage on the lag Q i Leading Competitor 60o � a \ bolt and decreases uplift capacity. u }, 400 • Low -Cost Competitor FlashFoot2 is the only product to align the 200 rail and lag bolt. This concentric loading design results in a stronger attachment for 0 1 2 3 the system. Rail -to -Lag Offset (in) Testing & Certification Structural Certification Designed and Certified for Compliance with the International Building Code & ASCE/SEI-7. Water Seal Ratings Water Sealing Tested to UL 441 Section 27 "Rain Test" and TAS 100-95 "Wind Driven Rain Test" by Intertek. Ratings applicable for composition shingle roofs having slopes between 2:12 and 12:12. UL 2703 Conforms to UL 2703 Mechanical and Bonding Requirements. See Flush Mount Install Manual for full ratings. O2016 IronRidge, Inc. All rights- -• Visit www.ironridge.comor :11 for • - information.• 1 Aaa r r n ii CONTRACTOR DIY HOMEOWNER INSTALL PHONE: 502-680-6936 ADDRESS: 12335 W 34TH PL WHEAT RIDGE, CO 80033 LIC. NO.: HIC. NO.: ELE. NO.: UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS. NEW PV SYSTEM: 3.360 kW VILLALBA RESIDENCE 12335 W 34TH PL WHEAT RIDGE, CO 80033 ASSESSOR'S #: 3929108030 P C"V 3/��/ PAPER SIZE: 11" x 17" (ANSI B) RESOURCE DOCUMENT DATE: 01.17.2021 DESIGN BY: P.A. CHECKED BY: M.M. REVISIONS R-005.00 (SHEET 15) i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: SU r u c --,T t V2_ -P I f W A �- Job Address: "LS tiJ 3-0-k 01 Permit Number: Z o l l ao o2 / N 1'n Sul �-� ate, 1r�1D� u ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 3/Z4 I 1S Inspector: '14-- DO 14= DO NOT REMOVE THIS NOTICE �� jt%• INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection W Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Concrete Encased Ground (CEG) Foundation/ P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Initials Comments Electrical Sewer Service Plumbing Do Not CovP_r Ilnriarnrn11nr1 ^r E2_1.....n.. L, I- %u___._ .. . Rough Inspections Wall Sheathing Date Gly rrvl Inspector Initials n r11v1 1 u mp rovai ut I he Above Inspections Comments Mid -Roof Lath / Wall Tie Rough Electric * _ Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection /Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof e 3 Final Window/Doors Final Building NOTE. All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate Of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits —Please be sure that rough insoPrtinnc a�A rmm�lo4orl f. .. �:_ r:_._:_. ivision. -... _.._ ... a .. c ULA1 wai iLJw vvitage Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of W heat jjdge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. F: 303.237.8929 January 26, 2018 Owner/Occupant 12335 W.34 th Place Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 RE: Previously permitted project plans available for retrieval — Permit 201600313 (Residential Remodel) Owner/Occupant, This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated plans and/or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20 working days (4 weeks) from the date of this letter and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period. You may retrieve plans and/or documents between the hours of 7:30 a.m. and 4:00 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 291h Avenue in Wheat Ridge. Cordially, Kimberly Cook Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 www.ci.wheatridjze.co.us City of W heat � e COMMUNITY DEVELOPMENT www.ci.wheatridge.co.us G, 41 CITY OF WHEAT RIDGE 1 _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NO ICE Inspection Type: Job Address: Permit Number: k, 1 a, c ,i ❑ No one available for inspection: Time '' 7 AM/PM Re -Inspection required: Yes Flo y When corrections have been made, cal for._ reinspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE n City of Wheat Ridge r Residential Roofing PERMIT - 201705649 PERMIT NO: 201705649 ISSUED: 08/07/2017 JOB ADDRESS: 12335 W 34th PL EXPIRES: 08/07/2018 JOB DESCRIPTION: Residential Re -roof to install TAMKO HERITAGE ASPHALT DIMENSIONAL asphalt shingles with 28SQ HOUSE AND GARAGE 4/12 *** CONTACTS *** OWNER (502)680-6936 RODRIGO & CHELSEA VILLALBA SUB (303)552-4467 John Hess 150142 Urban Exteriors, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,196.00 FEES Total Valuation 0.00 E 1W Use Tax 151.12 PA I 1L.V Permit Fee 172.60 --- ** TOTAL ** 323.72 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. J City of Wheat Ridge Residential Roofing PERMIT - 201705649 PERMIT NO: 201705649 ISSUED: 08/07/2017 JOB ADDRESS: 12335 W 34th PL EXPIRES: 08/07/2018 JOB DESCRIPTION: Residential Re -roof to install TAMKO HERITAGE ASPHALT DIMENSIONAL asphalt shingles with 28SQ HOUSE AND GARAGE 4/12 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications= applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this er her attest that I am legally authorized to include all entities named within this document as partes to the work to be per fp ed and t atwork to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature q"WNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable 2;; or or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official o Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz y,( From: no-reply@ci.wheatridge.co.us Sent: Tuesday, August 1, 2017 9:22 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number 12335 W 34th PL ')L Rodrigo & Chelsea Villalba 502-680-6936 Property Owner Email Field not completed. Address ' 1 q Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. Attached Copy of Villilaba Contract.pdf Contract CONTRACTOR INFORMATION Contractor Business Urban Exteriors, Ilc Name Contractor's License 150142 Number (for the City of Wheat Ridge) J� Contractor Phone 303-552-4467 Number Contractor Email Address jennifer@Urbanexteriorsllc.com Retype Contractor Email jennifer@urbanexteriorsllc.com Address DESCRIPTION OF WORK Are you re-decking the No roof? Description of Roofing Tamko Heritage Asphalt Dimensional Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 28 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES 28 (pitched + flat) of all 2 roofing material for this project Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) House and Garage 4/12 pitch c" SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant John Hess Email not displaying correctly? View it in your browser. 3 �> ��-�° G �%r/V�,� � Cat.,iC (, � �t✓ � � j� �'z`rC�C 'rr,-" Ci �� c���l �¢ J Z'� Urban Exteriors, LLC ('�J 3440 Youngfield Street, Suite 179 OV '004 Wheat Ridge, CO 80033 -00 Urban Exteriors 303.552.4467 BBB. C� www, u rbanexteriorstic com COLORADO ROJhf NC, 'AS OCIA110.% Owner's Name ` Insurance Company: y~ Address:I J 3 S -Tt , ;0611 Phone #: City:00 State: Zip: Claim #: teg P e #: ,5-&2 �� Project Manager: Mobile #• 7 Phone #: S _ Email: Date: 1y !� e'er UW E, the Owner(s) of the premises described above authorize Urban Exteriors, Ilc and labor necessary to roof and/or improve these premises in a good, workmanlike specifications and provisions: T-7 I L , hereinafter referred to as "Contractor", to furnish all materials and substantial manner a�cojding to the following terms, INSURANCE: THE ONLY COST TO THKPROPERTY OWNER IS THEIR DEDUCTIBLE PLUS ANY UPGRADES CHOSEN OR ANY NON COVERED ITEMS THAT MUST BE REPLACED TO COMPLETE THE REPAIRS. THE CONTRACT BALANCE IS PAID BY YOUR INSURANCE COMPANY PER FINAL LOSS INVOICE. THIS AGREEMENT IS NULLAND VOID AND DOES NOT OBLIGATE ANY PARTY TO IT SHOULD THE INSURANCE COMPANY REFUSE COVERAGE UNDER THIS CLAIM OR SHOULD THE COVERAGE OFFERED BE INSUFFICIENT FOR CONTRACTOR TO PROPERLY DO THE WORK. THE SCOPE OF WORK WILL BE DEFINED BY THE INSURANCE COMPANY LOSS SHEET AND ALL REVISIONS THEREOF. ANY ADDITIONAL WORK MUST BE SUBJECT TO A CHANGE ORDER AND/OR CONTRACT SIGNED BY THE PARTIES. b. Description of any areas that will NOT be worked on: / 011 7 -� �Cesr � Ili ✓a�t,.- This list of specifications may be conthVd on subsequent pages (see page number below). e. Payment: Contractor proposes to perform the above work, (subject to any additions and/or deductions pursuant to authorized change orders), for the Total Sum of $1-17- q°? �3 Down Payment $�Q, (o C : Substantial commenc��� d. Commencement and Completion of Workement of work shall mean either the physical deliveryof materials onto the premises or the performance ar v labor shall e su ct to anY permissible delays as per provision (5) on the reverse side. Shingle Mfg,®TYPA& ]o_lor: ✓ - ✓ Labor Warranty: 5 yrs, transferrable - provided upon payment in full VU `l Jf c j° � "; e. Acceptance: The contract is approved and accepted. I (we) understand there are ndoral agreements or understandings between the parties of this agreement. The written terms, provisions, plans (if any) and specifications in this contract is the entire agreement between the parties. Changes in this agreement shall be done by written change order only and with the express approval of both parties. Changes may incur additional charges. Additional Provisions of This Contract Are On The Reverse Side And May Be Continued on Subsequent Pages. A copy of the labor warranty is available upon request. Urban Exteriors shall hold in trust any payment received from you until Company has delivered roofing materials at the site or has performed a majority of the roofing work on your property. You, the Buyer, may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction. See attached Notice of Cancellation form an explanation of this right. KS ,WS�T BE MADE PAYABLE TO URBAN EXTERIORS, LLC. zl-t7 date 97- -17 date V I hereby grant Urban Exteriors permission to speak with my insurance company for the purpose of resolving this claim. >V`/ Urban Exteriors has permission to discuss my claim with my mortgage comnanv. if aunlicable. o O N (aD H W n a C) r - n \ Y• N p o m z n O O ro a 0 N O tt � O w rr N P. r M 0 b H (D rr ((D N (D 0 :j 1- P- (D (D ~ r:4 rr O COrJ (D I -h ci m N H O rr�, rh rr ?d F- 11 0 EQ ~ m (D 0 f,. ro ~ t4 P a H � H O z �. rr w O 0 rt w m W � a m rr r r p n m 'oa p 0 r m r- n ~ yroy m Z a [q Od C (D r. r I W (, (D O H K ro tv 0 ro n 0 x H a 'O H a m x m a r < n m M p H H rr ro M M n n to a � p m E o m O p rn M b N O m v m m m i rt n rr a r- rr rr m ro nm t• a ,D (D a a r rr rr a K W 0 W m E O p O 11 ID C 3 a n (r � ro w m W a °n w o C r* r1 ro x m m r a a m m M m M mo z ro m a m m m a m (Dw o m f+ rr w a m M a w b n w O r m a to N p \ W O ry a ro o 5 rt Y .7 m M m r1 m H ` m rr m m rl a n r (D a m w o a m C m m m a m p rr n 11 m INm n n b � a N. rt � 5 d N Y O i 1 of u u O O W\ 1 a D D � W i Y D D y D D E �I ry� D � E y r) ; O 1 a �] 2 O O c z_ E [fir] ::E.' 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(Punwcnapun) eovias jaium (punclaiapun) eoinJaS Jannas , (punoj6jaPun)ieoluoal3 I' slelllul s;uawwoo-minadsul area suolll�adsul gejS/punoj6jepun I -iIre]00Y:I+eyIIC1.[•i«l:rII0MIANVIAX•1_L•1•J,,ZJEFi•err-C2�re t�►:�lr�i•r_l1J1L• �' — - 1999l '3•d IlennwejSj6ugood ,030) puno E) paseou3 940=00 suosslep puawewo;upaj gelg ol44llouolN sle ds axe suol edsu uol a uno s;uawwoo .�o;oadsul a � i ; P d joefo.>id shy; o4;usulped seoedS -1itl u6lS xsnW aoloedsul •Xep ssouisnq fuimollol aip uoi;oodsut UR antaaai of •urd 69:11 a.topq outl 4sonbai uot;oadsut alp lleD •a;is ;oaCoid itp uo pa;sod st p uo s!q4 ssolun pauuo3tad aq iou Minn suopoadsui £E69-t£Z (£0£) :3NI-I i.S3nD3H N01133dSN1 Ar C11103311 NOI-. *3dSNI lf� a y% ous Hoop( in CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 6 F / Job Address: 12.33 5- w. ? `! 7 Permit Number: 20/G a®3.,3 ❑ No one available for inspection: Time I - SG AM PI Re -Inspection required: Yes No * When corrections have been made, call for re -inspection at 303-234-5933 Date: 2� -2 j`1'7 Inspector: DO NOT REMOVE THIS NOTICE A41 f CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax �U INSPECTION NOTICE Inspection Type: rS E I _ Job Address: f-71 -7) 1 P 1 Permit Number: L © ('rn 0 U e DO ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: EF --t. ? it 9 l=- t Job Address: 1 Z ? 3 S i . � q r'f �'Lr Permit Number: 201 (� B6 31 5 e,I,"L" ". l..- ns I ;AQ10 ro :91ti? Zf/4M'���7<vl+S O ❑ No one available for inspection: Time t AM Re -Inspection required:Ye No • �c ' When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE - Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: /2_33,57 lv . 3 `-Ir " P,-, Permit Number: Zoi(� 00 3 / 3 ❑ No one available for inspection: Time , ► 0 AMM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division` i (303) 234-5933 Inspection line (303) 235-2855 Office - (3 03) 237-8929 Fax ?C, INSPECTION NOTICE Inspection Type: Job Address:---------/ � PL, Permit Number: I t t 41 tj r Yz"a'vf`. 5 °f" `'',. ."ef i r 0V.,(s i"''»'.s$"t. B e &c e t . f, ('e `- &(v ZVI a y, ❑ No one available for inspection: Time AIV) PM Re -Inspection required: esu No *When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: 't N � DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line C (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: i3F Job Address: Permit Number: 09 6 003' 3 bnafC I o f= S r G a 9 e�- ` €aa"tfad'Eip(/ sr°ti f �9� E`�mJ 7_7 of �o.-o' -,emir a G j -4p C e �% ❑ No one .available for inspection: Time � /PM Re -Inspection required: Yes No *When corrections have . been made, call for re -inspection at 303-234-5933 � ' ,a Date: Inspector: DO NOT REMOVE THIS NOTICE 6 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax j 3i INSPECTION NOTICE Inspection Type: Job Address: L_ Permit Number: C J 3 1 3 ❑ No one available for inspection: Time 0 C A( /PM Re -Inspection required: Yes (:�N6) *When corrections have been made, call for re -inspection at 303-234-5933 Date:c- Inspector DO NOT REMOVE THIS NOTICE I* � A i CITY OF WHEAT RIDGE ��9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax 3e do INSPECTION NOTICE Inspection Type: �•O � Job Address: 3, W 3y -k 1) L Permit Number: -)) b 00 3 ) :� P P P RJki � n ❑ No one available for inspection: TimeAM/EM' Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date:�� I ���/ Inspector DO NOT REMOVE THIS NOTICE ► A CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:J ,? 5„ -3 4 t', P1_ Job Address: Permit Number: Scf - vA 171 No one available for inspection: Time � &I /PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303303.25933 Date: Inspector: DO NOT REMOVE THIS NOTICE Melissa Mack"e-- IgI1,11, I III-- IRWIN From: Bryan McKim <bryan@missionbasements,com> Sent: Friday, July 8, 201612:37 PM To: Melissa Mackey Subject: 12335 West 34th place 13 3 0-03MUM mmmas I 1 4 a & . I t 191• City c:a�` wh6,at, yy r,� ygypgyy pg�p p,gyp •(lillillilill ► • s PlanId` ennPt # ZI ,. Mailing Address: (if different than property address) iii , tte, i t-F>titct'rxnir• Architect/Engineer E-mail: o `f7- Phone: - 7 Contractor" -3c C I I I Contractors City License #:Zhone: ContractorE-mailAddress: Sub ontractor : Electrical. t Plumbing: e Oli Mechanical: , W.R. City License # W.R. City License # WR. City License # t1wi del Other City Licensed Sub: Other City LicenseSub: City License # City License # Complete all information on BOTH sides of this form r (Check all that apply) NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDEN TIAL , STRUCTURE COMMERCIAL NI' y ROOFING Y a14 li� COMMERCIAL ADDITION RESIDENTIAL ROOFING Al 0 WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL /APPLIANCE REPAIR or REPLACEMENT 0 PLUMBINGSYSTEM/APPLIANCE...REPAIR as i or REPLACMENT ELECTRICAL ; ; •i ♦ M or REPLACEMENT ; E OTHER • amountf materials to be used, eta.) 44 1i „#6.r..�„_ s t'” x`# fg e C— S 4,q r& i. ' v t 1 '. 3 Cc �s Sq.UL re J, Btu's Gallons Amps Squares Other OEM= MEM= WINPRO SERIES NFD NET WIDTH=26 NET HEIGHT=31 X0 W14T EC LOW -F, ARGON * 3 1/4" NAIL FIN RIP FIN CAM LOCK U-VNLUE=0,3 SHGC--0,3 VLT =056 STC=26 Bid By; Ver: 7,01,0195 Page I of 3 NICKY'S WINDOW & DOOR SUPPLY 4420 ALLISON STREET UNIT A NNTIEATRIDGE, CO 80033-3326 Phone 720-287-4018 Fax 720-287-4030 QUOTE - QT005400 bl-NA= Anna Merrick ffid—fqj, (Business Address) Cash Sale Line QtyDescription Each Total 4 9100 -SLIDER 155.82 623.29 Window Sizing: WINPRO SERIES NED NET WIDTH=42 NET HEIGHT=31 Operatiow X0 Color: Wfff ZI ID Glass Options: E C LOW -E ARGON Frame Option& * 3 1/4" NAIL FIN RIP FIN Hardware Opts, CAM LOCK Perform, Data. 13-VALUB43 —42 SHGC=03 VLT=0,56 STC -26 2 2 9100 -SLIDER 135.68 271.36 OEM= MEM= WINPRO SERIES NFD NET WIDTH=26 NET HEIGHT=31 X0 W14T EC LOW -F, ARGON * 3 1/4" NAIL FIN RIP FIN CAM LOCK U-VNLUE=0,3 SHGC--0,3 VLT =056 STC=26 Bid By; Ver: 7,01,0195 Page I of 3 NI 1KYiS WINDOW DOOR SUPPLY NFD QUOTE - NET LITH 60 NFT FIEIt ICT ;3 Operation, X0 Color- Cash Sale Anna Merrick EC LOW -E Line Qty 1%seriptioct Frame Options: * 3 114" NAIL FIN Each Total 3 1 9100 -SLIDER CAM LOCK perform, Data: 184.97 184.97 SIIUC=d).3 Window Sizing WfNPRO SERIEES STC26 D NM'WIDTH=58 _.._... N HEIGI F 31 Operatiow XC) Color WFFF Glass Optj ans: EC LOW -I ARGON g� Frame ions" ♦ gg gay � * 3 1 t4" NAII. FIN RIP FIN e Hardware Opts: CAM LOCK Perfornt, Datx i.i-VALUE J.3 qS>HC{AC=0,r3 T""�'4yt�56 �Yx^I�Wy^ty TiC=26 4 3 91 SLIVER 117,13 351.39 Window Sir RC) SF3ZIFS NFD WJDTH 31 NF7 FIF.ICII T=16.5 Operation- X0 Calor: WHT Glass ions; EC LOW -E ARGON Frxne Options: * 3 114" NAIL FIN RIP FIN 31 Hardware Opts, C;Ail LOCK Perform. U-VALUE.3 SIGC.3 VLT=7,56 STC; -26 5 2 91110 -SLIDER 152.64 305.28 Window Sizing: WINPRO SERIES Bid By Ver; 7,01.0195 Page 2 of 3 Bid Hated: 2123/2016 NFD NET LITH 60 NFT FIEIt ICT ;3 Operation, X0 Color- Wfff 2. Glass Options: EC LOW -E ARGON Frame Options: * 3 114" NAIL FIN -Fl(p RIP FIN Hardware Opts: CAM LOCK perform, Data: U-VALUE=(i.3 SIIUC=d).3 VL'I X1.56 STC26 Bid By Ver; 7,01.0195 Page 2 of 3 Bid Hated: 2123/2016 DidEm, Cash Sale Anna Merrick Lime (qty Description Each Total 6 3 9700 -PATIO DOOR 540.02 1,620.06 Window Siring; 6068 Operation: X0 Color WlTr Glass Options- EC TLMP Frame ns: * STI) NAIL FIN Options, FOS P U-VAL ==0.33 SFt ?.3 i VLT=0 5 STC -29 Total Material + Tabor + Delivery + 7.5% Tax- — Sob Total 3,356.34 0.00 0.00 251.73 3,608.07 Bid By: Ver: 7,01.0195 Page 3 of 1,ess Deposit 0.00 Balance Due: $3,608.07 Bid Dated: 2/2312016 Lyn I MER: Alan Pdce bate': 02.22.201 1 6 ----------- ------ vss: Wheatridge, Co MITek USA, Inc. 7777 Greenback Lane Suite 109 Re* 15-117390 ALP1481 mffl4."----.------ 16T'Wwo" ' igmmmmwtr*Akol�-tww*Aij-,)TOAIA based on the parameters provided by BMC West -Fort Lupton, CO. Pages or sheets covered by this seal: 846619299 thru R466193109 My license renewal date for the state of Colorado is October 31, 2017. Lumber design values are in accordance with ANSI/TP1 I section 6.3 These truss designs rely on lumber values established by others. 10, February 23,2016 Hernandez, Marcos truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. 3x10 It 3X6 I3x10 L K i N10 12XI2 It M0 31- 6.6-7 6-3-10 [AG�0-1-14,G-1-01, JAKO-1-14 LOADING (Psf) SPACING- 2-0-0 C$j. TCLL 30.0 (Roof Snow --30.0) Plate Grip DOL 115 TC 0A0 TCDL 10,0 Lumber DOL 115 BC OM 8CLL Rep Stress Incr YES D G.Code IRC2012ITP12007 i VVB I m (matrix) SCOL 10,0 •" Z LUMBER - TOP CHORD 2x4 OF I 800F 1,6E or 2x4 OF NoI &Btr or W SPF I 65OF I SE BOTCHORD 2x4 OF 180OF I SE or 2x4 OF No, I &Btr or 20 SPF 165OF I SE VVESS 2x4 SPF -S Stud OTHERS 2x4 SPF -S Stud MUZEMIN=7 DEFLin (loc) Udell L/d Vert(LL) -0M P >999 240 Vert(TL) -0,07 O -P >999 180 Horz(TL) -0.01 8 We We I PLATES GRIP MT20 169/123 MT1 SH 1691123 Weight: 128 lb FT - 9% ---- — -------- BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purims, BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer �Jpatqllq •" Z U rM MIM 7-7 s s• •a 5 8 9Q 5.8-90 &8-10 to Wj LOADING (p) SPACING- 2.0-0 CSI. DEPL. In (1oc) Udell Lid PLATES GRIP TCLL 30,0 Plate Grip Dc7l- 1.15 T 0,49 vert(LL) -0.03 K >999 240 � MT20 1691923 (Roof Snow --30,O) Lumber DOL 1.15 BC 0.21 Vert(TL) -0.07 J -K >999 180 TCDL 10.0 Rep stress Incr YEs Wa 1.00 Horz(TL) -0.01 8 We nfa SCLL 0.0 Code IRC20121TPI2007 (Matrix) BCDL__ _ __.10.0 Weight 9516 FT - 9% LUMBER- BRACING- TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.IMr or 2x4 SPF 165OF i,SE *Except* TCP CHORD Structural wood sheathing directly applied or 6-0-0 ac puffins. E -H' 2x4 SPF 21 OOF 1.8E BOT CHORD Rigid calling directly applied or 90-0.0 cc bracing. BLIT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No, I Str or 2x4 SPF 1650F 9.5E MtTek recommen ds that Stat ifxers anc3 required cross l rao ng 7} 8S 2x4 SPF -S Stud [be installed during truss erection, to cordance with stab611asr SLIDER Left 2x6 SPF f65OF 4.5E 3-4.6, Right 2x6 SPF 166OF f,SE 3-0-6 REACTIONS. (Iblsize) H=39910-5-8 (ruin. 0-188), 8.66310-3-8 (min. 0-1.8), J=1399/0-5-8 (min, 0.2-6) Max Herz J-78(LC 10) Max Uplift H=-114(LC 11), B-246(LC ), J=-173(LC f) Max Gray H-444(LC 16), 8=692(LC 15), J-1399(LC 1) FORCES. (I6) -Max, Comp,lMax. Ten, -All forces 250 (lb) car less except when shown, TOP CHORD B -C=-7211171, C -D= 5571187, E -L-01370, E -F=01440, F- =-459(189, G -H--55951170 BOT CHORD B -K-.91/869, J -K=-911569, l -J--1011491, H-1--1011491 BS E -J= -638111T. F -J=--9171229, D -J -8991214, D -K=01255 NOTES - 3) Wind: ASCE 7-10; Vint=145mph (3 -second gust) V(IRC2012)-115mph; TCDL=8.Opsf; BCDL-S,Opsf; h=25ft; Cat. Il; Exp C; enclosed„ MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL -1.33 plate grip DOL --1.33 2) TCLL. ASCE 7-10; Pf=30.0 psf (flat roof snow); Category 11„ Exp C; Fully Exp.; Ct=1A 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16,0 psf or 1.00 tonnes flat roof load of 30.0 psi on overhangs nort-concurrentwith ofiter five kinds. 5) This truss has been designed for a 10.0 psf bottom chord live load n y other five load&" 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all men where a rectangle tog by 24)m0 wide ' will fit between the bottom chord and any other members, 7) Provide truss to tearing capable of withstanding 100 he uplift at joird(s) ex b) mechanical connection (by others) of plate ° H-114, 8-246, J=173. ?z 8) This truss Is designed in accordance with the 2012 International Residential Code sections 8502:31.1 and R802.10.2 and� referenced standard ANSIJTPI 1. "s in design thta cc "r 9) i-ngld pitchbreaks including h s" Member end fixity el was used the analysis and of � � a k LOAD CASES) standard ON At �# E WA AWNS - V.0ft, d.Vn Tswwwbov And READ MOM ON THIS AND 01CLUDED WgeK RFFMMCE PASE W747S raw: 10/8"015 SSFM 115E1 Design void for use onv Win WeW conneclon, This design is based defy Lipon barometers strown, arsei is for as indrsidual buMing component, not o truss system flefore use, the buliding designer must verify the oprikobility of design porn eters ond proparly, &n arcate this destan 'arta the ouerali bulling design. trig "sradioted b to prevent buckling of inct` lar AddiffOrKA fernoormY and permanent bracing M i Pek' ' is elways requiuol fief slob4ty and to prevent college, with and property damage rorgeniffal g ` regording the fabrication, storage,v +, d n and bracing of insider and truss systenie, sm AUUMI . D S Comporsent 7711 t? Safirfifinforosallon avalable ftm Truss Mote k offtute, 218N, Lee Street, Suiie332. Alexuridda, VA 22314. ,m_....� 1.- ` 2.2.0 5=6-10 5.8.10 5.6.10 5-8-10 -_ s 2x4 i l 5x8 =-, 2x4 It � LOADING ... SPACING- 2-0-0 GSI. #lL.in (#trc tfded'LT GRIP__ (Roof Snow=3G ) Plots Grip DOL 1.15 TC 0.73 Vert(LL) -0A2 10-11 >999 240 Lumber DOL 1,15 ; BC O 43 Vert(TL) -027 10-11 >999 180 MT20 169112 TCO/_ 10.0 B LL 0 0 Rep Stress tncr YES WB 0,61 Horz(TL) 0.08 8 n/a ate Codex 1RC2012JTPi2007 (Matrix) Weight 98 to FT - 9 LUMBER. BRAC4NG- TOP CHORD 20 OF 1800E 1.8E or 2x4 DF NoA&Str or 2x4 SPF 1650E 1,SE TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc pulins. BOT CHORD 2x4 OF 1800E 1,6E or 2x4 OF No,1&Btr or 2x4 SPF 1650E 1.5E BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2x4 SPF -S Stud MiTek recommends that Stabilizers and required cross bracing — __ SLIDER Left 2x6 SPF 1650F 1.8E 3-0-6, Right 24 SPF 165OF 1,5E 3-0-6 � be installed during truss erection, in accordance with Stabilizer REACTIONS. (tblsize) 8=1136/0-",2=1325/0-" Max Harz 2=78(LC 10) Max Uplift 8=-203(LC 7), 2--328(LC 6) FORGES. (lb) - Max. Comp,/Max. Ten. - All forces 250 (to) or less except when shown. TOP CHORD 2-3 =-2184/334„ 3-4=-209613 56, 4-12=_16531290, 5-12 =-1853/312, 5-6=-1868/303, 6-7-21391397,7-8=-22421376 BOT CHORD 2-11-31011924, 10-11=_31011924, 9-1 0=-291/1973, 8-9=-29111973 SS 5-10=-37/513, 6-10-644/197,4-10-567/181 NOTES. 1) Wind: ASCE 7.10; Vutt=145mph (3 -second gust) V(IRC2012)=115mph; TCDD=6.0psf; BCDL=6.Opsf; h=254t, Cat. tl, Exp C, enclosed; MWFRS (envelope), cantileverleft and right exposed; end vertical left and right exposed, Lumber DOL=1.33 plate grip DOL=1,33 2) TOLL: ASCE 7-10; Pf =30.0 psi (flat roof snow); Category ll, Exp C; Fully Exp., Ct=1 A 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live lend of 16.0 pat or 1.00 times fiat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 pet bottom chord live toad nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in sift areas where a rectangle 0 ta# by 2.0.0 wide fit between the bottom chord and any Cather members.}j O Ll 7) Provide m connection (by ) of truss to 'rig plate of ding 100 l at joint(s) ex ()tib) =203. 2=328. `P a^ 8) "Semi-rigid pitchbr lis including heels" Member end fixity u in the analysis and design this truss *e*i > � � 3 a m '6766JT1�* * ONA Ail WARNW6 READ NOTES 77tiS ANii l#C CF PAGE. T4i5 r 14031"S BE Design voted to vse veath e connecters. The design is nosed parameters shown and h for an Individual buldirig component, not ca inns system, Before use, the bolding designer must verify the uppicobffily of design jumomaters incomatate tfer design into the overall bulding design, bracing indicated is to prevent lounging at mcmi and/or chwd marnbers only, Additional temporon, and parmartent bras ng is streays required tar stabSty and to prevent .se+sz4tki . For persvol guidance regarding the Ple" tabrictstion, storage, dePoery, erection and backtg eates ar d vuss sysi anatimsi . us.— awmints Comporede 7M anter4ack LAM Sra Nan avalkible kmTnes Plate krsftte. M N. Lee. Street, Sufte 312.. Alaxonchirt, VA 22314, .,,te u _.._ — nom. IA04 Common Supported Gorge TRUSS AtaD CCi�PQNENTS,. FORT LUPTON, CO 80629 2-2-0 91-54 11.5»4 .. Scale - 1:41.1 3x10 �! 35 34 33 32 31 30 28 28 27 26 25 24 23 22 21 20 LOADING (par) j SPACING- 2-0-0 GSI. DEFL. in (toe) IBdefl Lld PLATES GRIP T pf Snow --30,O) Plate Grip DOL 1.15 ? TG 0,28 Vert(LL) 0,01 9 nir 12 T20 1691123 TCDL 10,0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.01 1 ntr 90 Rep Stress Iiia YES WB 0.07 i Horz(TL) 0.00 20 nla rola BOLL L0 0 Code IRC2012/TP12007 (Matrix) Weight; 107 lb FT - 9% LUMBER- BRACING• TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1 ABtr or 2x4 SPF 166OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF 180OF 1.8E or 2x4 DF No. 1 tr or 2x4 SPF 165OF 1.5E end vertias. WEBS 2x4 SPF -S Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing. OTHERS 2x4 SPF -S Stud SLIDER Left 2x6 SPF 1650E 1.5E 1.7-12 REACTIONS. ff bearings 22-10-8. (lb) - Max Harz 2=80(LC 10) Max Uplift All uplift 100 lb or fess at joint(s) 20, 29, 30, 31, 32, 33, 34, 35, 27, 26, 25, 24, 23, 22, 21 except 2=-174(LC 6) Max Grav All reactions 250 lb or fess at joint(s) 20, 28, 29, 30, 31, 32, 33, 34, 35, 27„ 26, 25, 24, 23, 22,21 except 2=374(LC 1) FORGES. (lb) - Max. Comp./Max. Ten, - All forces 250 (lb) or fess except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=145mph (3 -second gust) V(0RC2012)=115mph; TCDL=6.Opsf; BCDL=6,Opsf; h=25ft; Cat. fl, Exp C: enosed'; MWFRS (envelope); cantilever left and right exposed; end vertical telt and right exposed; Lumber DOL=1.33 plate grip DOL -1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to Wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1, 3) TOLL: ASCE 7-10; f=30.0 pet (flat roof snow); Category It; Exp C; Fully Exp.; Ct-1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of mire roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrerd with other five ..losd& 6) All plates are 20 MT20 unless otherwise Indicated. 7) Gable requires continuous bottom chord bearing, NDO 4r✓G 8) table studs spaced at 1-4-0oc.*�e 9) This truce has been designed for a 10.0 psi bottom chord live load nonconcument with any ether five loads. eye *tee 10) * This has been designed for live lead 20.Opsf the bottom in by 2 vide Will truss a of on chord all areas where a rectangle fat betivem the bottom Mord and any other members. 0 11) Provide niechartical connection (byothers) of truss to bearing plate capable of withstanding 1001b uplift at )oinf(s) 20, 29, 30, 31, 32,t t a it e 33, 4, 35, 27, 26, 25, 24, 23, 22, 21 ex (jH- b) 2=174, e 12) Beveled plate or shim required to provide ftp beating surface with truss chord at joint(s) 2, 13) 'Semi-rigid pitchbreaks including heele Member and fixity model was used in the analysis and design of this truss,ee ; �` gee°�eemaeee°"'ge°Oh`"� 0 N A a I I 1 I om 5X8 5x8 R 2X4 t 5.X8 ''= 2x4 ( l LOADING (pstli ., to TOLL *4 Plate • DOL 115 TO O82 (Rer DOL oof Snow --30.0) #. 65 TOOL rr15 BC Stress Incr YES WS 0 BCLL 0.0 +#..IRC2012aP[2007 (matrix) r r TOP CHORD 2x4 SPF 210OF BOTCHORD r # r VVEBS 2x4 SPF -S Stud SLIDER Left 2x4 SPF -S Stud 3-4-13, Right 2x4 SPF -S Stud 3-4-13 r DEFL. in 0oc)Wall 4 t r a PLATES GRIP MT20 1691123 Weight: 100 to FT = 9% BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD.» oc bracing. WEBS I Raw at midpt # Y be installed during truss erection, in accordance with Stabilizer Max ttorz 2--65(LC 13) Max Uplift 2=-356(LC 6), 8-358(LC 7) FORCES. (lb) -Max, Comp./Max. Ten, -All forces 250 (lb) or lass except when shown. TOP CHORD -3=-3410/520,3-13-33191538,4-13=-32651541,4-5--2541/401,5.6=-2541!401, 6.14=-3255/541, 7-14=-33191539, 7-8-3410/521 .12=-50613175,11-12--50613175,10-11a-44313175, 8.10--44313175 BOT CHORD 2-12-506/3175,11-12=-60613175,10-11=-443/3175 , WEBS 5 -11 14/627,6-11=-1029/256,6-10=01259,4-11=-10291256,4-12=01259 NOTES - 1) Wnd; ASCE 7-10; Vuh=145mph (-second gust) V(1RC2012)=115mph; TCDL= 6,Opsf; BCDL=6.0psf; h-25ft; Cat. it; Exp C, enclosed; MWFRS (envelope); cantilever lett and right exposed; end vertical left and right exposed„ Lumber DOL=1.33 plate grip DOL -1.33 2) TOLL,: ASCE 7-10; Pf=30.O pst (flat roof snow); Category Il; Exp C; Fully Exp.; Ct-1 A 3) Unbalanced snow loads have !seers considered for this design. 4) This truss has been designed for greater of min roof live toad of 20.0 pat or 1.00 times fiat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.6 pat bottom chord live load norrooncunwit with any other live leads, 6) ' This tress has been designed for a live toad of 20. on the baftom chordin a9 areas where a redaVe by 2 wade willLl fit between the, bottom chostl and any other members. .***#*. � • 7 Provide mechanical connection (b others) of truss to beatingplate a of withstanding 10th lb eft at ' rets e fib) 2-358, " 8=358. 8) "Semi-rigid prichbreaks, including heels" Member end Axity model was used in the analysis and design of this truss. � q*, 66 11.3-10 11-3-10 4x4 3x4 = 8 7 6 3x4 2x4 it 5x6 20 ii N Plate Off�etxY- i? to 3-0 a 30------ LOADING(p X0.0 mm SPACING, 20-0 CSI DEFL. in (loc) Ildell Up� PLATES GRIP TCLL {Roof Snow --30.0) Lumber Grip DOL 1.15 TO 0.42 Vert(LL) n/a oia 999 I MT20 169/123 TCDL 10.0 # DOL 1.15 BC 0.201 Vart(TL) nta nta 999 Rep Strew Inc r YES WB 0.15 Horz(TL) O,00 5 nfa nta BCLL 0,0 Code iRC20121TP12007 (Matrix) p Weight: 63 Ib FT = 9% L.._. -r_._rvJDA--- LUMBER- 14,tt--LUMBER- B CING- TOP CHORD 2x4 OF I$00F 1.6E or 2x4 OF No. I&Btr or 2x4 SPF 1650E 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 20 OF 1800E 1.6E or 2x4 OF No.I&Bir or 2x4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, OTHERS 2x4 SPF -S Stud t MiTek recommends that Stabilizers and requiredcrossbraking be installed during truss erection, in accordance with Stabilizer LA REACTIONS. All bearings 22-5"5. (lb) - Max Harz 1=42(LC 10) MaxUplift All uplift 900 to or less at jorm(s)1, 5,7 except B-156(LC 10), 6=-156(LC 11) Max Grav Ali reactions 250 to or less at joint(s) 1, 5, 7 except 8=717(LC 14), 6=717(LC 15) FORCES. (ib) - Max. Comp,/Max. Ten. - Ali forces 250 (lb) or less except when shown. BS 2-8=-571/219,4-6=-5711219 NOTES - 1) Wiin& ASCE 7-10, Vult=145mph (3 -second gust) V(1RC201 )= 115mph; TCDL=6,Opsf, BCDL=6.Opsf; h=25ft; Cat. ll; Exp Cr enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (fiat roof snow); Category ll; Exp C Fully Exp.`; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) rt This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-8.0 tall by 2.0-0 wide will fit between the bottom chord and any other members, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 1, 5, 7 except (jt=lb) 8=156,6--956. 8)"Semi»rigid pitchbreeks including heels" Member end fixity model was used in the analysis and design of this truss, 0 1111 "/ONt r +. . e "o,. ,. 8-7_10 8.7-10 4x4 -w 4 44 .* 1 w Pian sets Yj4:0 i _. - LOADING(p )0`0 DEFL. in (loo) ildeif Up SPACING- 2-00 GSi.PlateGriripDOL TOLL PLATES GRIP 1,i5 I TC 0,80 Vert(LL) nia n/s 899 f (Roof Sn -30,0) [ Lumber G1CL 1„15 I BC 0.36 Vert(TL) nta - n1a 899 MT20 1691123 M20HS 127/93 I TCDL %0 ( Rep ,tress fncr YES WB 0,17 { Horz(TL) 0,00 3 n1a rrfa BCLL 0.0 Code IRC2012fTPI 007 � (Matrix) Weight 45 lb FT 9% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 OF NoA&Btr or 2x4 SPF 165OF 1.6E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, g g y applied 00-0 oc brad BOTCHORD 2X4 DF 1800E i.6E or 2x4 OF No, 18�Btr or 2x4 SPF 1650E 1.5E BOTCHORD Rigid ceiling daredi a sed or 1 /OTHERS 2x4 SPF -S Stud E MiTek recommends that Stabilizers and _µrequired cross breang be installed during truss erection, in accordance with Stabilizer 3 REACTIONS. (tblsze) 1=314117-1-5,3=313/17-1-5,4=850117-1-6 Max Herz 1=31(LC 10) Max Uplift 1=-76(LC 6), 3=-79(LC 11), 4=_108(LC 6) Max Grav 1=338(LC 14), 3=338(LC 15), 4=850(LC 1) FORCES. (lb) - Max. Comb/Max, Ten. - All forces 250 (lb) or less except when shown. 3S 2-4=-6221196 NOTES - 1) Wind: ASCE 7.10; Vutt=145mph (3 -second gust) V(1RC2012)=115mph; TCDL=6.0psf; BCDL=6.0psf; h=250; Cat. ll; Exp C, enclosed; MWFRS (envelope); cantilever left and right exposed , end vertical left and right exposed„ Lumber DOL=1.33 plate grip 00L=1.33 2) TCLL: ASCE 7-10; Pf=30.0 pet (flat roof snow); Category ll; Exp C; Fully Exp.; Ct=1„1 3) unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) The solid section of the plate is required to be placed over the splice line at joints) 2. 6) Plates) at joint(s) 2 checked for a plus or manus 2 degree rotation about its center. 7) Gable requires continuous bottom chard bearing.. 8) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads, 0) ` This miss has been designed for a five land of 20,Opsf on the bottom chord In a6 areas where a rectangle 3-6-0 tell by 2 wide will fit between the bottom chord and any other members. 0 10)Provide mechanical otInnection(layothers) oftruss to bearing plate capable of withstanding 100 1b upfift atjoint(s) 1,3ex (jt --ib) breaks including heele Member fixity used in the analysis and design of this truss, 11) Semi-rigid pitchend was *” a s 56 y ONA .* 1 w 1. 1 MITIMEN M, mum 4 30 ; 2x4 ll 3x4 .:- WARNING • V00Y dads. 0640 NOTES ON THIS ANN WCLVOEV 69MK REFERENCE PANE T# $ mv, TAUMTS BEFORE USE Plate , eels ���v�- C2 n � ago -x -a1 Deugn veold for use only Win AXTeoirconnectom This design #s bssW or* upon porarneOmshown, and is for tett indivicivoi building corrponent not LOADINGµ(pst) � SPACING- 2-0-0 � mCS! mm�ry � Ft , in (too) Ildett Lid � SLATES Gtr TCLL 30.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) nta n/a 999 (Roof anew -30.0) 1 MT20 1691123 Lumber DOL 1.15 BC 0.15 Vert(TL) rue nia 999 TCOL 10.0 fBabBicar . strx d , evec#ie crrnd ixca at ?r cyBBd cyst t .1%50-a4 .Coax Pep Stress lncr YES 0.10 Horz(TL) 0.00 3 n1a nie BCLL 0.0 Cads 1RC2012fTP12007 I (Matrix) Weight: 30 lb FT = 9 $ rw LUMBER- BRACING - TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF NoA&Btr or 2x4 SPF 1650E 1.5E TOP CHORD Structural wood sheathing directly applied or 6.0-0 Oc, puffins. BOT CHORD 2x4 OF 1800E 1.6E or 2x4 OF No.1&Btr or 2x4 SPF 1650E 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF -a Stud MiTek recommends that Stabilizers and required cross braang be installed during truss erection, in accordance with Stabilizer REACTIONS. (lb/size) 1=200111-9-5,3=200111-9-5,4=543111-9-5 Max Horz 1=-20(LC 13) Max Uplift 1=-49(LC 6), 3=-51(LC 11), 4=-70(LC 6) Max Grav 1=211(LC 14), 3=211(LC 15), 4=543(LC 1) FORCES. (lb) -Max. Comp./Max, Ten, -All forces 250 (lb) or less except when shown. BS 2-4=-3971125 NOTES - 1) tMind: ASCE 7-10; Vuft=145mph (3 -second gust) V(1RC2012)=115mph; TCDL=6.0psf; BCDL=6.Opsf; h=25ft,- Cat. ll; Exp C; enclosed; Mtfr11FRS (envetopeL cantilever left and right expo ; end vedicat left and right expo ,; Lumber DOL=1.33 plate grip DOL =7.33 2) TOLL: ASCE 7-10; Pf--30.0 psi (flat roof snow)„ Category ll Exp C; Fully Exp.; ct=1.1 3) Unbalanced snow loads have been considered for this design.. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10„0 psf bottom chord live load noncorsourrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ib uplift at joint(s) 1, 3, 4. 8) 'Seryti-rigid pdchbreaksincluding bade Member end ft in the analysis and design of this tniss. q y tp y„.i Ll 766 1Tl yV WARNING • V00Y dads. 0640 NOTES ON THIS ANN WCLVOEV 69MK REFERENCE PANE T# $ mv, TAUMTS BEFORE USE Deugn veold for use only Win AXTeoirconnectom This design #s bssW or* upon porarneOmshown, and is for tett indivicivoi building corrponent not v truss system Before use, the bLddmg deugrw met verity the opplicoblify of design pawneters ond properfie he es#e fads design into the overa °” bnzc at dad" tor' ohaseo£ esrdy. A f etro2 k»` brxbCiing de�psc. as to � rnaireaied event g Gi i5 BP.4 tCN' s# tX CAi'rCd f0 raaCV@ni C 1Rt7 9FR(f the ylfS �" fBabBicar . strx d , evec#ie crrnd ixca at ?r cyBBd cyst t .1%50-a4 .Coax 7771 tro, $ rw 3x4 e 7 6 3$4 Z. 2�4 Usw: 2x4 G LOADING DEFLin (lot) lidell ltd TC 0,40 TOLL SC 0,19 Vert(TL) n/a nde 999 ti ! ) Plate Grip DOL 115f TCDL 10.0 BOLL 00 R Stress Incr YES •i_ CSl. DEFLin (lot) lidell ltd TC 0,40 Vert(L) rile - his 999 SC 0,19 Vert(TL) n/a nde 999 WB OAS Horz(TL) Ot 00 6 We n/a (Matrix) CHORDLUMBER- OF Sif R or 2x4: SPF 165OF 1,5E S0 RD 0 t OTHERS 2x4 SPF -S Stud Weight: 62 3b FT = 9% BRACING - *i Rigid iiiR ei #applied R recommendsMiTek :i required cross, bradng installedbe i. in accordance with Stabilizer R REACTI •beatings i MaxUpfift All uplift100 lb or at o except MaxGrav All reactions 250 lb or less atfoml(s) 1, 5, 7 except 8=700(LC 14). 6=700(21 FORCES. CompJMax. Ali forces 250 except R. WEBS 2-8=-5581214, 4-6-568/214 MWFRS (envelope) -, cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1 .33 plate grip DOL=1 33 2) TCLL� ASCE 7-10; Pf=30.0 ps((flat roof snow); Category ll� Exp, C; Fully Exp,; Ct=l,l Unbalanced snow toads have R".... considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads, fit between the l chord and any other Provide i, :f.mechanical connection i .otherQ of truss to been w... cpv—able of withstanding 100 to utiftexcept ' «# pitchbreaks including:... ... w... f.0 i Uty model used in the analysis and design of WA wasREAD MOUS ON'MS AMU L.. GNFA i4P?r I&SIMSSEFORE USE, Uesegn volid rat vse a* veth WeW Connecters. This design K pored netaM is for an indhidual bAdkV 001OPOrent, nat is truss system. before use the designer must Verify the oPpICObility of iers ono pe site y incorp orte the deAgn infix the 0VWO0 building design. li "ted is to prevent bucking of hdmdud haus web and/oN chord rnemben Only, Add@ionat t ory and permanent bra'ng is atways rep ' Nord `ty and to prevent c :se vAh end ly e.. Par g... reg the tabik-, kim storage, d.eRviny, erection and !racing of trusses and busssysterns, see ANi D 4 component Solely to o Truss Plate ute 218 N. Lee Street, Berme 3i 2, A VA 1 A, 4X4 = 4 04 �Z mom LOADING (psfl SPACING- 2-0-0 CS1. DEFL. in (loc) Wall Ud TCLL I 30 Plate Grip DOL 115 TC 0,76 Vert(LL) rt(LL) n1a n/s 999 (Rool'Snow--3 ..60 TCDL 10,0 Lumber DOL ills ac 034 1 Vert(TL) n/a nis 999 Rep Stress mor YES 01 WB 6 Horz(TL) 0,00 3 his me BCLL 0.0 . Code IRC2012frPI2007 (Matti.) OTHERS 2x4 SPF -S Stud REACTIONS. (lb/size) 1=307076-9-6,3=306116-9-5,4=831/16-9-5 Max Horz 1=30(LC 12) Max Upliftl--74(LC 6),3-78(LC 11), 4=106(1-C 6) Max Grav I =330(LC 14), 3=330(LC 45), 4=831 (LC 1) FORCES. (to) - Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown, WESS 2-4=-608/191 PLATES GRIP MT20 169/123 MT20HS 127/93 Weight: 4416 -1--.11-1 ---- ------ . ...... FT - 9% µt ORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer NOTES- t-Yemf: Anael!-F--14; MWFRS (envelope)� cantilever left and right exposed � end verfical left and fight exposed, Lumber UOL=1,33 plate grip DOL�l 33 2) TOLL ASCE 7-10; Pf=30,0 psf (flat roof snow); Category 11: Exp C; Fully Exp,; Ct=1 A 3) Unbalanced snow loads have been considered for this design. 4) AN plates are MT20 plates unless otherwise indicated. 5) Gable requires continuous bottom chord beamlg 6) This truss has been designed for a 10O par bottom chord live load nonconcurrent vAth any other live loads. 0 2-0-0 wide will M 6 6 4<" /ON M - cum 4 3A W It 3x4 LOADING r, # -0 TOLL rr CSL Plate Grip DOL is (Roofa # TO 027 ,14 • r rLumber # T r# Stress I= YES WB r Code IRC2012/TP12007 ► r# (Matrix) LUMBER- TOPCHORD 2x4DFl8OOFl,6Eot2,x4DFNo,I&Btror2x4SPF1650FI.SE O •Rr#r r * r • . s OEFL. in (loo) lldeft Lid PLATES GRIP Vert(LL) We nfa 999 MT20 1691123 Vett( L) nla - We 999 Norz(TL) 0.00 3 n/a We F Weight. 29 lb FT = 9% BRACING- TOPCHORD Structural wood sheathing directlyr BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, MiTek recommends that Stabilizers and required cross bredRg be installedd Max Harz 1=-19(LC 11) Max Upiitt1=-47(LC 6), 3=-49(LC 11), 4=-97(LC 6) Max Orav 1=204(LC 14), 3=204(LC 15), 4=524(LC 1) FORCES, (ib) _ Max. Comp./Max, Ten. m All farces 250 (lb) or teas except when shown. BS 2.4=_3831120 NOTES - 1) WndASCE 7-10; Vutt=145mph (3 -second gust) V(1RC2012)-115mph; TCDD=6.Opsf; BCDL-6.Opsf; h=25ft, Cat. 11, Exp C enclosed; MWFRS (envelope)', cantilever left and right exposed; end vertical inti and tight ex ed, Lumber L0,33 plate grip DOL -1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category ti; Exp C, Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other lave leads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by -0.0 wide will fat between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing pirate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 8) "Semi-rigid pitchbreaks including heels' Member end in the analysis and design of this truss, o r*;0N At a lvv e -e a I v' m aGi,_cr "' Im-0 nowI ' (DZ C) Wra [n ,40 Go a 0 ; (D o >00 > �a ��� � i�C � � Ci�� CSS • il�fl -0 M Z °E 0 a � cz 1a ID 10) so w CL,2,D it CL 0 6 :3 0 5q � 0. > to �' � t o i 8, p w 05-0=OL :kom czm o- (D°tD Z7 z oc cr. a 2 (0) ° cadeia ,4 to ° �a" 0(0— 0 ro sa 2. 0 C, o 0_ ' •-- t tai C7' • � f")' £ 0 00 v 5,07 3 ' Ll : K Cid G9 M C s w iq m v 6a' 3 (A uta e� _ o 0 �" 0 00 C �-e C i ` Z, !'@ ice# tm p c sn i Gi ^(, 4 0 n C<r z ! Q M CZ t o cr #iacr > cD • <mr+ raro A `i W2-7 0 CD ffs cin t✓a 76z M woo GLS M tib wg�013-0 � Gn gj ern M CL lot mr.(A i A {3 C7'j5 iii OD0 r W34 i TOP CHORD CL CJ? C? 4 i C7 W CO "^3 O.. Vx Rw r E a mtcm_7 , croto €aa ._a CCC?) c 0 pt`p ta�a n z {m o e teaa t ai11 c10,n1 ' ° a x`90- - �—a c—%(.D �LZ v ° o < m a,mu4O';� 9 {D 0 —311 �3 5.0-0 to —05 0a Mc tiI m� 0. -c5 c Qm0 t0i n 3, c tx c0 roa°c r.«t s + {{ era a Gs a c ro a ea w to o " Q— 9 n so ' " p - 9 � p MM 5 5, �• � � C �. m. Q t} �. 41 �� 9 0 1 R6; " �` � 0'0 Ct fG G p 2 i{3 Cr Q m a ca. ca 0 - 0-5o a ea tz• °• ca _. c C n on �. n G) ia: as m CL ea ca a " ro tx 2 n 00 ca R m �� a �� �� o-! :a �a Za c� � �� cr �� � �� c. 0 c O � n 23 ,. c, cn q ca tea, ..� Cs --� 3afc ; t 00 0 c � � ° "� �. �� 0 5` 0 � 0� "00 0 �? ea ra ea i C I o Via. Cc � � � � 0 C � �_ � M m � ca 0 � � L � 6— c a3 Cit c ::� 0s ,a Nl(,,KY'S WINDOW& DOOR SUPPLY 4420 ALLISON STREE'r UINITA WHEATRIDGE. CO 80033-3326 Phone 720-287-4018 Ell A ')0'7 A I. '7'� . - v0V QtJOTE - QT005400 k)b-NiL Anna Merrick ffidh'mr. (Business Address) Cash Sale Line Qty Description Each Total 1 4 'ill SLIDER 155.82 623!28 WindowSizin& WINFROSERIE,S WEMMIMM (*,ration: Color Glass Opfions: MEMMMM WINPRO SERIES NFD NI FWIIYII+=26 NET HEIGHF=31 SO Will' Ek.'LOW-E ARGON * 3 1/4" NAIL IIN RIP FIN CAM L0F.K U-VALUD-443 FICC -03 VI.,T=056 STC=26 Bid By: Ver 7,01,0195 Page I of 3 1.35.68 271.36 Bid Date& 2,123,12016 NFD Fr NLTHEIGIVU-31 ern:' Fi,r,,,7F X() (Wor WWI' Glass Options: EC LOW -E. ARGON Frame Optmns; * 3 )14' NAIL FIN RIP FIN I iardware, OpAs: CAM LOCK Perform, Data: U-VAIJJE43 42 SHGC-40 STC=26 InVD WEMMIMM (*,ration: Color Glass Opfions: MEMMMM WINPRO SERIES NFD NI FWIIYII+=26 NET HEIGHF=31 SO Will' Ek.'LOW-E ARGON * 3 1/4" NAIL IIN RIP FIN CAM L0F.K U-VALUD-443 FICC -03 VI.,T=056 STC=26 Bid By: Ver 7,01,0195 Page I of 3 1.35.68 271.36 Bid Date& 2,123,12016 Nit" 'S WINDOW At DOOR SUPPLY QUOTE -Q'1 [aid 1s ar°cra Cash Sale Anna Merrick Line Qty 1 e8cription Each Total 3 1 9100 -SLIDER 184.97 184,97 3 9100 -SLIDER mmu� 0 Nwriltiow color" Glass Options, NEMMMM WINPRO St"IRIES NFD LSI' FWIDTH=58 NF,THEIGFFF=-3I X0 wur EV LOW -E ARGON * 3 1/4" NAIL FIN RIP IN C.A.M LOCK U-VAI,LJF'----03 SfJGCv-0,3 Vi, -,r=0.56 S`FC-=2)6 Window Sizing: WINPRO SERIF. -,S Window Sizing: WI PRO SERIES NFD NFD NEFIVILY114--60 NF-,TW1fYrIF7---3I ------------- ------- Openniom Operation: NF.`,'IJIER3Ff1'=W5 X0 is IFF (7,01or: WHT ARGON Glass Options: EC LOW -E RIP FIN ARGON CAM LOCK Frame Options: * 3 1/4" NAIL FIN S11GC=0 3 RIP FIN 31 Hard%vare Opts: CAM LOCK Perfonn. Data: C3 -VAI U&0.3 SIJGC 4.0 Vl,'I'-xo 56 SFC` -2 2 910 SLI Window Sizing: WI PRO SERIES 117J3 351,39 152.64 30528 [lid By Ver 7,01,0195 Page 2 of 3 Bid Gates!. 2,123/21016 NFD NEFIVILY114--60 NI" -I' H EIGHT=21 3 ------------- ------- Openniom X0 Cofor, is IFF Glass Options: EC LOW -E ARGON Frame Opfions: 3 1/4" NAIL FIN RIP FIN Hardware Opts: CAM LOCK Perform, Data: U-VAIUE=03 S11GC=0 3 VL'F--=),56 STC=26 117J3 351,39 152.64 30528 [lid By Ver 7,01,0195 Page 2 of 3 Bid Gates!. 2,123/21016 NICKY'S WINDOW & DOOR SUPPLY QUOTE - QT005400 13113 Ob h4flut, Cash Sale Anna Merrick ----------- Line Qty Description EachTotal 6 3 9700 -PATIO DOOR 540.02 1,620,06 Window Sizing- 6068 Op -oration: X0 Color VVHT Glass Optiow l""C TEmp Fr,mTtc (Jptioim * sm NAIL FIN misc, Options: EQS Iserfonn, Data: U -VALUE -433 SHGO-0,31 VI.T-4158 STC=29 Total Material + Labor + Delivery + 7.5% Tax: Sub Total 3,35634 0,00 OX)o 251,73 3.608.07 Bid By Ver 7,01,0195 Page 3 of 3 Less Deposit 000 Balance Due: $3,608.07 Bid Bated: 2/23/2016 MITek USA, Inc. The truss drawing(s) referenced below have been prepared by MiTek USA, Inc:, under my direct supervision based on the parameters provided by BMC West -Fort Lupton, CO. Pages or sheets covered by this seal: 846619299 thrix 8466193309 My license renewal date for the state of Colorado is October')], 201T Lumber design values are, in accordance with ANSI/1-Pl I section 6.3 These truss designs rely on lumber values established by others, cfp,-, ND 0 1 it, 0 < PE 4-67 6 6 MCI 0 0 444 Ar February 23,2016 Hernandez, Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown, The suitability and use of this component for any particular building is the responsibility of the building designer, per Ali SIT 1. M 7x12 MT1 SH 110 3X41) 3X6 if 3x10 0 N M L K j I 2332Z��_ LOADING (psf) SPACING- 2-0-0 CSI' TOLL 30.0 Plate Grip DOL 115 TC 0.49 (Roof Snow=30.0) Lumber DOL 115 BC 0.22 TCDL 10.0 Rep Stress Incr YES WB 1,00 BCLL 00 Code IRC20121TPi2007 (matrix) BCDL 10'0 --- — ----- - LUMBER- TOPCHORD 2x4 OF 1800F 1,6E or 2x4 OF No, I&Btr or 2x4 SPF 1650F 1,6E BOT CHORD 2x4 OF 1800F 3,6E or 2x4 OF No, I&Btr or 2x4 SPF 1650F 1,5E VAESS 2x4 SPF -S Stud OTHERS 2x4 SPF --S Stud SUDER Left 2x6 SPF 1650F 1,5E 3-0.6, Right 2x6 SPF 1650F 4.5E 3-0-6 7x10 12XI2 I s DEFL, in (too) Well Ltd PLATES GRIP Vert(LL) -0,03 P >999 240 MT20 169/123 Vert(TL) -0.07 CAP >999 180 MT18H 1691123 Horz(TL) -0,01 B n/a n/a Weight: 128 in FT = 9% BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOTCHORD d ceiling directly applied or 10-0-0 oc bracing, Weir recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer atron ---- REACTIONS. All bearings 11-1-0 except at=length) B=0-3-8, (to) - Max Hort 0=78(LC 10) Max Uplift Ali uplift 100 to or less at joints) N, L, J except H=-104(LC 7), B=-247(LC 6), 0-176(LC 6), K=-119(LC 11) Max Grav Ali reactions 250 to or less atjoint(s) M, L, J, I except H=276(LC 1), H=276(LC 1), B=709(LC 0=1196(LC 15), K=439(LC 16) NOTES - 1) Wind: ASCE 7.10; VuR=146mph (3 -second gust) V(IRC2012)-115mpm TCDL=6,Opsf: BCDL--60psf; fi=25ft� Cat, 11; Exp C; enclosed; MVVFRS lenvelope)� cantileverieft and rightexposed; end verticalleftand right exposed; LumberDOL=1.33 plategrip DOL=1,33 2) Truss designed for wfld loads in the plane of the truss only For studs exposed to wrid (normal to the few), see Standard Industry Gable End DetWis as applicable, or consult qualified building designer as per ANSJfTPl I. 3) TCLL� ASCE 7-10; Pf--30,0 psf (flat red snow); Category, fi� UP ClFully Exp,� Ct=IA 4) Unbalanced snow toads have been considered for this design 5) This truss has been designed for greater of nen rod live load of 16,0 psf or 1.00 emes ft "tof toad of 3&0 pal on overhangs non -,concurrent taith other five loads. 6) AN plates are MT2D plates unkw othermse indicated. 7) AN plates we 2x4 MT20 ralless othemse indroaterL 8) Gable studs spaced at 1-" oc, 9) This truss has been designed for a 10.0 pst bottom chord live load nonconcunent with any other five loads 19 A WAMVING- WMV.Wy. pw�. ad READ NOTES ON TWS AND mv NICLUDEV WzEK REFERMCE PAGE W7473 . 140=015SEFOREUSE De,�gn vc#d for use o*vAlh WeMcorinecfm, This desktxn r, bwed only wan rocrarnefen shown, orad b for an 3ndividvd tcAding component, out a truss system, Before use. the bukPng desugn& rm)it vp* ftw appArctiMp at destgn perorneten, md r4opedy ticwpcxcyfe "*, hedge 490 Ow owfoll bukAngdesign- bre ceol indtcated h to prevent bucWg of *<tMdvx frun aeeta carol/c, cbtwd rnemkews only, Add4orml tenVKxaty and peirnontM kwacing is arways recuse d fix sictAty and to rwm*nj coitheee Mr, pon*Ae pa� WJuvy and p"*eriy dornare for generd riuklance mgmcling the fat-Acation, stcoarre. deW&y, etectkxi and bracyng of humes ond b— syst— — ANW auvair caieft, DS&41 and KW g Comparverd Safety lakmwRon avoilable from Tnns Plate We tote, 2 n N. Lee Slltvt, Suite 3tZ Atexmidiki, VA,rzN,l, MSEM I 11-5-4 17-1-14 ----------- -------------- -4 5-8-10 Scale - 1:40.8 ll� SX6 LOADING (psf) SPACING- 2-0-0 CSI. TOLL 30.0 z Plate Grip DOL 1.15 TC 0.49 (Roof Snaw=30,O) Lumber DOL 1,15 BC 0.21 TCDL %0 Rep Stress mrr YES WE 1,00 BCLL 0,0 Code IRC2012,tTP12007 (Matrix) LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 OF No. I &Bit or 2x4 SPF 1650F 1,5E *Except' E -H, 2x4 SPF 2100F 1,8E BOT CHORD 2x4 OF 1800E 1,6E or 2x4 OF No,I&Btr or 2x4 SPF 1650F 1,5E WEBS 2x4 SPF -S Stud SLIDER Left 2x6 SPF 165OF 2.5E 3-0-6, Right 2x6 SPF 165OF 1.5E 3-0-6 2X4 DEFL. in (too) Vast Lld PLATES GRIP Vert(LL) -0.03 K >999 240 MT20 1691123 Vert(TL) -0,07 J -K >999 180 Horz(TL) -0.01 B nta me Weight: 95 to FT = 9% BRACING- TOPCHORDStructural wood sheathing directly applied or 6-0-0 cc purths. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. quired cross bracing be installed during truss erection, in accordance with Stabilizer I nat'a . .. .... -- ... . ..... ............. . . ll ...... - ------- ------... ------ - I Max Horz J=78(LC 10) 1 Max Uplift H=-114(LC 11), B-246(LC 6), J=-173(LC 6) ", Max Grav H=444( -C 16), B=692(LC 95). J=1 399(LC 1) FORCES. (to) - Max. Comp,/Max, Ten, - All forces 260 (to) or less except when shown. TOP CHORD B -C=-7211171, C -D=-5571187, E -L=01370, E -F=0/440, F -G=-459/189, G-11 -5951170 BOT CHORD B- =-911569, J -K=-911569, I -J=-101/491, H -i=-101/491 rt77 Greenback Lane WEBS E -J=-6381117, F -J-917/229, D -J=-899/214, D -K=01256 NOTES - 1) Wind: ASCE 7-10; Vu#=145mph (3 -second gust) V(IRC2012)=115mph; TCDL=6,Gpsf; BCDL=6.Opsf; h=2513; Cat, Il; Exp C: enclosed; MWFRS (envelope); cantilever left and light exposed: end vertical left and right exposed; Lumber DOL=1,33 plate grip DOL=1,33 2) TCLL; ASCE 7-10', Pf=30.0 pid (flat roof snow): Category 11; Exp C; Fully Exp,: Ct=l,l 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30,0 psf on overhangs non -concurrent with of live kzsds, 5) This truss has been designed for a 10,0 psf bottom chord thm load nonconcufferd with any other bve leads, Uc& 6) 'This truss has been designed for a Use load of 20.0pgf on the bottom chord in a# anoes where a rectangle 3-6-0 tell by 2-0-0 wide fit bottom 9,NDO will between the chord and any other members, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except (It4b) H=1144 B=246, J=171 8) This truss is designed in accordance with the 2012 International Residential Code sections 8502A I. I and R802. 102 and referenced standard ANSVTPl 1, "Sem in design this truss, 66 9) -rigid pitchbreaks including heels" Member end fixity model was used the arraysis and of rTj 4 LOAD CASE(S) Standard CC ON A, IMME319M A WARAIDW. Vwdyd"sprpwwrwft,%.PdREA0NuTEe ON MS AND INCLAIDEPAMW i? 'PA W7473MV, 10MOISSERW USE 1 connon. Ilia des�gnh bomol cx* upon porunw.Seen. co,�n, aW is for w GmdMdualicvkfing cornponemi, not Design YAd can torr onN, h Ml kid ed ", a imn system, setae use, the bulklor; desol" muO vewy the app6cob#ty of dessin prornrfen and property 'necspontle ttA deux into the, overtb ssftng cknign. Smovor hdicated ss to phvent bucking of kuiNkiud trvww,,�a and/or chord rnwrkmts o*. Adclrikcr�d ternpcxav and pennoneM t4ocrg ax 3tways reT,*ed for OcitAty and to prevent coliapse w0h In xskAe pe fson<A ", and Wapedy danxeSe. fax geowA rtuicxxxv regmtfing #h,-, raixication'Moroge, dehrery, erftlkx, and bradng of twmn and buts syste-, - ANSIAP11 avidly Ca a> DS849 and SCC guiding Cotnpaqweni rt77 Greenback Lane Safety Inforinatton oya4aktie firom Tma, RlWe lmfirule, 218 N, Lee Street Wfre 31Z Akmandfin, VA 27, It 4, 846619301 i5 -C7:390 803 cifmmon �10 -- - - -- ----- 7,640 a Sep 29 2015 MiTak tnftstfts, Int, Mon Feb 22 1322:60 2016 Page I I 2-2-0 5-8-10 Im em, 90111111 so I --- .. . . .... -------- ----- LOADING (pit) SPACING- 2-0-0 CSL DEFL, in (too) Udell Lid PLATES GRIP TCLL 30.0 Plate Grip DOL is TC 0.73 Vert(LL) -0.12 10-11 >999 24 120 169/123 (Roof Snow 30.0} I I 0 IV Lumber DOL 115 BC OA3 VerdTL) -0,27 10-11 >999 180 TCDL 10.0 Rep Stress ince, YES WB 0.61 Horz(TL) 0.08 8 n1a n1a BOLL 0,0 - ; Code IRC2012ITP12007 (Matrix) Weight 98 to FT = 9% ...... . ... ------ ...... .... -- ----- LUMISER- BRACING- TOP CHORD 2x4 OF 1800F 1,6E or 2x4 OF No. I &Btr or 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 2-11-15 Go purlins, BOT CHORD 2x4 DF 180OF 1,6E or 2x4 DF No. I &Fdr or 2x4 SPF 165OF 1,5E BOT CHORD Rigid ceiling directly applied or 10-0-0 ou bracing. _7 WEBS 2x4 SRF -S Stud MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SPF 1650F 1.5E 3-0-6, Right 2x6 SPF 1650F 1,5E 3-0-6 be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ibisize) 8=1136/0-5-8,2=132510-5-8 Max Harz 2=78(LC 10) Max Uplift8=203(1_C 7), 2=-328(LC 6) FORCES. (to) -Max, Comp,/Max. Ten. -All forces 250 (ib) or less except when shown, TOP CHORD 2-3=-21841334,3-4--20961366, 4-12=-1653129 0. 5-12=-1653/312,6-6=-1668/303, 6-7=-21391397, 7-8=-22421376 BOT CHORD 2-11=-310/1924, 1D-11=-310/1924,9-10=-29111973,8-9=-291/1973 WEBS 5-10=-371513, 6-10=-644M97,4-10567/181 NOTES- 1) Wind: ASCE 7-10; VuJh:146mph (3 -second gust) V(IRC2012)=115mph; TCDL=6.Opsf; BCDL=6,0pst ln=2511; Cat, It; Exp C; enclosed: MWFRS (envelope): cantilever left and fight exposed < end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30,0 pat (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1, I 3) Unbalanced snow loads have been considered for this design, 4) This truss has been designed for greater of min roof live load of 1&0 Dal or 1,00 times flat roof load of 30,0 psi on overhangs non -concurrent with other live loads, 5) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 af'de will fit between the bottom chordand any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joints) except (#4b) 8=203, 2=32& 8) "Semi-rigid pitchbreaks including heels" Member end fixity modell was used in the analysis and design of this truss, E)766 M AV, ONAL, t WARNING- Vedity dalion petwMiers sod READNOTES ON THIS AND INCLUDED AIMEX WFEREXCE PAGE W7473 mv. IAOMO15 BEFORE USE, I DesrC;n vaNd fres use or*­Mfh rx1eklA cornectom, Tha dei4rin is based ontr kw,*n potarneten showr, and k for an hcIvidud buildinn cors nnent, not a km system, befixe t*e, 0w building destrinef rt"t very the cipgetcon4ty of dveign pmrrm fen and propedy ercorperom #* de*,m kft the ovemil twfklkagckwign, AddshonA tormy and pchmanent bra(*V vs caays Fx stub4n, cased fa prevent colM- w0h poublee perwrxA k*wy and propatty ckvnaW_ For genwd fpkkxx�e regicodong the. ANSMI QmaltyCiffinfo, OSS -89 and SCIRSuldim; Campo"et 7777 Greenbwk Larm sawtyinfomauon avaiink,* from 7rus.3 Plate tn0dute, 2643 K Lee Sheet, Stete 312, AWxcvx*k%, VA 2,73L 4, sudw 109 15-117390 8MC WEST TRUSS AND RM Supported Gable Rom IT 12 3XIO 4` 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 ------------ - ---- ----- --------- . ........ . . ------------ .......... ........ LOADING TCLL 30,0 SPACING- 2-0-0 CS1, Plate Grip DOL 1,15 (Roof Snow=30,O) TC 028 Lumber SOL 1,15 TCL 10.0 BC 0,03 BCLL 0,0 Rep Stress Incr YES WB 0,07 Code IRC20121TP12007 (Matrix) ------------- LUMBER- TOPCHORD 2x4DF180OF1.6Eot2x4DFNo,I&Btror2x4SPF l65OFl,5E BOTCHORD 2x4DFl800Fl.6Eor2x4DFNo, I&Btror2x4SPF 165OF1,5E WEBS 2x4 SPF -S Stud OTHERS 2x4 SPF -S Stud SLIDER Left 2x6 SPF 165OF 1 .SE 1-7-12 DEFL. in (foe) Well Ud PLATES GRIP Vert(LL) 0,01 1 n/r 120 MT20 169/123 Vert(TL) -0.01 I Nr 90 Horz(TL) 0.00 20 n1a me Weight 107 to FT - 9% BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 Do puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 Do bracing. REACTIONS. All bearings 22-10-8, {Ib) - Max Harz 2=80(LC 10) Max Uplift All uplift 100 lb or less at joinus) 20, 29, 30, 31, 32, 33, 34, 35, 27, 26, 25, 24, 23, 22, 21 except 2-174(-0 6) Max Grav All reactions 250 lb or less at joint(s) 20, 28, 29, 30, 31, 32, 33, 34, 35, 27, 26, 25, 24, 23, 22, 21 except 2=374(LC 1) NOTES - 1) Ain& ASCE 7-10; Vult=145mph (3 -second gust) V(IRC2012)=115mph� TCDL=6,Opsf; BCDL=6.Opsf: h-25ft; CaL fi� Exp C� endosed� MWFRS (envelope); cantilever left and right exposed : end vertical left and tight exposed� Lumber DOL=1.33 plate grip DOL=l 33 2) Truss designed for dl a. ,ed to vyind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPl I 3) TCLL: ASCE 7-10; Pf=30,0 pet (flat roof snow); Category ll� Exp C� Fully Exp.; Ct=l, 1 4) Unbalanced snow loads have been considered for this design, 5) This truss has been designed for greater of min roof live load of 16.0 Pat or 1,00 times flat roof load of 30,0 psf on overhangs non -concurrent with other five toads. 6) All plates are 20 MT20 unless othentrise indicated, 7) Gable requires continuous bottom chord beading. 8) Gable studs spaced at 1-4-0 oc, 9) This truss has been designed for a 10,0 psf bottom chord live load norconcurreat vAth any other live loads, p MA1. A WAAWNG^ 1614firdessinparNMOOM andREAD NOTES 0* 11#5 AND IMMOVEDAVISKAEFEWNCE PAGE 7473 ,w, 10MMIS WOREUSE. De. gn valid Rd use oNVMth Wenk cmrw0co. Tho ricsign r bized (x* upon porarneters n,�ovvrn, and a for an iridiAdval bulkiing corr4>onent, riot as frua system. Before, use, the, bukJing deOgne a must wnov "V onopootAfy rrfdesanleten and W hcouporah, 0* desify, into the overal bugdingdeytqm firochrikoled is to prPvrrvt buckling of sndtodud tam ­rb onrVor C*wd nuar*>M orgy, A"Wrond lernpomoy, sand F-wnwrnent bracing iS always re<erked kv itab6ty and to prevent cc4apre Wib po&> rwwnd k*vy mid twopffs, dorrorge, For gwwak qtkimce reno Ow ARM/041 Quality coo", OS"t and ICU guiding Compa"ent Safety InformaSon awArtlok. farm Truss Prote Insfitute, 218 K Lee Weer SON--, 312, AlexoncIfia, VA ZX3t 4, IYY I ____ .. ........ .07 0,4 -­-----_A'3r+0 ........ .. -- - ------- - _26_41&_'__� 2-2-0 6-84 6-8-4 6-8-4 6-8-4 1- 2-2-0 ' 5x8 M LOADING (ps� SPACING- 2-0-0 TCLL 30,0 Plate (Roof Snow --30,O) Grip DOL 1,15 TCDL 10,0 Lumber DOL 1,16 BCLL 0,0 Rep Stress four YES Code IRC2012fTP12007 9� CSI. DEFL. in (loc) I/def! Lot TC 0,82 Vert(LL) 0.2511«12 >999 240 BC 0.65 Vert(TL) -0 55 11-12 >587 180 WB 0.40 1 Horz(TL) 0,15 8 n/a n1a (matrix) LUMBER - TOP CHORD 2X4 SPF 2100F' 1,8E BOT CHORD 2x4DFl8OOFl,6Eor2x4DFNo,I&Btror2x4SPF 165OFl,5E WEBS 2x4 SPF -S Stud SLIDER Left 2x4 SPF -S Stud 3-4-13, Right 2x4 SPF- S Stud 3-4-13 X AZEACTIONS, (lb/size) 2=1511/0-3-8, 8=1511/0-3-8 Max Horz 2=-65(LC 13) Max Uplift 2=-358(LC 6), 8-358(LC 7) PLATES GRIP MT20 169/123 Weight: 100 to FT = 9% BRACING- TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 9-4-6 oc bracing. WEBS I Row at miopi 6-11,4-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer ... .... .... ... .. ....... .... FORCE& (lb) -Max. Cornp./Max, Ten. -All forces 250 (lb) or less except when shown, TOPCHORD 2-3-34101520, 3-13�3319/538, 4-13�3265/541, 4-5=-2541/401, 5-6�2541/4 6.14-3265/541, 7-14=-33191539,7-8�3410/521 BOTCHORD 2-12=-506/3175,11-12-506/3175,10-1,1--443/3175, 8-10=-44313175 WEBS 5-11=-141627,6-11-10291256,6-10=01259, 4-11=-1029/266,4-12=0/259 NOTES - 1) Wrot.-I ASCE7-10; Vv.lt=145si*h (3-sec*A4 *L=6.Q0s?�,3CDL--9_QiSsf� h=25ft; Cat, fl� Ex�PC; eA09se4' MWFRS (envelopirqd right exposed d vertical left and right exposed: Lumber DOL=1.33 plate grip DOL=1,33 2) TCLL� ASCE 7-10� Pil=30.0psf(flat roof snow); Category 11; Exp C� Fully Exp.. Ct-1, I 3) Unbalanced snow loads have been considered for this design, 4) This truss has been designed for greater of min roof live load of 20,0 pal or 1 .00 times flat roof load of 30. 0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 pat bodom chord five load nonconcurrent with any other five loads, 8=358, 8) "Serni-figid pitchbreaks including hees"Member end fixity model was used in the an*ws and design of this truss, A WARNING- and RE" NOM ON 7 AND INCLUDEDUMEK REFERENCE PAGE W7470rw, 9 1 BEFORE USE, Desisin voki ftx use only girth Wek* conneckn. This design is based unlit, upon para meters %ho , end's for anediedual bsj&1kV con'Wxrnwo, not a MAs system, Woe use, 1fw b0dec; desigrw must ve* the, asaskobkry of design parurrwshns and propssfy lncopomhs Ovs, dessirin Wo Ox- ave -sot is always axjL*ed kv liabsty sand to rinsvent colursse vvMh povAge pessond k*xy raid pniperty donsage,. Fm general gufticnce regstrdhr; the fabncafim, staroge, de&ery, eseckin and basOng 0 trusses nand tium vvsfend, see Arrall"I okuwy CAeft, OSR-4f and SCSI 9 Component Safety latismalksw avoksbiss imam Trwn Plate Insfiture, 21S K LeeStrtmA, Suite 312 Afsxandrki, VA 2=k 11-3-10 11-3-10 4X4 3X4 8 7 6 3X4 2X4 i P. SX6 z: 2x4 LOADING (psrl SPACING- 2-0-0 CSI. TOLL 30,0 1 Plate Grip DOL 1,15 (Roof Snow --30.0) TO 0.42 Lumber DOL 1,15 TCDL 1000,0 l BC 0.20 Rep Stress Incr YES SCLL iWB O.15 Code iRC2012ITP12007 (Matrix) NOTES - LUMBER - TOP CHORD 2x4DF180OF1.6Eor2x4DFNo,I&Btroar 2x4SPF 166OF1.5E BOT CHORD 2x4DFIBOOFI,6Eor2x4DFNo.I&Btror2x4SPF l65OFl.5E OTHERS 2x4 SPF -S Stud DEFL. in (10c) lidell Ud PLATES GRIP Vert(LL) me 11/8 999 MT20 1691123 VerftTL) rata pla 999 1 Horz(TL) 0,00 5 ins n/a i Weight: 63 lb FT = 91/6 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 so purlins. SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer . ........ . ...... . I REACTIONS, All bearings 22-5-5, (Ib) - Max Herz I =42(LC 10) Max Uplift All uplift 100 lb or Less at joints) 1, 5, 7 except 8=-156(LC 10), 6=-156(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=717(LC 14), 6=717(LC 15) FORCES. (lb) -Max. Comp,/Max, Ten, -All forces 250 {lb) or less except when shown, WEBS 2-8=-571/219, 4-6=-5711219 NOTES - 1) Wridi ASCE 7-10; Vutt=145mph (3 -second gust) V(IRC2012)=11 Smph; TCDL=6,Gpsf; BCDL=6,Opsf; lr=25ft� Cat It Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1,33 2) TCLL: ASCE 7-10; Pf=X0 psi (flat roof snow); Category 11; Exp C; Fully Exp. 1 Ct=l.l 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord beating. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads. 6) * This truss has been designed for a live load of 20,0piff on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members, 7) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except 0=1b) 8=166,6=156. 8) "Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 0 L < 'acv TTEA-6766'.-` i M e Y 0 vre X; ON A A'k WARNING - VWffy&XVffPWWn0*1T a NOTES ON Tars AND MCCUPANTEK REFERENCE PAGE W7471mv. 181*401686FOREM 1*Sign,,*J1tX use cv*wth "Te connectors THa design is based cX* and is not a tress System, Seme use, the bus&np designer must vertu' Ow. oprAcablu, of desem' nr"cm,,eAm, and prop utyhcorpmah, fKN desdgn into trw overall Wldwrg deotin, "bating x%Il ated is F0 prevent buckling of kidMdual fnm vmb mvllm chord mernben only. AddMord ter�xxary and pennment bracing rs 4nays reqL*eel for sioi-Aty and to prevent cogapso, vAth poss0*le penoraA "Ay cmd p", e 4 damage, tcx trememi guidance regarding the ANsham Quelity Caterw, DSSSq and SCSI guiding Compment 7777 Greenback Lam Safetyk*wmallon avakibte frrmtrun Hate hsitlute, MN, Lee Skeet. SuileM, Arempdrk), VA 222u4, t Sufte 109 16.597390 i BV02 Valley BMG WEST TRUSS AND COMPONENTS, FORT LUPTON, 00 90624 8-7-90 MM 5cafe = 2:28.1 4,4 ;,:.4 44 ='- LOADING (loaf) 051. SPACING- 2-0-0 TOLL 30'0 Plate Grip DOL 1.15 (Roof Snow=30.0)TCDL TG 0.80 Lumber DOL 1.15 10.0 j BC 0,36 Rep Stress Incr YES 13.77 BCL Code 1RO20121TP12007 (Mat rs) NOTES - �t 8... M n — LUMBER - TOP CHORD 2x4 DF 1600E 1.6E or 2x4 DF No.O&Btr or 2x4 SPF 1650F 1.5E BOT CHORD 2x4 DF 9800F 9.6E or 2x4 DF No,1Btr or 2x4 SPF 1650E 1.5E OTHERS 2x4 SPF -S Stud FL. in (loo) Itdefl Lid PLATES GRIP Vert(LL) n/a me 999 MT20 169/123 Vert(TL) RPO me 999 MT20HS 927193 Nor (TL) 0.00 3 nfa n1a Weight. 45 to FT = 9% recommendsBRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, BOTCHORD Rigid ceiling directly applied or 10-0-0 cic, bracing. MiTek P. Stabilizers be installed during truss erection, in accordance with Stabilizer REACTIONS. (lb/size) 1=314117-1-5,3=313/17-1-6,4=850/17-1-5 � 4. Max Harz 1=31(LC 10) Max Uplift1=-76(LC 6), 3=-79(LC 11), 4=-109(LC 6) Max Grav 1=338(LC 14), 3=338(LC 15), 4=850(LC 1) ZW FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. � BS 2-4-6221956 � 7777 Gmehbw* Laaae NOTES - �t 8... M n — 1) Wind: ASCE 7-10, Vult=145mph (3 -second gust) V(lRC2012)=115mph: TCDL=6.0psf; BCDL=5,Opsf; h=25f1; Gat. lI; Exp C; enclosed; MWFRS (envelope); cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pt=30,0 lost (flat roof s2row); Category ll; Exp G: Fully Exp.; Ct= 1. i 3) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) The solid section of the plate is required to be placed over the spice line at joirrl(s) 2. 6) Plate(s) at joint(s) 2 checked for a plus or minus 2 degree rotation about its center. 7) Gable requires continuous bottom chord bearing. 8) This truss has been designed for a '10,0 psf bottom chord live load nonconcurrent with any other love loads. 9) * This truss has been designed for a live load of 20,OW on the bottom chord in alf areas where a rectangle tag by 2- wide YA4 fit between the boteifn chord and any other members. 10) Provide connection (Ery ) of truss to posting capable of withstanding 100 Ib upfift at joints() t 3 ex (V -lb) rk mechanical plate a 4=109. '?** ** 7 Q 19) "Semi-rigid pitchbr ks including heels" Member end fixity a in the analysis design of this truss. � r � � * * * * a WAMNO. Wuh, design jemmad. and READ M3 HICLOVED ANTEK RORERENCE PAGE W7473 rev. 140341rfli BEFOREV E. � 4. De,ogn valid for use only Wth MlekO conre:ctm, this design 4 based upon pcvornerem shay m, and h for an y9ciiwraduc4 ba a4a": „ cofv . t not Sa rtv" Syslem fietcre we, for, building des2rfnef F3' at 0.+Y„* the, a ." of deogn :CNA' meters and property incffW`§TtN4yre this desiger Wito The ovenAl Ina^ sg design Brocing indicated at to prevt it bucking of aa+3ii idttaa3 truss ram,b wvlar chord rrsenibma orty, A4dd`slro oh ternpam ay and peyrnment kxaO g ZW is aatmvys fequWed for stavblMy and to prevent ;c xp+e; Mrh rA' rrewr" k*wY and property datnoge. For ger era0 gtidars e moonifng ttse � YaB deolim— rkw age, dekvery, we*c l s i and bracr¢yf o6 Yausses and truss wsterm sire AAfSte MI QuallbrCilteft, DS94t end SCSI *WkWit C yaar.-nf � 7777 Gmehbw* Laaae Sourly" i wham �t 8... M n — 7390 SV03 j Valley WEST TRUSS AND COMPONENTS, FORT LUPTON, CO $0621 OEM 7.640 s Sep 29 2015 M!Tek industotes, inc. Mon Feb 22 49;22 9a 2016 PaeI ID,kkr?MVCECiS+iXOQ9dhLm9zBdkO-uQht,,,VEgsPt—bd9LnOPpu3W4SMlfckKMdzqGP,iYJF ...,...11.11.`...._ .... . . ....... NE� 4 W Z 2x4 is 3x4 Z-' LOADING (pso in (loc) SPACING- 2-0-0 TCLL 30,0 est. Plate Grip DOL 1.15 (Roof Snow=30,9) TC 0,29 Lumber DOL 1.15 TCDL 10.0 BC 0,15 Rep Stress Inor YES BCLL 0,0 WB 0.10 Code IRC20121TP12007 (Matrix) BCDL........ ..... .... . 110 ......... ... . . ...... - ----------- LUMBER- me TOPCHORD 2x4DFISOOFI,6Eor2x4DFNo,l&Btror2x4SPF 165OFl,5E SOT CHORD 2x4DFl8OOFl,6Eor2x4DFNo.I&Btror2x4SPF 166OF1,5E OTHERS 2x4 SPF -S Stud Weight30 fli FT = 9% .... ­_'­'­_"'. . . .... ..... .... ... REACTIONS. (lb/size) 1=200111-9-5,3=200111-9-5,4=543111-�-5 Max Harz 1-20(LC 13) Max Uplift 1=-49(LC 6),3=-5l(LC 11), 4=-70(LC 6) Max Grav 1-21 I(LC 14),3=21 I(LC 15), 4=543(LC 1) FORCES. (to) -Max. Comp,/Max. Ten, -All forces 250 (lb) or less except when shown. WEBS 2-4-397/125 I DEFL in (loc) I/deft Lid PLATES GRIP Vert(LL) n/a We 999 MT20 1691123 Vert(TL) We TIN 999 Horz(TL) O.00 3 We me . ............ Weight30 fli FT = 9% .... ­_'­'­_"'. . . .... ..... .... ... BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 on pudins, SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, ---------- MiTek recommends tbat Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer .... . . ............... -------- V[01114.� MWFRS (envetopel; cantilever left and right exposed � end vertical left and right exposed� Lumber DOL=1,33 plate grip DOL=l 33 2) TCLL� ASCE 7-10; Pf=30,0 psf (flat roof snow): Category H: Exit C; Fully Exp,; Ct=l 1 3) Unbalanced snow loads have «.... considered for this design, 4) Gable requires continuous bottom Chord hearing, 5) This truss has been designed for a %0 psf bottom chord live load nonconcurrent with any other live loads, be -"n Efizitne"r fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) oftruss to hearing plate capable ofwithstanding 100 lb uplift atjoint(s) 1, 3, 4 8) 'Sem-rigid pitchbrealins including heels' Member end thirty model was used no the ancilysis and design of this truss 90�� A kVA. Am - V*1*V *3411, jowattrobta &W READ NOTES ON TINS AND WWDEV AWTEK ft7EMNCE PAGE W74OT roo P093*015 BEFORE VSE. Dvsr�gn vald fm use only win NUTek* connectoo, 1h4 deNkin n bawd Lnin vpon paanwtea 0aoon.sand i; be an inc*Aduct€ b&4dhg ctwtoanent, not a truss syOern Bekaa: use, then bulding de,09wf must verity Me opokatAity of derma rovamer",s and prarwdy iroxxrnwate 0* Woo the Overall auAdng daign. bractraf k�fwated is to prevent tnxkiing of *dNkhoit hun web ondOw t-Jvxd onty, Add korai tenV"ary and pwommenf kxocng m oio* cys reqt*ed for OokAty rand to Wevent calapw, voile, Taos uik- pemmxA k*Ay and Nonperty damage Fa geruod g0dance unpvchng the footnatk^ s1mcnie. defivery, vectka and brockig of pumes Ond tRM1YsfeTM, We,, AN91MICA10", Dst-" Md SCM 144ftflas comptineld T777 Gree"DR4 Lane Safety tntaffnaltm awrick-he fromroun Mate Insiff0e, 218 N, L",' Weed � Wile 312. Aft xandra, VIM41M, jsuge 909 11-1.10 11-1-10 3x4 ::.; 9 7 6 30 2x4 € 5x8 ." 2x4 S. LOADING (per# SPACING. 2-0 0 GSI, DEFL. in (too) Well Lid PLATES GRIP TOLL 30.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) nda me 998 (Raaf Snow --30,O) 1536123 TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(TL) me - me 999 BCLL 0.0 Rep Stress Incr YES VVB 0.15 Horz(TL) 0,00 5 not nta Code iRC2012frPI2007 (Matrix) 1Wedght 62 ib FT = 9% ...__% __...._. LUMBER- BRACING. TOP CHORD 2x4 DF 1800E 1.6E or 2x4 OF No.1ABtr or 2x4 SPF 1650171.5E TOP CHORD Structural woad sheathing directly applied or 5-0-0 oc pudins. BOT CHORD 2x4 OF 1800E I.6E or 2x4 DF NoA&Btr or 2x4 SPF 1650E 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF_S Stud ;I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer InstaFltt .. REACTIONS. All bearings 22-1-5. (to) - Max Harz 1=41(LC 12) Max Uptift All uplift 100 lb or less at gotnt(s) 1, 5,7 except 8=-153(1_C 10), 5=-153(LG t i l Max Grav All reactions 250 Ib or less at joint{s) 1, 5.7 except 8=700(LC 14), 6=700(LC 15) FORGES. (lb) -Max. Comp,/Max. Ten. -All farces 250 (lb) or less except when shown, BS 2-8=-5581214, 4-6=-558!214 MOTES - 1) Wind; ASCE 7-10; Vutt=i45mph (3 -second gust) V(IRC2012)=115mph; TCDL=6.Opsf; BCDL=6,Opsf; h=25ft; Cat. II; Exp C; enclosed; MVVFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1,33 plate grip DOL=1.33 2) TCLL: ASCE 7-10, Pf=30,0 psf (flat roof snow); Category ll; Exp C; Fully Exp,; Gt=1.1 3) Unbalanced snow loads have been considered for this design,. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads, 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 5, 7 except (pt=1b) 8=153,6=153, 8) °'S i -rigid latclAireaks including heels' Member end fixity model was used in the analysis and design of this truss. � �K CJ se eeea #{ d �e '56 M ON AL 6h'ARNMe-Verify design pstamosts and Basin MOMS ON MeAND INCLUDED Was REFERENCE PAGE AV7473 svv, 140MIS BEFORE USE n"gn vada Ser( adze only svnth AA¢dek* connecton Sines design is based os* upon pwarr�eten gxNm. and h for an indMdud buldirig conponent, not � a trays sy tern Befiase nae. the ocAding de*rner trent veesary the appkabOty of s Pw.ar § ^ cmmd propeO incorpaure is,ix de0gn kato trw, ayerrA , burkh"g design, foray 0�dk afcae3 h tc ixeveM Wcakhrrg Of indh4doot euss vmb csi dksr ctKwd menIxer cx*r, Addiikmat reffesorary €mad pomanent bracing ? 4 e Noes r"�stkecd for sh*Ari, and to prevent c,ca#sapse M1h p+,asss`4ale perms immy and praperty,danvW, fats rieneragLidanne regardkig the t akwicatimr, s±aasage, de&veey, ececlk r mid broc*rg of tnkssas crrnrf Srar^am SY00 r¢n UM ANSI, IM) mer y CAr da, OSS -89 sand 6CU btAldktrg Component i 77n Grftlnback Lane Satiety inkintsabo" uaraax : %xxrr traasx k'icste 4ruststeafe. 2tEt ti. Lein= tin t. 5ta"ate 34'? rf xt�a. VA 7z°3d 4,. q Sauces 1t#rr.... B-5-10 B-6-10 4x4 '.- 4 04 LOADING (psf) i I SPACING- 2-0-0 CSL DEFL. in (too) Well Lid TCLL X0 1 -- (Roof Snow30.0) Plate Grip DOL 9.15 TC 0.76 Vert(LL) his me 999 TCDL %0 Lumber DOL 1,15 i SC 0.34 Vert(TL) ma old 999 BCLL 0,0 Rep Stress Inor YES WB 0,16 Horz(TL) 0:00 3 n1a nta Code IRC20121TP12007 I (Matrix) LUMBER- 0411�100010411�lio OTHERS 2x4 SPF -S Stud REACTIONS. (lbisize) 1=307116-9-5,3=306116-9-5,4=831116-9-5 Max Horz 1=30(LC 12) Max Uplift 1=-74(LC 6),3=-78(LC 11), 4=-106(LC 6) Max Grav 1=330(LC 14),3=330(LC 15),4=831(LC 1) FORCES. gid - Max, Comp,/Max. Ten, - All forces 250 (to) or less except when shown, WEBS 2-4=-6081191 PLATES GR1F` MT20 1691123 MT20HS 127193 Weight: 44 lb FT = 9% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 on pudins, BOTCHORD Rigid ceiling directly applied or 10-0-0 no bracmg MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer NCTES- -WffWftCE rVirWW(*T~ MWFRS (envelopet cantilever left and right exposed; end vertical left and fight exposed� Lumber DOL=1.33 plate grip DOL=133 2) TCLL: ASCE 7-10� Pf=30.0 pal (flat roof snow); Category It; Exp C; Fully Exp.� Ct=l,l 3) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated, 5) Gable requires continuous bottom chord bearing, 6) This truss has been designed for a 10,0 psf bottom chord live load nonconcuffent with any other live loads, fit between the bottom chord and any other members, 8) Provide mechanical connection (by others) of truss to bearing phdo, capable of wrthstantling 100 lb upkft at mmt(s) 1, 3 except Qt=tb) 4= 106 9) 'Serm-rigid pitchbreaks including heals' Member end fixity model was used in the analysis and design of this Voss, A WARatim - Vwffy dwo, pammeton and READ MOTU ON TIES AND INCLUDED WIEN REFERENCE PAGE MW7,47;3.MV, 140"05 BEFORE USE, D 1 01 "Sign VOW fog use or* Wth mffek* conne�crors, Thh ded9n k bassi ond upon pcvarrwlen 0v3wm and is to, an �ndmdval toAdinq c mponent not a twss system Bercre, use, fhe bu*jno devign& rnust vw#y ffie opr&,-obVy of deAp foxcwwrearmd rxopedy �ncorpmafe "de. Oft the 0'W, al b'jitding cr,�,,*r, eo6ng indcaied i% lo preveM buckfing of tndMduol rims webmul/aR cbwdrnem*w� or4y, AddWoncA ternrxwory and permanent broang is oiwoyx reqoired fax Mabfty and to preveO cakg:ne \Wh posA*- pewwnd kr*vy and pTMedy daffwVe. Fm germ: rai geAdom-e mgard,4ng The i tabrkaflon, itvagedekyefy, rrmlm and twoong or bumes arxi Vw% wsterm OSS -89 and KU bu&ftg Comporwnt 7777 Gmerftck tame Webinformation StAte 109 5-1173SO avos Valley _J_ ------------ 8140 wt:si TRUSS .AhiSJ O'MPONENTS, FORT LUPTON, CO $0621 Z= 011MIMIRM 4 3x4 2X4 3X4 I LOADING lost) i i SPACING- 2-0-0 CSL DEFL. I in (too) Well Uri PLATES GRIP TOLL 30.0 i Plate Grip DOL IAS TC 0,27 Vert(LL) n/a n1a 999 MT20 1691123 (Roof Snow=30.0) Lumber DOL 115 i BC 0.14 Vert(TL) me n/a 999 TCDL 10'0 i Rep Stress Incr YES 1 WB 0,10 Horz(TL) 0,00 3 n/a n/a BCLL 0yy - Code IRC2012ITP12007 (Matox) Weight: 29 to FT 9% {qryry0 ........... ..... -------- -- .......... .......... . -- -------- LUMBER- BRACING- TOPCHORD 2x4DF180OF1,6Eor2x4DFNo,I&Btror2x4SPF' 165OFl,5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4DFIBOOT I,6Eor2x4DFNo,l&Btror2x4SPF 1650FI,SE BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, OTHERS 2SPF- S Stud 0 MiTek recommends that St fixers and required cross bracing be installed during truss erection, in accordance with Stabilizer ................ REACTIONS. (lb/size) 1=193111-5-5,3=193/11-5-5,4=524111-5-5 Max Harz I =-I 9(LC 11) Max Uplift I =-47(LC 6), 3=49(LC 11), 4=-67(LC 6) Max Gravl=204(LC 14),3=204(LC 15),4=524(LC 1) FORCES. (lb) -Max. Comp./Max, Ten, - All forces 250 hb) or less except when shown. WEBS 2-4=-3831120 NOTES - 1) Wind: ASCE 7-10; Vuft=145mph (3 -second gust) V(IRC2012)=115mph; TCDL=6.Opst; BCOL=6,0psf; h=25ft; Cat, ll� Exp C; enclosed: MWFRS tenvelop6l� cantilever left and fight exposed -1 end venicat left and right exposed, Lumber DOL --1,33 plate gop DOL=1,33 2) TCLL: ASCE 7-10; Pf=30LO psf (flat roof snowi� Category It Exp C; Fully Exp.� Ct=l.l 3) Unbalanced snow loads have been considered for this design, 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, fit between the bottom chord and any other members, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4 8) "Sens -rigid pitchbreaks Including heatt" Member end fixity model was used in the analysts abil design of this truss, /ONA A WARNING - Wrair desilpe pw"efors and READ NOTES ON THIS AND INCLAIDED NTTEK REf'ERENCE PAQE MN -7471 rev. ta(MOIS REFOREif Design valid for use onry vAth N%Tek* connecron- This design is bostx:l only upon rstwurnelen Oxs�, and h for on �ndMdual butidrog component regi a truss sysiem, before use, the bulling desiqnv nwO vergy the apiekotAty of design panvrwtem and propetly yncomcwcue tiffs deAgn unto flwoyerol buOdkV dear brachg kndicated 4 to prenr bwkkig of 4,divdual hnsAeb ond)ar z1�.om rnernt>an ov*� Addifiond tenay and peanmiwit backo; t otwass requwed ks srab*fy and io roevent colorme vAlh poWb$e peruviolir*xy and p"wty drinmge, ky gerwerl rrukdance mgordmg the 7777 Grembank Lane i C lvv V0. pC1 (MAM +ti a n.zAcr -:5,. 9 � 0 'IM z ccs00 acs 00 �-lzy!R � as00 a ca cam ° sa l" CPO at �. 3 9i` m cs 0 c c us '� � 00 55 . ace, ID (D 'c cs m c a n c?' es ID °SID cap(Da0 ! =� -1 ° ° ''_° . 3 0 0 ID ' ° ° (Do w c caC " < 0°^ ° CD row' _" " IP n cos, EtD cr c6 q D via °' (D "` cr Ga tea M � C1 ea G? � � � M.zm pm mm mm e ) Ma err win xa c MWAMS3 C to � CD s ` s ca: (D L 0 c�, cD ca m C> CK 1 'W is E -4 0 cz m I �s057-1 m 91 cl) Ln L E 7P CHORD CL4 0> Ca t7 a a 0 !a - r-- a` -a n 0 c C � � � � ca- �a 0 � ca, _� ! V � ri > ui �} e4 = 0 0 Y� CY � f1. ik 0 ' + } .. < ,] C} 1 &7czc i0 a c - � -n m_, a a ? 00ria ° 'a IDT c 0 `Dr � a�o3 s� 0 kG 'S --�;' t, t:Y B 0 ;'R '"' i, : � a. ..,. ri a"},. M 0 N 0 O a '�' 4+ IT :10 vi a ro,i a° k ° n' cr`"° cam roan a a 0 � 6a c� ro�� � � i ws c m Via. `o � �a cc m � c n � � ¢ca �? us � � tis tic c ._a cs « �y 5, m �F �` r " 0E7'if C c7 ` Ck a Z CS -� •< -' � �;. ^C " t7 t? � Ci" =- �^ � 1 CD O n o a a ° (D ID ~° m ^ cm E;� c cow fD MER: Alan Price bate: 02.22.2016 w IE: (303) 784-4274 lzmmz���St.: Wheatridge, Co plName: i Illi FOR OFFICE USE ONLY City of arta: CO aLiUMT'yDEVELOPNICNS P"1811/Pennit# Building& Inspection Services Division 21c> 7500 W. 2e Ave., Wheat Midge, CO 80033 Plan Rev iew Fee: Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building it Application Pleassoomploteall highlighted areas on Both sides of this form.Incomplets applications may not be processed. �** Property Owner please print : Phone. '174) µri w Property r mall t L> Mallino Address: (if different than property address) Address. Cot ;Mate, i � ,. Caw � vArchitect/Enginoer E-mail: Phone: Contractors License #: Phone: ContractorE-mail Address: Sub Contract Electrical: Plumbing: Mechanical: W.R. City License i# W.k City License # WA, City License Other City Licensed Sub: Other City Licensed Sub. City License ## City License # Complete all information on BOTH sites of this for mount yr maiertais to oe!usect,+etc.) ° Sq. FULF Stu's Gallons Property Detail Report http://mls.realist.com,t'spring/direct,ReportAction?passtbrougb�-true&P,,. 144t 34th P1, 14,�heat Ridge, CO 80033-5260, 3efferson County Owner Information Owner Name: Merrick Anna Mailing ZIP 4: 9462 Mailing Address: 5018 Apache Creek Rd Mailing Carrier Route: 0014 Mailing City & State: Castle Rock, CO Owner Occupied: No Mailing Zip: 80109 Baths - Full: Tax: 2 MLS. I Location Information Ranch Stories: I Property Zip: 80033 Neighborhood Code Applewood Villages, -2403 Property Zipat: 5260 Neighborhood Name (OnSoard): Apple wood Place Property Carrier Route: coos Township: 03 School District: 3e county R-1 Ranger 69 Elementary School. Kullerstrand Section: 29 Middle School: Everitt Quarter; NE High School: Wheat Ridge Block: 4 Subdivision: Applewood Village Lot: 12 Census Tract, 105.03 Sewer: Type Unknown Tax Information I Quality: Average PIN: 032360 % Improved 62% Alternate PIN: 39-291-08-030 Tax District: 3130 Schedule Number: 032360 Legal Description- OLK 4 LOT 12 R/T/S: 69-3-29 QTRSECa NE SURDIV: 037600 BLOCK: 004 LOT. 0012 10849 Assessment & Tax Characteristics Lot Acres: 0.2491 Bedrooms: 2 Lot Sq Ft: 10,849 Baths - Total, Tax: 2 MLS: 3 Land Use - CoreLogic: SFR MLS Total Baths: 3 Building Type: Residential Baths - Full: Tax: 2 MLS. I Style: Ranch Stories: I Year Built: 1962 Fireplacir y Bldg So Ft - Above Ground. 1,350 Fireplaces: I Bldg Sq it - Basement: 1,350 Patio Type: Wood Saloorly Bldg So Ft - Finished Basement: 675 Garage Type: Detached Garage Bldg Sri Ft - Unfinished 675 Garage So Ft: 510 Basement: Bldg Sq Ft - Fknshed: Tax* 1,350 MLS: 2,160 Construction: Masonry Bldg Sq Ft - 1st Floor: 1,350 Water; Type Unknown Basement Type Partial Finished Sewer: Type Unknown # Units: I Quality: Average # Builrfings: I Features Estimated Value Real"MI" (1): $342,940 Confidence Score (2): 76 RealAVMI" Range: $294,928 - $390,952 Forecast Standard Deviation (3). 14 Value As Of: 12/04/2015 (1) ReafAV14" is a Corin-ogivot derived vakre and Should not be used in We of an aproatiat (2) The Confidence Scare is a measure of the extent to when sags data, property inforprignmr, and comparable yak's Support throe. PmfedY Vatuatkin annOYSIS Procew The confidence Score range K 60 - Im C and consistent ituddy and quantity of data drive higher confidence scores .1nia beer confidence scores indicate dhousity et data, rawer quaity and quantity of data, and/or tanked Similarity at the subject property to Comparable Sides. of 2 12/16/2015 10:53 AM Property Detail Report (3) The FSD detentes confidence to an AVM estknate and uses a conseteat scied and rneen&rg to generate a standardtaed confidence metric. The rSD kc a statdtk, that measures the hely range at dispersion an AVM WkMte wit fat wRhtn, based On the consistency of the information avalable to the AVM at the tb2te of itineration, The f'Stt can be used to create confidence that the true vatue has a stattttcat degree of certainty, Listing Information MLS Listing Number: 3147755 MCS Listing Date: 04/23/2015 MLS Status: Sold MLS Sale gate: 05/20/2015 MLS status Change Date.. 05/20/2015 MLS Listing Broker;. RC/MAX ALUANCO MLS Current List Price: $309,950 MLS Listing Agent. 173741 -Marg Gedack MLS brig. List Price: $309;350 MLS Selling Agent. Natalia Kanonarova MLS Sale Price: $331,500 MLS Selling Braker: OURRO!VA AND ASSOCIATES LLC Last Market Sale & Sates History Sale Date: 05/20/2015 Deed Type: Personal Representative's Sale Pricer $331,500 Owner Dame: Dew Merrick Anna Price Per SgFt - Finished: $245.56 Seiler. Lamoreaux Alfred S Document lumber: 51024 Mortgage, Courtesy of A.6k9do�s�..���.rw��,.�g,{�. Detail of Marrick, The data am Mn then report is cco"p dd by Courf,ttgir an. autac and far'Ate srourees, U 0SWed, the Accuraacy of the data contakned Property #. R�W�«t4iG��f hemin can be atdBPend®ndY veki'daC{ of the redp?ent of this report, with the appleabte counts or mr K8 patty. of ' 12/16/2015 10:53 Ali EMSL Analytical, Inc. EMSL Order 2215th FhonWWC(303) 740-5 1(303) 741-1400 Cus » ttD: Attn: Anna Menick Phone. (720) 413-1511 Fax 1 335 W 34th R 111131151:213 PM Wheat Ridge, CO 80033 Analysis date. 1111 15 Collected: Test Asbestos lysis of Bulk Materials_ via EPA 600111-931116iusing Polarized Light Microscopy to t to aarr ° fi -Fibra Master 1 N libr (other) None Detected taint Honrogeneous Mastw Bedroom- to Texture 2215073 1 b 20% I lui� a b#�l; ! NoM Iloiiuui mu tac 80% Non-ftrous (other) east, a Joint t L nd Wtfrte % Carbonate r exp... 10119 .s. teCted Non -Fibrous � Non-fibrous N ;6v. (ot ) 2215073584001C �# !" i 'a Master Bed Drywall afmwww 15 e Fbu4 65' Gypsum None Detected Non4librous ( Hornoganeous Downstairs Uxing Room -Paint Gray 1130 N (other) tau ne 221 Homogeneous MIIIII�It� s I1 x� MUZ , ♦ r "M •R a �: R x _ ,xY > :p,.: R": :y. tns"tiat rifit' 1111 1� 1CJ. :43 Test Report F'3, M(t)-7- .0 Printed: 't #1'i 01 0,50.4 t 1 EMSL Analytical, 1 .. EMSL 221507358 100 Yuma Street Denver, CO 80204 Customel MISC-ACCT P () 740-5700 I (303) 741-140D (' t t rxnq c Prc ti. -------------------- Anna ri Phone: (720) 413-1510 . 12336 e 111131151:20 PM Wheat Analysis Data: 1111412015 Ridge, Cry Polarized Light Ocroscopy DwmWs LMng White 20% Ca Carbonate None Dateoted 10 oNon-Fibrous 22t51173 A Homogeneous 2215111 Homogeneous Ceiling By Stainway- White 2D% Ca Carbonate None Detected Te)dure Non -Fibrous 80% Non-fibrous (other) 221507358-0003A Horr"eneous 221517735541704 Hornogieneous ,. I j '11 V' Barbara Shepherd, Laboratory or other approved signatory reel for sampie co#eckm attiOil at ana"Cal mothod In"Hadons, InUmpmal mw use of ran mswts am the rospons6ifty of the dimt Ths mpat must not be used by the dient to them ploduct oettifical appl orendotsement by NVUkP, NIST or any egivicy d Me %deral goveament, Non*%Ue o9anill bound mawhds present a emblem, ml and thel EUSL recommends grawnetar reduction pdor to amMysis, Smell ml In 90M owl untem oftnvise nol afimMad accuracy, pmasion and unceftinty dais owellbee upon mquftt Unless requested '#b bulldkV matedals mamdacha'lltd with MUVO.:.m (Lo, hroleum, walftmat,! etc.) S.: mpoded as a sW4e#.. Rout is 1% Denver, 00" 0 lrtit%al r 1111 1111 015 10.50.43 Test Report PL (l)-7,25,0 Printed: 1111 01510:50.43 AMe EMSL Analytical, Inc. 4010 Yuma Sueet, Demer, CO $0204 PhorefFax (303) 740-57001(303) Ate: Anna Merrick Phone: Fax 12336 W 34th Recce A Wis tate: Wheat e, CO 80033 Colfected: • a221507358 Cusfor ��,-A II i�Ul ��I�� �IV� � � � l Test Asbestos lysis of Bulk Materials -93/116 Method using Polarized Light Microscopy 82RAdw" tr-alb Bedroom Wth White 20% Ca Carbonate None Detected Egress !Wind pr N fa (other) T 22IW A Homogeneous Bedroom hita 100 Non-fibrous (other) Nona Detected Egress W Non -Fibrous Patna 2 221507356-0004B Heterogeneous Bedroom AAM Beige 220% Ca Carbonate NoneDetected Egress Wind N ibr tt N Ats (other) Joint Compound 221507 Homogeneous Bedroom 1 foss rrrNone Detected Egress Wt Fibrous 20 Non-fibrous (other) Drywall 221507358-0004D D Homogeneous upstairs diving GrW 1 Non-fibrous (other) None Detected Roorn by ` Non -Fibrous Paint 221507356-0005 Homogeneous # k# krt #### ks # # k 6nrt4�4! rscart #torn 1111+612tt1� 1C}.{3: Test Report int A(IY7w2 .0 inted: 1111 f 1 M50.4 EIVISL Analytical, Inc. EMSL Order: 221567358 1414 Y : er; CO 80204 Customerit): MMS CCT Ph (363) 740-6700 t (363) 741-1406 Gus erpo: r€e 4 l4; Aura Clad t t t (726) 413-1510 Fax:: 12336 W 34th S . . 11/13/151:26 PM Wheat e, CO 80033 Analysis Date 11/14/2015 Test Report: Asbestos Analysis of Bulk Materials via EPA 600/11-931116 Method usin6ir, Polarized Light Microscopy M x: x ♦ ^ ! .: a �. r - 4M'. ::. t,. Bafoara,Sheptierd. Laboratory ManaW or other approveds a cma M3 repw ritust r at to usw by ft CW ID dakn ftfts PrOsOrA 6 PMWM fY4aftand t 8.51. U'' ss. UMM RepW" hmitis 1% Test Report PLM(l)-7.25.0 Printed: I 1/1W015 10.50:43 AM THIS IS THE LAST PAGE OF THE REPORT. 4 §RNM Ashatm rt ttCsr4-Appearance % Fibrous Mott n T 122 Upstairs LMV While 20% Ca Carbonate None Detected Room by Fs Texture Non -Fibrous 80 N 1 s (other) 10 221507 Hornogeneous Upstairs UAng White 100% Pt ft s (other) None Dotatftd Room by Fireplace. m, ms 10 paint 221507 Horrogeneous, Upstairs ' .nS Beige 20% Ca Carbonate None Detected Roorn by Fireplace- Joint Non -Fibrous 80% N fib 13 22150} Horixxjert eous Upstairs Wng Sra hite 15°%S Cellulose 5 Gypsum No tye ed Roornb Fi Drywall y Fr"isr 20 Non-fibrous ( ) fif 22f 5/373 Homogeneous No Asbestos a � n xpected Limit of Detection and Above Federal SPA Reconunended Urnft Federal A RecommerKied Limit 7 These guidance limb are Wally used in most sceriartris. More stringent local or protect specific guidelines may apply. M x: x ♦ ^ ! .: a �. r - 4M'. ::. t,. Bafoara,Sheptierd. Laboratory ManaW or other approveds a cma M3 repw ritust r at to usw by ft CW ID dakn ftfts PrOsOrA 6 PMWM fY4aftand t 8.51. U'' ss. UMM RepW" hmitis 1% Test Report PLM(l)-7.25.0 Printed: I 1/1W015 10.50:43 AM THIS IS THE LAST PAGE OF THE REPORT. 4 # # rr Ma" Ing Address: (if different than propetity address) Address: City, State, ,Zip. #. L #. . + : ' ." S is w • t 01 11 aIONA R : Date: 9f # • '. e Building Facsimile •. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : Contractor License No. : Company : 12335 34TH PL 19034 APH Service Co., Inc. i. Building Permit Number : 4198 Date : 11/14/96 Phone : 233-2344 Phone: 2956622 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that 1 assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.CJ and all other applicable Wheat Ridge ordinances, for work under this permit (OWNER)(CONTRACTOR) Description : REPLACE FURNACE Construction Value : $1,225.00 Permit Fee : $44.00 Plan Review Fee : $0.00 Use Tax : $14.70 Total: $58.70 Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : onomoa; am (7) This permit was issued in accortlance with the provisions set forth in yopur appliration and is subject lo the laws oFthe State of Coloretlo and to ihe Zoning Regulations and Building Cotle of Wheat Ridge, Coloredo or any other applicable ortlinances of the Ciry. (2) This permi[ shall expire if (A) the work authorized is no[ commenced within sixty (60) days from issue tlate or (B) the builtling auihorizetl is suspentled or abantlonetl for a period of 120 days. (3) If this permit expires, a new permit may be acquiretl for a fee of one-half the amount nomally required, provided no changes have been or will be matle in the original plans and specifications and any suspension or abandonment has not exceetletl one (1) year. If changes are matle or if suspension or abandonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done that will change the naturel flow of water causing a drainage problem. (5) Contractor shall notify ihe Builtling Inspector hvenry-four (24) hours in advance for all inspections and shall receive wntten approval on inspection cartl before proceediing with successive phases of the job. (6) The iss nce of a permit or the approval of drewings and specifications shall not be construed to be a permit for, nor an approval oF, any violalion of the provisions of the,li Iding coJ7es or any other ordinance, law, rule or regulation. ailding Inspector PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ~Y1lI CN i ~I:IIG'irg =srr^it ~lur^cer . cU1L:.ING iNSrEi.T10N DIVISION -135-288fi C1TY OF WHEAT RlDGE Date : - ~ 7500 WEST 29TH AVENUE WHEATRIDGE,CQ 80245 PrapertyOwner: ~L PAZ L_C,4'V661-,~ r'i.lK " PropertyAddress: Ia3~C ~~jq fy1 ~ Phone a33 a3`l4 Contractor License No. : ~j )c~03 ~ Company:~Q~ ,:;5~~<<C~ ~ ~vtL . Phone~3at)~,;~9s-G~aa OWNERlCONTRACTOR SiGNATURE OF UNOERSTANOING ANO AGREEMENT I hereby eemfy tha2 me setbadc aismnees proposad by.Mis pertnrt appliptlon are acauate. ana do not violaro aopliable aNinanees. rules or neguutions af Ne City of Wheat Ridge ar eovenants. easemenb or reemedons at record: that all meuuremano shawn. ana allegations matle are accu2te: Nat 1 have metl and agfee m ahide by all con0itiom pmttetl an Nis apphranon. ana that t auume full reaponsibiliry fo compliance wrth the Wheat Ridge BuiWing Cotle (U.B.C.) ana all othx applipble Wh t R a oidinances. (arwork urWx tliis pertnic (OWNER)(CONTRACTOft) SIGNED ATE Oescription Constructian Value : 1~aS cc> Pertnit Fee : ael c O Use Tax : /q -7 0 Totat : . D vEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 4197 BUILDWG INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 11/14/96 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 12335 34TH PL Contractor License No. : 18145 Company : APH Service Co. Phone: 233-2344 Phone : 295 6622 OWNER/CONTR.4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT i hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.CJ and all other applicable Wheat Ridge ordmances, for work under this permd. (OWNER)(CONTRACTOR) Description : HOOKUP FURNACE Construction Value : $236.00 Permit Fee : $25.00 Plan Review Fee : $0.00 Use Tax : $2•$3 Total: $27.83 Electrical License No : Company : Plumbing License No : Company : Mechanicai License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : . ~'9om (1) This permit was issued in accordance with the provisions set forth in yopur application and is sub7ect to the laws of the State of Coloratlo and to the Zoning Regulations and Builtling Code of Wheat Ridge, Coloratlo or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commencetl wiihin sixty (80) days from issue date or (e) the building authorized is suspended or abandonetl for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no chan9es have been or will be made in the original plans antl specifications and any suspension or abandonment has not ezceeded one (1) year. If changes are made or if suspension or abantlonment exceeds one (7) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be tlone thatwill change the natural flow of watercausin9 a tlrainage problem. (5) Contrador shall notiry the Building Inspec[or twenty-four (24) hours in atlvance for all inspections antl shall receive written approval on inspection cartl before proceediin9 wiih successive phases of the job. (6) The issu of a permit orthe approval of tlrawings and specifcations shall not be consVued to be a permitfor, nor an approval of, any violation of the provisions of the b' g codep or any oNer ordiqance,jaw, rule or re9ula6on. ChXf Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ""J'~'."'"'" . . . . _ . . . . . . . _ . . , ...7 71I= N i- iC a;~L Cc•i; Z~?~iE'~; ?u tiCirS ~e r--. it ~Iu ~;,car _ ~ oUIL :ING iNSrECTION DIVISIGN - 235-285fi ClTY OF WHEAT RiDGE Date : 7500 WEST 29TH AVENUE WHEAt RIDGE, CO 80295 Property Owner : fl L FR-e]~' ~jjYrW rZe,-Q --I1( -Properry Address : tA3 -a4+ Phone : -a Contrador License No. : ~ Company: Phone .5 (ao3~~9s ~~a e~'U[ ~j ln c a' OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING ANO AGREEiNENT 1 heteby certAy tha[ Uhe setbatlc distYntes propOEeC Cy.ihis pam1R appliptlort ae acWfete. ana do no[ violate aoplipCle aNinances. niiea or regulations af Ne City af YVheat Ridge or covenants. easemente ar reamctions af reeortl: Lfat all meaeuremeno shawn. ana aliegations made are accuraca: that t have reatl and agrea m abWe by all contlitiom pmrtetl an this appGratian. ana thac t auume full ronponaibili y far eamptianee wnh the Wheat Ritlge 8uiltling Catle (U.B.C.) antl ail othm applinhle YMe~t idge ordinancea. rwork urMx this pertnit. (ONIYEr~)(CCNTRACTOft) SIGNED ~~-0 ATE1./5 Descnptian : ae"4-411L~ Construction Value : Pertnit Fee : ~-S ca Use Tax : Totai : BUILDING DEPARTiUIENT USE ONLY ~ Approval : Zoning : Approval: , , . . . . _ . , - . . . Approval: Occupancy : Walis. Raof Stories Residential Units .S, EiecVical License No : CompanY:AF'hFSEaUtdE.,f.O" - Expiration Oate : ~ ~ 1-57 Approval: • ~ cP.l~ns:l78~qut~ed^~ (t) ThisaamntwasM,wam wartlrPavmwmaetaminypxraoouvm~anGUaWact tothelaxisottheStm dCdradoandtotlwZanog . RegWaoonsantlBUJGmg ofVNwaRWptCOtamoararVOUwaPPbadw a'amanasaftheGry. , . (z) ThiaMm snaYexpiaMfAllhwwarkautlfotcaCnna[mmwonvMtunSonYl601paYs fiomufwtlCeat(8) tlfeWOW4iqwthaReChwspergtletlar abWqonatlforaPe~qCM7Z0~.>_ x -.-r;,,s . . , .,....e., . . • . (3) IfthifP~~P~.inwP~mWEilraopindlorifMdorw~11lfandrRnanwWm0uwe2PmvimdnoCUngechavebsenorwiYbe maft inUfs an9mNaunaanueasaM1dtasanLLa~rsnorwenxabrmamr~rcnasnxacsoftdane(7)raar Iewqft aremawarrtwtpanianaaaneonmrrc , . . oxmeaeaneltlYear.tutlteeraMYhe Pwd AOC=nawpe'mie I . . . (4) NowancotanY~~atlOStlaneVq[wiYCOngftMnadu~rtowafwoKezuamgaEtaY~a9e0~xli (5) Canraaar snau nouN me 8wbhgImPaerNranyaaa(34) nauR m mvanetroratl inaosWOna ana ahM reeavewntlen appwal an appe~an ara bMws (6) fiewauanceofaPenMatneaP01welotMw~9sanaa0aallatla~saimtnataemn~weat¢oeaP«ut far.naranaPPmval ataryvidatlandMepavebns oftnebuutlmgcoaesoranNOMradmane4lawnnawrequlaoon. . - i . : . Chief 8uiiding Inspectot . Foc Mayar , . THISPEi2MITVAUDONCYYVHEWSIGNEII'BYTHECHIEFBUILDINGINSPECSORANDMAYOR , . 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