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4585 Carr Street
B,' M. BOYD ENTERPRISES, LLC Mb I * 45858 5 Can Street, Wheat Ridge, CO 80033 Michael J. Boyd, Owner Telephone (303) 917-3113 EMail MJB®MJBoyd.biz August 5, 2K21 • The subject property is situated at 4585 Can Street, Wheat Ridge, Colorado 80033 • The property is owned by Michael J. Boyd, Deborah J. Boyd and Jackie F. Boyd Address / Contact Information: 4585 Can Street, Wheat Ridge, CO 80033 MJB(oaMJBovd.biz / (303) 917-3113 • All work will be performed by the owner, Michael J. Boyd, who is a Registered Professional Engineer in the State of Colorado, and has many years of experience in residential building design and construction. • Work to be performed will be removal of an existing (3'x 24't) deck and construction of a new residential deck in accordance with the attached plans and specifications. • Value of the work 0 be performed is approximately $12,500. If you have any questions, or require any additional information, please contact me. Thank you for yew consideration and assistance. Sincerely, M.1. BOYD ENTERPRISES, LLC Michael J. Boyd, P.E. President P1100 P .GisTF r0; 1, JANE.*;. 4. S.F :a 19247 0• • �W FFsst0ll Rl ENG ON City of Wheat Ridge, Building Division d m 7500 West 29'" Avenue, 2os Floor U w Wheat Ridge, Colorado 80033 �w*ing RE: Residential Deck Permit Application avis, This report, along with the attached supplementary materials, are intended to provide the documentation required for issuance of a Permit for replacement/enlargement of an existing Residential Deck pursuant to applicable building codes and City ordinances. • The subject property is situated at 4585 Can Street, Wheat Ridge, Colorado 80033 • The property is owned by Michael J. Boyd, Deborah J. Boyd and Jackie F. Boyd Address / Contact Information: 4585 Can Street, Wheat Ridge, CO 80033 MJB(oaMJBovd.biz / (303) 917-3113 • All work will be performed by the owner, Michael J. Boyd, who is a Registered Professional Engineer in the State of Colorado, and has many years of experience in residential building design and construction. • Work to be performed will be removal of an existing (3'x 24't) deck and construction of a new residential deck in accordance with the attached plans and specifications. • Value of the work 0 be performed is approximately $12,500. If you have any questions, or require any additional information, please contact me. Thank you for yew consideration and assistance. Sincerely, M.1. BOYD ENTERPRISES, LLC Michael J. Boyd, P.E. President P1100 P .GisTF r0; 1, JANE.*;. 4. S.F :a 19247 0• • �W FFsst0ll Rl ENG ADDENDA Supporting Documentation -Stairs shall comply with code section R311.7, handrail shall comply with 311.7.8 and the stairs illumination shall comply with code section R303.8. -Guards shall comply with code section R312.1. -Outdoor receptacle per 210.52(E) 2014 NEC. -Flashing shall be installed at the intersection between the building and deck ledger board per code section R507.2.4 & R703.4. -Deck post to footing & beam shall connect to resist lateral displacement per R507.4.1 & R507.5.2. -Deck joist maximum allowable span shall comply with R507.6. -Deck joist that cantilever over beam need to resist uplift loads acting on the cantilever at the ledger board connection per R507.6.2. -Deck ledgers shall not support concentrated loads from beam or girders per R507.9.1.1. -Deck ledger connection shall comply with R507.9.1.3. -Deck lateral load connection shall comply with code section araawewlM R507.9.2. anawwmml eex n.nn)"w r APPROVED acts August 1 WIWAI Approved wIb the Mit"ing Conditions Owner/Contractor is responsible for locating property fins and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate Information submitted within the plan set and any construction errors resulting from Inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. alvor W o„,az�age "RENEWED FOR CODE 00141 These drawings were reviewed under the applicable laws in &ad at the time of submittal. Reasonable effort was exercised in checking for code compliance. The stamping of these documents shall not be construed to be a permit for, or an approval of any violation of state and/or locel codes, ordinances or amendments thereto. Plan Reviewer Money Date 0e/27/2021 K.' f , N , +moi r 16 VICINITY MAP BOYD DECK PERMIT w [ 4585 CARR STREET, E+� WHEAT RIDGE, COLORADO ® COLORADO SURV EIND >ta. 6LV5-Is, L-�LpI C 6VRVEYIVC INC.1VC. (6LYP/PIamE.) U y N10 60. 6Aeemao p., luta 1 • LApleaooE, WNnEo WIO • 1Bt.B036 SCALE J': ,A &mYlV C a60 Slnw I9i2 • FAX: 761La61 .C/En/� aaf6 .Qrm h6 >iri %)6Yl Tf p 6iA •\I \� w y✓u/9Y%)B F/6 d�i 4 tFiPL C¢9CPIRZ(M: \ ✓ C� Wt10, AIMRI, L^LA6Y PP d•S[•[ean. StIte [alae u•. mo.: .. ases c•.. •a... s> ��i �.• lW heat s.a."eo �.d.nrrr ®Baa»-goiobos-a. U m,t n e.,.. n.. .�.. ..e i. . K—NGara.+s•a�w •r �` " Off. 4= •.m WWW WWW,........."WI,. Ging DNF` ....�_ ....,.:.........,,.,„.�. �,,.p. loot, RE s"+h� tPvscmnncnreconweee a SURVEY/ILC 6ccncn, ea,.,a0. 214 12353 %- BOYD DECK PERMIT 2 lLP 4585 CARR STREET, WHEAT RIDGE, COLORADO 19O'hIng DtNso Revii for mmns coinplonm Wme 'y of WMrt Reve Pimning Di APPROVED By.. a oAre AuguH 13, Z1 COMMerns: Approved With the followlnn Conditions Outdoor Lights 8 Electrical Outlets (existing - both sides of doorway) r' Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction most be replaced prior to final inspection. PERSPECTIVE VIEW BOYD DECK PERMIT 4585 CARR STREET, WHEAT RIDGE, COLORADO T 6"t 19'-10"t Steel Support L3x3x.188 or equivalent 2"x 10" Rim Joists Pressure Treated 4'-6"t L .o Whaa/Rv U 16m Attach Ledger to Existing �Alllston Ledger to Rim Joist to Rim Joist Deck Joists Meck removedl 41'-4"t Foundation /Columns Diamond Pier DP45/63' arM W6xe Steel Column (or equivalent) See Foundaton Data Are& Ledger to Brick using / W6xg Simpson BVU Brick Veneer connectors W/ six or equivalent Main Support Beam 512" x 16" Glu -Lam Deck Joists X7Pressure Treated 2" x 6", 16" O.C. 7'-6"t 19'-10'4 7 -- 15'-6"± 7'-6"t o `Nhear R NAa U 16m Deck Surface LockDry Aluminum Decking over 4x8'112" plywood sheeting (or equivalent, as specified by owner) 22'-0"t 41'-4"3 RailWorks Aluminum Railing 42"Tall Cable Railing w/ 3" Posts on Pedestal Bases (or equivalent, as specified by owner) M Flashing 1/2" Plywood Sheeting st Hanger / Board 2 x 6 Joists, 16" O.C. Approved Flashing 5-1/2" x 16" Glu -Lam Beam Existing Building RailWorks Aluminum Railing (Install per Manufacturer's specitica0ons) 2 x 6 Joists, 18" O.C. 3 x 3 Steel Support Hanger ^ 2 x 10 Rim Joist Steel Brace from Column (owner specify) W6x9 Steel Support Column (Mecalux structural cantilever Column) Notes: • Design Load: 50 psi (40 psf live load + 10 psf dead load) • Assumed allowable Soil Bearing Pressure = 3000 psf • Decking to be attached to existing building per Code using non -corrosive fasteners ,�° WhaafRv U 16m In I I I I I I I 11 It ELEVATION W/PIN5 I1 11 u PUN VIEW W1 PIN5 5'x16-1/2'GLU-IAM BEAM STEEL eRAgNG CONNECTORS pJ STEEL SUPPORT COLUMN sre'aT' wLV HEK IOLT M W6x9 or equivalent- Owner Specify CODE-APPROVEDCONNECTDB WEIGHT 74 L55. GONGRETE ALONE) 7'-2"t 5/8' GaNeoq Approx 1 *11 6 wmle: 11.5 INCHES 50UARE AT MIDPOINT 131NCHE5 HIGH PIN UPS BRACKET 5EAT 5-5110 SQUARE E (Install Pler to MOp nt w deeper) 'E%15TING WHeal�v 50115 tip U m 1-1/4° NOV. DIAMETER GALVANIZED PIPE LENGTH-63' FOUNDATION DETAIL DIAMOND PIER® DP-75 BOYD DECK PERMIT US PAT. #5039258. #6910832, & #7326009 4585 CARR STREET, WHEAT RIDGE, COLORADO M. J. BOYD ENTERPRISES, LLC t`Nneat DiamondPierCPO A FOUNDATION SYSTEM O�vb'ing 000 RESIDENTIAL DIAMOND PIER LOAD CHART IAS -Accredited Third -Party Bearing, Uplift, and Lateral Field Tests' Minimum 1500 psf Silts/Clays (CL, ML, MH, CH)' Model Pin No. Length Bearing Lent Capacity Equivalent a Bae Area Cylinder O Comparison Front ® Zone Uplift Load Capacity Lateral Load Capacity DP -50136" 2700# 1.8 at 18 did 24 6000 600# DP -50142" ' 3000# 2.0 sf 19" dia 3fi" ' 900# ' 600# DP -50150" 3300# 2.2 sf 20" dia48" 48" 1200# 600# DP -75/50" ' 3]50# 2.5 ef 21"dia 48" ' 1400# ' 60181 DP -75/63" 42004 2.8 sf 22' dia 60" 1600# 6009 EquivaHney to TradiSonal COdcreM Footings Minimum 2000 psf SandslGravels (SW, SP, SM, SC, GM, GC)' Model Pm No. Length Engine Load Capacity Equivalent E3 Base Area Cylinder 0 Compadean Frost Zone Uplift Load Capacity Lateral Load Capacity DP -50136" 3600# 1.8 sf 18 dia 24" 600# 600# DP -50142" '4000# 20 of 19'dia 36' '900# '600# D12-50150" 44001# 2.2 of 2V did 48" 1200# 600# DP -75150" - 5600# 2.8 or 22" dia 48" ' 1400# - 60010! DP -75163" 6400# 3.2 sf 24" dia 60" 1600# 600# Equivalency to Traditional Concrete FaoGngs 'Interpolated from felt test values. Notes: 1. This load Chart is intended for simple structures supported by columns, posts, add beams loaded up to, but not exceeding, the stated capacal B is not intended for structures with asymmetrical, motional, overturning, ar dynamic forces. Intended uses are described in section 2.0 of ICC -ES prescriptive bearing evaluation repod ESR -1895. For projects that exceed the capacities or limitations defined! herein, or the Intended uses described in ESR -1895, contact PFI for additional inforrodon or sitssped6c capacity evaluation. See also Ne Use ant AoDlications download at www.diamandoiers.cwn. 2. Capacities shown are tested to a Factor of Safety of 2, and are applicable in pmpedy drained, normal sound sails only, with minimum soil bearing capadlies as indictment Copies of Me field len reports are available from PFI upon request. 3. See IRC Table R401 A.1, "Presumptive Load -Bearing Values of Foundation Materials," for a full description of applicable 1500 psf and 2000 psf soil types. For edge below 1500 psf, or scale with unknown characteristics, additional site and design analysis is required For soils above 2000 psf, Me values In this chart shall apply. 4. All capacgies use four pigs of Ste specified length per foundation. Pin length Includes that potion of the pin embedded Within the Concrete head. Sas 'Check Your Layout" in the Diamond Pier Installation Manual for more information on piNpier layout and spacing restrictions. 5. Far professional engineers desgning for shod -term transient loads, Coned PFI for further information. OW18 Ph Foundatirm Inc. All rights Rt mdDCCC l.2019 4810 PI Pool or Net, PMB 60 PIN FOUNDATIONS INC Tal Free: ffi>Ci-z5sa4T8 Up Haftr, Wahimar 98Qn5 M nt OMm: 2ca 88°09 .INMauMelbne.wm C»neml E=WI: lnlo®diammdoemo m oC w9 n �a" Reissued December 2020 Revised May 2021 This report is subject to renewal December 2021. www.icc-es.org 1 (800)423-65871 (562)699-0543 A Subsidiary of the International Code Counclle DIVISION: 31 00 00 -EARTHWORK Section: 31 60 O10 -Special Foundations and Loatl- Bearing Elements REPORT HOLDER: PIN FOUNDATIONS, INC. EVALUATION SUBJECT: DIAMOND PIER® DP -50 8 DP -75 FOR BEARING PIN PIERS 1.0 EVALUATION SCOPE Compliance with the following cod": 2018, 2015, 2012, 2009 and 2006 International Residential Codea(IRC) Property evaluated Structural 2.0 USES The Diamond Pier DP -50 and DP -75 bearing pin filers are used as Inundations for the support al gravity leads for exterior decks, including covered decks, exterior pooch decks, elevated walkways, denser construction and accessory structures as defined In the IRC. The heading pin piers are permitted for use, in any of the weathering classifications defined in 2018 IRC Figure R301.2(4) or 2015. 2012, 2009 and 2006 IRC pimple R301.2(3). 3.0 DESCRIPTION 3.1 General: The bearing pin pisco consist of a factory-fabnceed, pre- cast diamond-shaped concrete head that has a galvanized steel anchor bolt precast Into the center of Me top of the head; and galvanized steal bearing pins which are jobsia- installed through holes precast in the head, and driven into the underlying soil. See Figure 1. 3.2 Materials: 3.2.1 Concrete Head The DPSO concrete head measures 10 Inches (254 mm) by 10 inches (254 mm) by 11 Inches (279 mm) fall, weighs approximately 50 pounds (U.7 kg), and is Inmhed from air -entrained, normal -weight concrete. The DP -75 concrete head measures 11 inches (279 mm) by 11 inches (279 mm) by 12 inches (305 mm) tall, weighs approximately 75 pounds (34.0 kg), and Is formed from airantrained, normalweight concrete. The air- eMainetl concrete has a minimum compressive strength of 55M psi (37.9 MPa) at 28 days, and a total air content (percent by volume of conaete) of not less than 5 percent nor more than 7 percent, in accordance with IRC Section 13402.2. 3.2.2 Precast Galvanized! Steel Anchor BoIU The galvanized steel anchor ball that Is precast into the center of the top of the DP -50 concrete head measures a minimum /2 inch (12.7 mm) in diameter and complies with ASTM AM7 as Grade A. The galvanized steel anchor bolt that is precast into the centerdthe top of the DP -75 concrete head measures a minimum s/s inch (15.9 mm) in diameter and complies will ASTM A307 as Grade A. 3.23 SWI Bearing Pins: The four steal bearing pins supplied with each pier are made of Type E, Grade A (eleclnoresistance-welded). Schedule 40, galvanized steel pipe complying with ASTM A53. Forms DP50, pins have a nominal 1 -inch diameter 11.315 -inch (33.4 mm) outside diameter, 0.133 -inch nominal wall thickness]: and have a minimum nominal length of 36 Inches (914 mm) or 50 Inches (1270 mm). For Mai DP -75 the pins have a nominal 1'/4 -inch tliameter [1.66hmch (42.2 mm) outside diameter with a 0.140 nominal wall thicknass]I and have a minimum nominal length of 50 inches. 4.0 DESIGN AND INSTALLATION 4.1 Design When installed in encardamre with this report in minimum allowable 15M car (71.8 kPa) soils per IRC Table R401.4.1, the DP -50 bearing pin pier with 36 Inch (915 mm( pins provides a 1.8 square foot (0.17 m2) bearing area for supporting gravity loads; the DP -50 bearing pin pier with 50 inch (1270 mm) pins provides a 2.4 square foot (0.23 m') bearing area for supporting gravity loads; and the DP -75 bearing pin pier with 50 Inch (1270 mm) pins provides a 2.8 square foot (0.28 m2) beanng area farsuppor ing gravty Dads. When installed in accordance with this report in minimum allowable 2000 Psi (95.8 kPa) sols per IRC Table 13401.4.1, gra DP -50 bearing pin pier with 36 -inch (915 mm) pins provides a 1.8 -square -foot (0.17 m') bearing area for supporting gravity loads; the DP -50 bearing pin pier with 501 (1270 mm( pins provides a 2.2 -square -foot (0.20 m2) bearing area for supporting gravity leads; and the DP -75 bearing pin pier with SD4nch (1270 mm) pins provides a 3.2 -square -foot (0.30 or bearing area far supporting gravity loads. The site soil is prepared by digging a hole with a conical shape, approximately the shape of the base of the concrete head and slightly deeper than the pier back, leaving loose sols directly below Me head The head Is positioned In the reevs ewrviron xpon,d'rmr In Mrd„rnelu, .yrre.,nnoig mmure, or unvover'arwo,.oryw.fe rrraenevm..ddy nr rn M,muoui =.,M•=•„gK,ormerwdrdarKd..reem�a>,a,�... n�h. ..a,.�.nMrma,nuwrmsm,a. uc er»o,or„wrm.� tTi_YS_d� a nr(utlligordMr mmrrnmrly, rryw ary ra ¢ry prWu, wvnelby Je rePon. m , Cepychh0sumICCEmIa s5x,m LLC. oldshorueruad line ora ESR -1895 I Most Widely Accepted and Trusted hole to its midpoint, and braced as needed 0 plumb. The bearing pins must then be sIM through the holes In the concrete head, and driven into the soil as recommended in the Pin Foundations published installation Instructions, leaving '14 inch (191 mm) of the pin protruding from the upper surface of the pier. Once Me dead bads have been applied W the pier, Ore length of the protruding bearing pin must be verified and adjusted as nexcessi to °/4 inch (19.1 mm). The exposed end of the bearing pins must than be capped and sealed as recommended In the Pin Foundations published installation instructions. The minimum spacing of Me installed bearing pin piers is 3 feet (0.91 m) on center. 5.0 CONDITIONS OF USE The Diamond Pier DP -50 and UP 75 bearing pin piers described in this report comply with, or are suitable alternatives to what is specified in the code indicated in Section 10 ofthis report, subject to the following conditions: 5.1 The bearing pin piers must be installed in accordance with Me Pin Foundations, Inc. published installation instructions, Me IRC and this report. In Me event of a conflict between this report and Me Pin Foundations, Inc. published installation insUuctions, %is report governs. 5.2 Wood In contact with the concrete head and precast galvanized steel bolt must W protected against decay and subterranean tarmdas in accordance wnh 2018, 2015, 2012 and W09 IRC Sections R317 and R318, and 20061RC Sectors R319 and R320, as applicable. Compatibility of the concrete head and precast galvanized steel bolt with wood treatments not described in 2018, 2015, 2012 and 2009 IRC Sections R317 and R318; and 2006 IRC Sections R319 and R320, as applicable must be established based on a hent ICC -ES evaluation report on the wood treatrnent. 5.3 In areas requiring frost protection, exterior desks on bearing pin plers as described In Section 2.0 may be connected to and supported by a dwelling when improved by the code oMclal. See IRC Section R403.1.4.1, Exception 3, as applicable. 5A Frost protection for accessory structures defined! by the IRC is beyond the scope of Mis report, except hae- standing accessory strucWres constructed in Page 2 of 3 accordance with IRC Section R403.1 4.1, Exceptions 1 or 2, where host protection is not required. 5.5 The bearing capacity of the site soil must be determined in accordance with IRC Table R401.4.1. If presumptive soil capacity cannot be assumed in acoordance with the IRC Table Rl 1, the wtle official may request a soils report. 5.6 The capacity of the bearing pin plers to resist lateral and/or uplift loads was net evaluated for this report. 5.7 Use of the bearing pin plers where soil consWuents, changing water levels or other factors indicate possible deleterious effects on the pier foundation assembly, is beyond the scope of this report. 5.8 Use of the bearing pin piers is limited 0 sbucmres regulated by the IRC. 6.0 EVIDENCE SUBMITTED Data in accordance with Me ICC -ES Acceptance Criteria for Bearing Pin Piers (AC336), darted June 2016 (editorially revised April 2019). 7.0 IDENTIFICATION 7.1 Each pallet of Diamond Pier DP -50 and DP -75 precast concrete heads Is labeled with Me Pin Foundations, Inc., name and address; the product name (Diamond Pier OP -50, or Diamond Pier DP -05); Me evaluation report number (ESR -1895); Me manufacturing data and lot number; and the phrase, "Far Use with One. and Two -Family Dwelling Construction Only" Each bundle of bearing pins is labeled with the Pin Foundations, Inc., name and address; the product me (Diamond Pier OP -50, cr Diamond Pier DP -05); Me evaluation report number (ESR -1895): and the phrase, "For Use with One, and Two-Famlly Dwelling Construction 0i 7.2 The report holders contact informal is Me following: PIN FOUNDATIONS, INC. 4810 PT. FOSDICK DRIVE NW, PMB 60 GIG HARBOR, WASHINGTON 98335 (253) BSBd809 www.DlrHoundations.com FIGURE 1—DIAMOND PIER Di and DP -75 ICC -ES Evaluation Report ESR -1895 CRC Supplement Reissued December 2020 Revised May 2021 This report is subject to renewal December 2021. www.icc-es.org 1 (800)423-65871 (562)699-0543 A Subsidiary of the lntemational Code Councils DIVISION: 31 00 00—EARTHWORK Section: 31 60 00—Special Foundations and Load -Bearing Elements REPORT HOLDER: PIN FOUNDATIONS, INC. EVALUATION SUBJECT: DIAMOND PIER DP -S0 8 DP -75 FOR BEARING PIN PIERS 1.0 REPORT PURPOSE AND SCOPE Purpose: The puryose of MIs evaluation report supplement is to Indicate that DIAMOND PIER DP -50 8 DP -75 bearing pin piers, described in ICC -ES evaluation report ESR -1895, have also been evaluated for compliance with the code noted below. Applicable code edition: 2019 California Residential Cade (CRC) 2.0 CONCLUSIONS CRC: The DIAMOND PIER DPSD 8 DP -75 bearing pin piers, described in Sections 2.0 through 7.0 of the evaluation report ESR - 1895, comply with CRC Chapter 4, provide! the design and installation are in accordance with the 2018 lntemational Residential Code° (IRC) provisions noted in the evaluation report and the additional requirements of CRC Chapters 3 and 4, as applicable. This supplement expires concurrently with the evaluation report, reissued December 2020 and revised May 2021. recuse.�rWno. x.Mo.;, n,. �;;na<rd„neo,.wr..an sa'mn;,,da.. da,ro;me.;d.daa++P�baan�„m. �,dd. thyd Ard„o� .d,p ,..JnrK,oRnerrPondurxdn.reNomwrbrv�..e nen ..a,.o.n rn rtt'ewmd;msm,a. uc er"a,nr;rorm.d a nr(utlngordMr mm;;nm;ly, rryw arv;a ¢ry pro3v wvnelby;M MPon IN Is Copychl®2MI ICCEvaIwuon5oNm LLC. Nl Niftmaml PaW303 IN CHILDRESS �i i,,1 P r11 1rl,VCE3 October 16, 2014 Nexan Building Products, Inc. 1213 2611 Street SW Cullman, AL 35055 1101 NCeulns EW suile3000 wmrason. TX 1sae0 214.45111M]P 2144x18631 F Attn: Don Garrison Re: Review for Installation of Lockdry Aluminum Decking and Railing Works Railing Don: As you are aware, Childress Engineering services, Inc. (CES) has provided engineering calculations on numerous projects for Nexan Building Products, Inc. (Nostra) including the Lockdry Aluminum Decking product and the RailingWorks railing system In addition, we have reviewed the Lockdry and RailingWorks manufacturing material specifications along with the Certification Test report performed by Wylie Laboratories for both the decking and railing system Based upon the numerous calculations CES has performed for Nexan and based upon review of the above documents, the Lockdry Aluminum system and the RailingWorks is found to be structurally sound and in substantial compliance with the 2006, 2009 and the 2012 International Building Code as it applies to projects in Colorado. If you have any questions or if we can be of further service please give us a call We appreciate the opportun@yto be of service. IC Res i S mined, o H1�., �Ro :� 411483 �v Ton . Childress, P.E. S.E. sabxhk do %Nhea,,5v U m c Cabling ONO9 www.<aeH10be1.00m You are here: Home � Products P Decking o LockDry@ Waterproof Decking P How LockDry Works LO :KKDDRY LockDry Home How LockDry Works Features & Benefits Profiles and Specs Finishes Installation FAQ's Downloads How to Order How LockDry® Waterproof Decking Works of leaks that are typical with conventional roof decks. Sea Expanding a home's outdoor living space is a big trend, and so many newer homes have second or third level decks with space underneath that is basically lost. LockDry(R) Decking not only creates a beautifully finished and gapless deck - but when installed on a 2nd or 3rd level deck, the area underneath is instantly transformed into a dry outdoor patio, carport or storage. This allows home owners the added advantage of having more usable outdoor deck space no matter the weather. The uses for the area under your new deck are limited only by your imagination. Turn it into a game room for the kids, storage for lawn and garden equipment, or a second entertaining space with no worries With LockDry's powder coated aluminum construction, you'll never have to replace rotted, cracked, or warped board again. There is also no painting, staining, or waterproofing. You'll save time and money which quickly adds up over the life of wood and conventional roof decks. Lockdry@ works great for single level decks. The maintenance free finish is ideal for any environment. It stays cooler than most products in the Florida heat and is completely fire proof. It is also capable of supporting up to 240 pounds per square foot live load for heavy snow fall. Since the decking material is aluminum, it does not absorb water that freezes and cracks alternative decking materials. The seamless finish is also ideal for screened in porches. With LockDry® aluminum decking and railing systems from Nexan Building Products, Inc., you'll enjoy the outdoors as much as possible. A LockDry® deck is like adding an outdoor living area. LockDry® is available in six solid colors and a wood grain finish. A LockDry® aluminum deck will not only add years of beauty to your home, it will also add to your home's value. back to top Deck Profiles LOCtK U.S. Patent #5.816,010 Deck Profiles 6" SnRrER 1" -L MAIN 1 to Wheat,Q6 FINISHER 9 rl r-21/4"—rl 1 �1 l� 11I/2" TMdbMe EIXiET1eW " L ®�D H0X1'!B 010X11?88 1"'� TflM 3CNEW ft0"XNG flC11EW !1/TIINO "A Me nxwu E eTnm �SS"10 x 1 VT Screw SS #10 x 1'S""w ww(MAJOM for MOMI 0M51 6" SnRrER 1" -L MAIN 1 to Wheat,Q6 FINISHER 9 rl r-21/4"—rl 1 �1 l� 11I/2" TMdbMe EIXiET1eW " L ®�D H0X1'!B 010X11?88 1"'� TflM 3CNEW ft0"XNG flC11EW !1/TIINO hk LOCK PRY LLS.Paremos'surol4 Deck Components Decking Lengths Available Finishes Atcdawks 12'-2" White" 14' Edge Trim 14'-2" Light Gray 14'T -Molding 16'-2" Granite Grey 14' Flashing 18'-2" Golden Clay"' • Re-comall Good 20'-4" Buckskin Wood Screws 22'-4" Saddle Brown #10 x 11/2" SS Philips 24'-4" `Dakota Oak Wood Grain" 261 '20'-4" Maximum length for Dakota Oak Trim and Metal Screws 281 #30 x 1" Pan #2 Sq. Drive "Special Order Color. Call for availability. 30'-2" Color Matched Head Textured HAMA 32'-2" Powder Coat cial Order 34'-2" 36'-2" 38'-2" 40'-2" Decking Specs Mewed 5di aluminum. 35.000 me neld Strength. 1,000 psi average for mmpome decking malenals. • See:6"deckboaWmOth,l•thbk.slandarddeckinglegihsl2'to30'm2'Increments.(Amilablelnbngerlelggebyspeotialmder.) • From: Supeourable High nearly Polyester Powder Coat. • Salt Spun, Resistance: MeeU or excels specs MMA2604 • Outdoor Exposure: South Florida, meescrexceed55persAAMA2604 qkW heatA • Slain Resistance: Excellent U W • gin Resistance: Excellent Ba qC • Mar Resonance: Good #ding ONfi • Re-comall Good • Fire Ratings: Class A- Flame Spread value of"0"-'100 average for oomponter decking materials(Labodbry Floods AvalleMe) • Span: Recommended 1Z'-24"on bidder Won ceder max. Minimum V&' drop par bol in one direction of decking run and water unit, 3116' -114" drop per loot doomme ned. g deck has dips or low spots, mare shote a required. • Dancing malarial tested to 240 PSF live -load on 36" ceders. (Laboratory Fall Avi ilabb.) • 1000 How Salt Fog Tiler intramural on ACO Treated Lumber with W Effects. (Laboratory Fell Availete.) .�° Wheat Ra i �`�n9 iso RailingWorks® Cable Railing Technical Info • Material: Railing components are of 6005A -T65 Aluminum. • Finish: Durable high-density polyester Powder -Coat finish. Meets AAMA 2604 standards. • UV Stable Powder Coat. No before and after color changes found with most composite deck products. Most composite products fade more in 3 months than FBI's AAMA 2604 powder coat in 5 years. • Height: Standard heights are 36" (9) cables and 42" (11) cables. Alternate heights available by request. • Cable Spacing: Standard cable spacing is 3" inside. • Cable Components: All stainless steel cable components are 316 grade. Standard SS cables are 1fe" in diameter and have a 1 x19 braid. • Fabrication: All holes are pre -drilled for easy assemblyl • Fasteners: Stainless steel fasteners are used throughout the railing assembly. • Code Compliance: Picket Railings meet national safety standards and the 2003 ICC International Building Codes. Codes do vary by city and county and is the customers responsibility to ensure the rail system will meet local codes. • Load Testing: Rails are professionally tested by an independent testing laboratory and Professional Engineers to meet international safety requirements. Typical testing requires the railings to pass 200 lb. concentrated loads, 100 lb. per linear ft. and 50 Iris in a 1 square foot area of the infill. Visit the Downloads section of this page for more details. Alternative testing may be available. Contact us for details. • Maintenance: Railings may be washed as needed with water and mild soap. Do not use acidic solutions, harsh solutions or abrasive cleaning materials or solutions as they could harm the finish. • Additional information available upon request. RailingWorksm Cable Railing Profiles END rm 0 CABLE LlIa FITi1N5 315 3.6. 31 3/4' WlL VA9 R 4 3/j' NYLA VASE 5, 1H' WIT 315 U. P 3. /8' X19 M6 S TIVIADED TEMIINX 316 S.1 �zvr Lie WLM 1 RM• . rml Nnu w �Ll 1a Ma 4P mm"y1 �I 1116'�yly. RPI II4ZIF � 9nLYi LJ3 II[Rl Rl3$ \ RNVµ MR Wi ItlRd./4 .>4.1R.. 6tlt IMIe u 1f FPM H.@I �FM Y 1'O MRN Mat KBV I� 95I 6P mEv 0 �919Y11/Y �V.•.A•e MOIT W[V RA9 Y3 48V l° WBee`�'v U m 1(4' MECALUX y cucuLATION TABLES wiw e"_ �. 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Toi°oe"o"Uouln:ueo n ""mn+w"wo6°'°"fosoPlne a am 0 sn., wa ea TMe Wuap MlnmueNepu4BeaTL& MummiTte GOING Brw,Onel ane^w^%6741`111671 0uc Na,nW cwt mia el,Msy 671`6711«blarueeMq lmpml. rail Ames Meume Rut MNMn9 v •Dias anlS Mem wd8698 o9Bm9vv 676 omMamlw.0r4vv5ti50M nm,v6.voM�BM uie`0e°0theelrida onsormnZor6v1 •rolUq. weMS=.wnwan.rnw ae City of Wheat Ridge Residential Roofing PERMIT - 201801758 PERMIT NO: 201801758 ISSUED: 06/18/2018 JOB ADDRESS: 4585 Carr ST EXPIRES: 06/18/2019 JOB DESCRIPTION: Reroof remove and install IKO Cambridge Asphalt Shingles with 42 squares. House. Pitch 4/12,7/12,10/12 and 14/12. ***3rd Party Inspection Required*** *** CONTACTS *** OWNER (303)917-3113 BOYD JACKIE F/MICHAEL SUB (303)425-7531 Carolyn Dykhouse, Randy James 019983 J & K Roofing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 37,000.00 FEES Total Valuation 0.00 Use Tax 777.00 Permit Fee 580.05 ** TOTAL ** 1,357.05 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. 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. w City of Wheat Ridge Residential Roofing PERMIT - 201801758 PERMIT NO: 201801758 ISSUED: 06/18/2018 JOB ADDRESS: 4585 Carr ST EXPIRES: 06/18/2019 JOB DESCRIPTION: Reroof remove and install IKO Cambridge Asphalt Shingles with 42 squares. House. Pitch 4/12,7/12,10/12 and 14/12. ***3rd Party Inspection Required*** 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg 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 ermrt. I further attest that 1 am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit 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 original permit 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 code or any ordigance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature o=RM7in f'�fflcial - Date REQUESTS MUST BE E BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Lagenia Reimer 6 X 75' From: no-reply@ci.wheatridge.co.us Sent: Monday, June 18, 2018 12:41 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina 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 (enter WITH dashes, eg 303-123-4567) .___1 4585 CARR ST MICHAEL BOYD 303-917-3113 I Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed l 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 (enter WITH dashes, eg 303-123-4567) .___1 4585 CARR ST MICHAEL BOYD 303-917-3113 I Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract kathyv@jkroofing.com Yes BOYD CONTRACT.pdf CONTRACTOR INFORMATION Contractor Business J & K Roofing Name Contractor's License 019983 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) Contractor Email Address Retype Contractor Email Address 3034257531 13000 W 43RD DR kathyv@jkroofing.com kathyv@jkroofing.com DESCRIPTION OF WORK TOTAL SQUARES of 2 the entire scope of work. Project Value (contract 3.7000 value or cost of ALL materials and labor) Are you re -decking the No roof? Is the permit for a flat Pitched roof (2:12 pitch or greater) roof, pitched roof, or N both? (check all that apply) What is the specific pitc 4, 7, 10 and 14/12 of the PITCHED ro� How many squares are 42 part of the PITCHED roof? Describe the roofing 9 IKO Cambridge materials for the PITCHED roof. Type of material for the Asphalt PITCHED roof. Provide any additional House detail here on the description of work. (Is this for a house or garage? Etc) 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 pen -nit has been issued and posted on the property. I certify that I have been Yes authorized by the legal 9 owner of the property to submit this application and to perform the work described above. 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. Person Applying for Kathy Vendegna Permit Email not displaying correctly? View it in your browser. FOR OFFICE USE ONLY City f w d ���Wheatp,d COMMUNn-y DEVELOPMENT3 Building & Inspection Services Division Z (") 1 5 4,) 7500 W, 2e Ave., Wheat Ridgy:, CO 80033 Plan Review Fee - Office., 303-2:35.2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building er it Application Property address: SOS N. Prop rty turnertAlea a print : + + : r 1/17m303 Property Owner Emaik Wiling Address (if different than property address) Address: City, State, i Architect/Engineer E- ll: Phone Contractor: Contractors City license #: Phone: Contractor - ifAddress: Sub Contractors: Electrical: Plumbing: Mechanical: Wk City License # W.k City License # WR City License Other City Licensed Sub: Other City Licensed Sub: City License # City License Complete all information on BOTH sides of this form $ y <2■?r:: .w w,_a.a.: $ y :._a , rv_.. ..: »f*■< $ »:� � « \* y \\�� \� \:\ %2 ■ < */\-�� \ \� e� %\ $2a\?-\\�»» /■\^ ���:#�\§��-,#©\ $���■�\� /^f#�\:■\ $ y /»� \ \\�:: w B■� /���-�\}»\\^~�� \/^\^.� , \�\\\\^, . » :. Sq. FULF 2 \ » . . y a ° 2 6 \ .: \\ 2: \ km < \ \ \ mA?�a ares d^«^2 \^ Other tl.ud i� ne.M i^^a °n.✓ "�wr' :.,JR� �} gi�pp fn wwJ pwd 1wV Y"w.4 .. p ry w 0 dwM1 r` ..., >"y" I ma 0 INSPECTION RECORD I oaDr.v, —TvnP OC( FINALS Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. 1 II A; /b Plumbing INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR NITIALS ..I .COMMENTS: Footings /Caissons Building Final Stemwall / (CEG) Concrete Encased Ground Fire Department Reinforcing or Monolithic R.O. W & Drainage Weatherproof / French Drain INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD 1 BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping Sewer: Service Lines * "NOTE.` ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED.:FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE :AUTHORIZATION OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. , Water Service Lines =: POUR NO CONCRETE UNTIL:ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating: (Underground) DO NOT POUR FLOOR UNTIL ABOVE .HAS BEEN SIGNED ROUGHS Sheathin =Service. Lath / W Mid -Roo ElectricaRough E Rough P Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing' Insulation Drywall Screw FINALS Electrical 1 II A; /b Plumbing Mechanical Roof Building Final Fire Department R.O. W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD 1 BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping * "NOTE.` ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED.:FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE :AUTHORIZATION OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. , T ?10 IJOV.CU I . t 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: i/: °e Permit Number: ❑ No one available for inspection: Time /0 /f AM /PM Re- Inspection required: Yes No When corrections have been made, call for re- inspection at 303 -234 -5933 Date: G/ -e & U Inspector: DO NOT REMOVE THIS NOTICE " 1 City of Wheat Ridge 100816 ISSUED: 04/0 4585 CARR ST EXPIRES: 09/2 Install 5.92kwPU system USE: UA ilr nnu /Y:nmu . n?/ fARY ESTIMATED PROJECT VALUATION: 30,000.00 FEES 1.Solar 500.00 r2 ation .00 500.00 `we~mr mply w/2003 IRC'& 2005`. NEC. field inspections. manufacturer specifications. not solor panels will limit the roof structure to a single layer of nd roofing. for work under this permit. date placable. all 3 on this other s ofthe'. ole stion' msaa City of Wheat Rdge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Off' 303 235 Date: Plan # Permit Ice. - -2855 Fax: auo-237-8929 Inspection Line: 303-234-5933 Building Permit Application projerty_ABd►ess: qSdS / (G~~ S+ (Nt ~YC~2~ Property Owner (please print): ( ~m Pho Mailing Address: (if different than property address) Address:n City, State, Zip COt1tY8C'tOt±: Contractors ~ 4_40 v,ze s -c' /'V' License #i Plumbing: Phone: 303 - C 3 3 _ ~dV__ Mechanical: City License # City License City License # DesCrtption'~of wor~a Z)L~ l vM~s IG~~~, fV 4,11 J ( r7 (F~~ IwUMt 1 ~~f r Ul G~nnG(4ct~ ontract Value: Lsc 50, 000 Review F7Teeer -(due at time of submittal): Squares BTU's Gallons Amps Sq Ft. $ 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 I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform. the described work and am also authorized by the legal owner of any entity incl nr, this application to list that entity on this application. CIRCLEONE: (OWNER) /(CONTRACTOR) r (AUTHORIZED REPRESENT TL E) of (OWNER) ONTRACTOR PRINT NAME: C:.~ •GO~T ~~-el- SIGNATURE: DATE: ✓ t r~ 1 r r era, u T 4- d v~r: r" ~r v s ~ v 2 y > i 'ti''rr4i3 f v v 7~iu ; ~ wRr .G ru,umv 4J'~~N„a5l✓ >xu~5~` ~ ~v'+r vv ~ ? ~ONING COWIMJ=NTS 1 r ~ /~`r.? `r~~ Div i' s~ ~'~"p K, l' x x~ rC'"! ii7 a ti RBV eW Y u v `r r x » y ✓ u .l .z u ~ r~/{ y r i ~ ~ r,.~s.,a.+~rv,:~ ...v u ~ y .~BI7ILTJING.D7=PA72TMFNTf`(iniin9iFiuTC s,u>. ,.._r`,.r, j. s''~....~ ° ~.i„r~~e~✓.E~~~~P v:. ~~.~A.~'%:.r~rti. ~.,w F,v°('„Svc{~ 4 ~r'~. rf::,~?. u5}ZjeVl i r ti SFIREI M!31TfN Bldg Valuation: J Boulder Denver San Diego Winter Park CIVIL & STRI December 2, 2009 Lighthouse Solar Doug Claxton 2438 30th Street Boulder, CO 80301 Reference: Addition 4585 Ca Wheatric Project P Dear Doug: At your request, a rel and the proposed su • Site Data: o Wir o Snc o Buil • Collector: L • Support Fra o Unii • Anchorage: o (2) 1 The existing pre-enc 30psf snow plus 15F roof sheathing and rating of the trusses. Please feel free to c( Sincerely, Ascent Group, Inc. Andrew C. Kelsey, Principal :TURAL ENGINEERING ~~oF WH CotoRN Wheat Ridge Building Department APO pproved 'PV Modules to Existing Roof ILD G OFFICIAL AT St ;I Validity of permit: The issuance of a permit or approval of plans, specifications e, CO and computations shag not be a permit for, or an approval of, any violsdon to say of the provisions of the building code or of any City ordinances. .B09187 pulsib pm umingtogiveauthoritytoviolateorcanceltheprovisionsofthe Building codes or other ordinances of the City shall not be valid. ntative of Ascent Group, Inc. has reviewed photos of the existing home and roof trusses system for the solar collectors and we have the following comments. 100 mph, 3 second gust, Exposure B 30 psf g Code: 2003 IBC os - weight 34.1 Ibs each Aluminum Standoffs and Rails RSS 5/16" diameter by 3.5" screws per standoff base into existing trusses - 4ft oc max =ered 2x4 trusses were installed as part of an addition in the 1980's and should be rated to dead load top chord loading which is standard in the area. If so, assuming a single layer of )fing, the additional 3psf (weight of the modules and frame work) should not exceed the our office if you have any questions. .R•~rG/SAC 272Q2 ° ✓✓/rfssJOtV AL~~ APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date: 4110 Signed: Plan checker ASCENT GROUP, INC.I • 4909 Pearl East Circle, Suite 201 • Boulder, CO 80301 • 303.499.3022 • fax 303.499.3032 A N 00 0 Vt CD d ~ L (a C) DD CO C7 CL O W O O W W < fn °n v O N C7 n (D m A M fTi N N G) A4.~o < J DD ~ N D_ O O pt S cfl D O O 00_ C O N C (D 0) u 00 CD D) N 0-0 CD I I O D n (D cp D N (D n # c w~ 0 cn w CA w m~ Ow rn Cl) O OD w W w w A N rn 1~• p 0 O C CD N 0 C /D W Q 3 O C W m N 0 O ? CO A > m o O D 0 o v a.Dm <M d O CD `O' 0D~ CD z 0 C) W M. O d) OG 3 O 0 O j N O CD = O (D N O m n D. I O T N C i OZ ' O N 4 ~ o0D M D c 0 a O E CD O M . 0) Q D ;I II 0 01 O O P ~ ~m, Z N I I O O ~v g m g 0) O- N O O O 2 N a ~ W n C N M o: (D O 0 S p ' rt u _ W Q, ~ : N m C) 4 CD N ' D !D N D X 0~ v n O O (DD D .o 9 e Ned. Pa„~f Z X W K X X w Ei.CL ~nam O 0 a m m m m C 0< o c 0 r" 1 a C) (D co < CD ui ~p A CNO N ~r C:, co NENnD<<Dm AD < D T 0) OL G O. c C O D CD g ° v9> O. o O N 7 6 N N T L n 6 N >N.. w N cjl C O O W d 3 rmv DCn M 0 o m- K m a rn m m ° oo 3 6 m ~C W'm c y w0 ccoo~ G O O N D D 3 a D) o v O n O O O' 3O)N d <D fn p v O > CD o Ll O' O 0 O N N j 0 0 0 V O O 0 O .00. O -0 w O F. ~m° N ? O 00 N O 0~ W D O 00 U Z ?07'9o Z G m 'o n D n m o 0 o 00 0 0 ? ((D fD ~ O. k. f e" n a i'rP C' " f + T z r T: v SUNNY BOY 5000US/6000US/7000US / 8000US The best in their class Our US series inverters utilize our proven technology and are designed specifically to meet IEEE-1547 requirements. Sunny Boy 6000US, Sunny Boy 7000US and Sunny Boy 8000US are also compatible with the Sunny Tower. Increased efficiency means better performance and shorter payback periods. All four models are field-configurable for positive ground systems making them more versatile than ever. Throughout the world, Sunny Boy is the benchmark for PV inverter performance and reliability. • Highest CEC efficiency in its class Sealed electronics enclosure & Ideal for residential or commercial • Integrated load-break rated OpticoolT. applications lockable DC disconnect switch • Comprehensive SMA • Sunny Tower compatible • Integrated fused series string communications and data • 10 year standard warranty combiner collection options • UL 1741/IEEE-1547 compliant THE STANDARD IN PV MOUNTING STRUCTURES" SOLARMOUNTa Top Mounting UniRac Grounding Clips and Lugs Installation Sheet 225.1 ~ WISi Nib ..Figure 1. Slide UGC-1 grounding clip into top mounting slot of rail. Torque modules in place on top of clip. Nibs will penetrate rail anodization and create groundingpath through rail. Figure 3. Place grouding clips, lugs, and copper wire (6-10 AWG). Place a loop in the wire around splices to prevent tension. Be sure wiring between rails is not taut. KEY PV module a SolarMount rail (any type) A Rail splice x Grounding lug MOR Grounding clip Copper wire UGC-1 Figure 2. Attach lug to top slot of any type of SolarMount@ rail by one of. T O thefoliowingmeans: us Standard method (serrated nn'ta uolard46) orplain lugs)-If rail is anodized, bare the aluminum by flding or scraping at lug attachment b contact point point. Slide bolt head into Top? upper slot andfasten lug mounting with r/a-20 nut. clamps LSE Alternate method (serrated 9odule lugs only)-Slide bolt - ' head into upper slot. Bolt lug and tighten r/4-20 x x nut su icientlyfor lug T -bolt serrations to imprint rail, thus penetrating anodizing. (Verify thatyour local UGCI.a-i .a coding official accepts this 9 method. It has been tested M with the top mounting slot of SolarMount@ standard, k 1 11D, and light rail. It has mt@ rail (any type)not been tested elsewhere.) 1 I -4 1 i Single grounding Altern wire for entire array for in- Clipsand lugs are sold separately. UGL UUCSA listed mp~ Serrations © 2007 by Uniliac, Inc. All rights reserved. • 11 UniRac welcomes input concerning the accuracy and user-friendliness of this publication. Please write to publications@unirac.com. SolorMOUnf@ rail zany type) Installation Manual 907 Thank you for purchasing a UniRac product. Please review these instructions completely before proceeding. 7-inch lengths in each Shaft 't zinc plated steel thru 24 " 8" `"';Y rqP. e-, Flattop 1-piece. 310009 15/8" + zinc-plated steel thru 16 e FI ID nk-c"' Use Components Use only with SolarMount standard or HD rails. • Welded standoff " Secure to rafter with 2 lag screws at opposite • 2 lags, 51i8 x 3li2 * I corners, orienting the flange parallel to the rails. Use with SunFrame, SolarMount standard, or • Welded standoff SolarMount HD rails. Secure to rafter with 2 lag • Bolt, 3/8" x 1 114- screws at opposite corners. Secure L-foot or • Lock washer, 3/8" installer-supplied strut directly to standoff with • 2 lags, S/16" x 3112'* standoff hardware. Flat top 2-piece 310027 11/8" Use with SunFrame, SolarMount standard, or • Shaft aluminum thru 42 SolarMount HD rails. Secure to rafter with 2 • Base assembly lag screws. Secure L-foot or installer-supplied • Bolt, 3/e" x 1114" i - strut directly to standoff with standoff hardware. Especially convenient when installing over • Lock washer, 3/8" • 2 lags, S/ib" x 31/2" 11 g a tile roof because flashing can be precisely fitted over secured base prior to installation of shaft. * A lag-bolt removal credit is available wherever an installer prefers to substitute a different lag bolt The installer is solely responsible for determining wheth- er lags are adequate to handle live and dead loads under wind conditions at the installation site. Wind loads and lag pullout capacities are addressed in Code-Compliont Planning and Assembly manuals for SolarMount (Installation Manual 214) and SunFrame (Installation Manual 801.1 or 802). Flashings for flat top 2-piece standoffs (0/8- O.D. shaft) (see illustrations, p.2) Part no.* Dimensions Collared, galvanized All metal, aluminum All metal, self aluminum *Packs of 12 (lashings. Flashings for flat top I -piece standoffs and raised-flange standoffs (I5/e" O.D. shaft) (see illustrations, p. 3 ) Part no.* Dimensions 990109 8.75"" x 12.5" Collared, galvanized 990101 8.75" x 12.5- 310044 9""x 12" Collared, aluminum 990102 8.75"x 12.5- 310045 18" x 18" Collared, soft aluminum 990103 18" x 18" *Packs of 12 fleshings. Standoffs and Flashings 41 CITY OF WHEAT RIDGE Building Inspection Division 111107 (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:s Permit Number: _I i"7 w- OZ Z-A DQL- 27-LE-7S No one available for inspection: Time PM Re-Inspection required: Ye No When corrections have been made, cart f~ re-inspection at 303-234-5933 Date.i- ` s Inspector: E DO NOT REMOVE THIS NOTICE e ! o CITY OF WHEAT RIDGE j ° Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Far INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time 40./ 9- AM/PM Re-Inspection required: Yes z 4o) "When corrections have been made, call for re-inspection at 303-234-5938 Date:/ Inspector /tic«G - E DO NOT REMOVE THIS NOTICE t ♦ i CITY OF WHEAT RIDGE r Building Inspection Division I (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: _aw112ie6i)f Job Address: f!SS?s 57 Permit Number: lGn75 r sf�r '1a��/ dF l2�zY ��G'€vri7 v( 7 -V ❑ No one available for inspection: Time PM Re- Inspection required: Yes'' No When corrections have been made, call for re-inspection at 3o3- 2345933 Date: c /o _ Inspector: ��� DO NOT REMOVE THIS NOTICE " ' City of Wheat Ridge f Residential Roofing PERMIT - 100797 PERMIT NO: 100797 .ISSUED:.- 03/30/2010 `JOB ADDRESS: 4585 CARR ST :EXPIRES: 09/26/2010 DESCRIPTION: geroof 18 sqs ~j, CONTACTS 'owner 303/421-2265 Michael Boyd V.sub 303/339-8406 10-0099 Energy Research Group K-:**.PARCEL INFO ZONE rCODE: UA FUSE: UA SUBDIVISION:' 0236 'BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 5,680.00 FEES Permit Fee 162.90 Total Valuation .00 Use Tax 102.24 U TOTAL 2 6 S 14 TRA 47 -77 onditions• nail installation mid roof in han a 1/2 of an inch apart requi ater shield required from eave e -inspection fee c wood overlay on entire 21 inside exterior wal secured in place for ing spaced more oof. Ice and ***Contractor npsections. It on to insure will be assessed. v permit application are accurate, and do not violate applicable or covenants, easements or restrictionsof record; that all I have read and agree to abide. by all conditions printed on this ance with the Wheat Ridge Building Code `(I.B C) and all other f t. Plans: subject to field inspection. a~ set forth in your application and is subject to the'.. laws of the ing Codes of Wheat Ridge, Colorado or any other applicable quests for an extension must be received prior to expiration he Building Official. a fee of one-half the amount normally required, provided no nd specifications and any suspension or abandonment, has not sion or abandonment exceeds one (1) year, full fees shall natural flow of water causing a drainage problem. r (24) hours in advance for all inspections and shall receive 1 h successive phases: of the job. specifications shall not be construed to be a permit for, nor ilding codes or any pother ordinance, law, rule or regulation. ate UILDING OFFICE': (303)235-2855.: Y FOR INSPECTION THE FOLLOWING BUSINESS DAY. L I d 6y 7~City of y y I le2t l e Date: COMMUNITY DEVELOPMENT Plan # Building & Inspection Services Division Permit # 16. 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application Pro~}SertyAddreSS~ ~J(~;~ 142-~-' Property Owner (please print)`.6 y d irn i C (A e d- Phone: Mailing Address: (if different than property address) Address: 14 City, State, ,Zip: l j in Pc~ fL `-U goo Contractor: F; I') V Y' C. c-f 0 1 ~`P 5ea Clt, r CO c 9 7 8 2 2 ~J Contractors City License o yl Phones -E30 (l ~~up;uugxrac[clrw} Electrical: Plumbing: City License # City License # bescrtptlon %of work: p (Lao 1 `Z~y7°_2_. vvlcL-~ef•+~c.t -a0 y C4 2 0 LA3-e~s. 11~ p I(Lyt-19 Mechanical: City License # Contract Value: I Review Fee (due at time of submittal): Squares -j 4, BTU's Gallons Amps Sq Ft. L $ 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 I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this. application; that I am the legal owner or have been authorized by the legal owner of the property to perforn. the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this. application. CIRCLE ONE. (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATI E of (OWNER) (CONTRACTOR) ss~~ PRINT NAME: ~~~2' ) GL &,Q ,4?/9LSIGNATUR DA ~ Bldg Valuation: r"""""1,,,,,,,,, ''!''''''.'''' ,""r""",,,,,,..,,~,",,,,,,",J;j;J~I~,,~,~ III",,, 'I""""'''''' "" """",,, "",",'>'"", ""'",,' ,/""""""".,,,,,,,,,,4k,,,,,,"!"',,,Im,,,",,,,"'J'''''''''''''''l''''' , . Ji;"ARtr.ftE,NT OF ,Pt..ANNING 0 DEVELOPMENT Building Permit Number: 5300 ... BUILDINGIN$PJ;CTION 01 ,ION - 235.2855 CtTY()F WHEA lOGE Date: 6/19/97 7500 WEST 29TH 'ENUE WHEAT RIDGE, C 80215 Property Owner: Property Address: 4585 CA Contractor license No. ,: 17796 Company: Roger Lo er Phone: 422-8500 Phone: 422 8500 R/CONTRACTOR SIGNATURE OF UND TANDING AND AGREEMENT y certify that the. setblIc;k dlslanc:es proposed b not v~_ppJicaJ)1e ordinlllKlllS. rules or reg nls, ea.e~ Q1' restrlc;lfons of record; that al re accurate; thlll. t~v. felIlI and a9ree to abi lion, and \Il4lt_$$lUI1ft full fftSPonsibility for ,B.C.) and atlQll\er~ppliceb18 Wheal Ri 0 RXCQNTRACTOR)$IGNED Total: $25.00 $22.00 $0.00 $0.30 $22.30 Construction Value: Permit ,Fee : Plan Review Fee : Use Tax : SIC: Sq. Ft. : Approval: ccupancy : Walls: Roof: Stories: Residential Units : Mechanical License No : Company: ieal License No : any: ation Date: val: Expiration Date: Approval: . This ~itwulssued fn.lICCOfdahce with the provis RegulS1iOnB an4BulldIng.Code ofVl'heaI RId~e. Col Thl$ permi!5ho"""",," K Q\) \110 \110!1< authonzed is allandonod.fQr a """"" of' 1~o days, If 101$ permi!0X/lk00. a _ pannlI may ba acquired original plana. and; ~ons. and any suspension exceedsone(1}~. fUUfeesahalfbe paid for a n No work of any manner shllt bit dOne that will chang Contraclor _ hOtifl/ tI1&,8u1ldi"$lna_ twanty, P/OCAledijng WltlIaucCOaaive_ of lhalleob, , The issuance Of a permit 01' 1heapproV81 0 drawings ~a ~:2:~r;rol Chief Building Inspector THIS PERMIT VALID ONLY WHE CALL: 234 , set forth in yopur application and is subiectto the laws of the State of COlOrado and to the Zoning or any other al?plicable ordinances of the City. . mmenced within sixty (60) days from issue date Of (8) the building ~ is suspended or fee of one-hatf the amount normally required, provkted no changttI have been or wfll be made In the bandonment has not exceeded one (1) year. If changes are m8de-or if suspensk)n or abandOnment ~, natural flow of water causinSJ a drainage prob4em. (24) hours in advance for all inspections ai'Id shafl receive written approval on lnspectian card before specifications shall not be construed to be a permit for, nor an approval of, any vloIaUon of the provlslons regulation. IGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR 33 24 HOURS PRIOR TO INSPECTION Ui::PARTMENT OF PLANNINL ~-\ND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: /'^ 7500 WEST 29TH AVENUE .. WHEAT RIDGE, CO 80215 ") / // <2;)' ,/ '7 Property Owner: Property Address: Contractor License No, : Company: ;Y/ Ii, [ !::C'(i p C II I;' Y Phone: 1/51; '5 177'-/( .~ (';J.e, ~ l.:>-(~-Ic ''... Phone: // J) /,/-<.,,....... (',~ .\ /) '" (. (I OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: 95- 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 resPO,.nSibility for comp,liance W,ith the Wheat Ridge Building Code (U.B.C.) and all other apPlicabr~ W:~~ij.idge ordina:<</pr w.ork under thi~;ermit. ", (OWNER)(CONTRACTOR) SIGNED /: (' iii, //, 't " 1'/' i DATE ~ , ./ Total: Description: )I'~ Ii, / /u /l1'/ / / ,") r J'. / /;: {/ ' BUILDING DEPARTMENT USE ONLY ZOhlf1-g~.omnmm] Approval: Zoning: Biil((llilMCommentS:l Approval: R.D.tilR3WlJ1t<stu"mlUen~ Approval: Occupancy: Walls: SIC: Sq, Ft.: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: I!I . c'~, D.:! , Expiration Date: Approval: . lP.llIlI'IlImIUlliJlI Expiration Date: Approval: Expiration Date: Approval: . . C ' !fJ~;U:J!JD. .( (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Re,gulations and BuildinQ Code of Wheat Ridge. Colorado or any other applicable Ordinances of the City. This permit shaH expire If (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned, for a period of 120 days. If this permit expires. a new permIt may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has nol exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing With successive phases of the;'Ob, The issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of. any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. 14) 5) (6) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION