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2831-2833 Reed Street
The City of Wheat Ridge j���+� ( r/ibird Party Fonn `Check List iMp� Address 7�� 7 2�/l 7 X Permit Kkmzb f Permit issued Lute Owner hyforon Property Owner Inforrnafion Cl E l Property Owner Address tnsor SIafiement and Ackrww�dsrement I hearby admowiedge the roof I am irk Is 6/12 or Over. Aff roofs that are under 6112 must % knpected by the City of WfMat prdge Mift Dept * I hea ft adeno ledge the raoft sy-Mem flor the refers MAdhV has been knpecied and found to be in ootapiiance with theminimum requirements of the 2412 IRC and 2442 IBC as WOR as ad CRY of Mae Ridge Poems and Procedure aril Mwu9t timer's rocomtrr@titiafigl'�et`af'itxitiOriS. t f tnspecftr< Dat s. j2 3 ); 'iLTLI 1 V74 L i. = f f. - +•vC:-t f +I s. s _ __ s _: s+i♦ Fs ,.._ _ thecwBtdft fist must be aAwffied c. a -: •s r•.' �-t,o-r� � hveeflon. # : t off in person Perrmt Munter! t • 7500 2M Ava Wheat f f f:eCo i i I]raft mate_ 7/2&17 ''tease add nate to reverse side I he CRY Of Wheat Ffte inSPSCUon Check list notes Mid -Roof Sbuckffal f i componerft Crh*aft and saddles where needed boot - a vat H=is of 4x4 plece Per 1 i Ice and Water WUeW 2' m to `i. �i MOW i, .# . heated -t '_' .� ' ` - = of overlap �� iF ?iL - 1 ,i . i.l,- e>die: ;! ckma min 2 --pea roof deck DMmdgq,,RhO be -a-mr - v.-.� 12. Oc -90 Le roff ! _iIxtbe VOW in roof Sbpes kme then Z12 ::!'}•' .s► !=-f'-fs! F 1{' w 'moi i W i+ open on 11 -pa _s - •+c:I, .-. •t _ D Fa Above mof kmuja#On R-25 # is `` OPS 1A-12 slop. 0 FQ P.W El_ + - 7► s'`s be v`?YIf1=3 a a4, Drdeme nunu jr Baftw the em 3 k#er forai e� Mat on Pow Faft r`ie i:t - £t !J r f 112 Wt Do his" ta Tr*L4 *rt i Iit{ Washi -der - t Mle Omft., Ig RIbr { � -- _yam ` s t f -� B : - t � t � _ FW !' ' -1 '{ 1+.i7 ! tJ -r :s a ~' _ M a n*L 2-1&12 alone + a::- s ; } ❑ /A 0 Paz ❑ Fa riA - 0 Pm O FM 0 W ptgss - IIFm R Q pass O FN ."_+ 'VA Fm LIFig v4m P__m Dna OWA Pass OFaII Q WA Pass El Fm El WA EJ AQ 0 AVA Gtr 0 Fm El SIA Pass ElFaa 0 W OFM i/�Ae � 0 Fm 13 WA �t'� f_..E WA pass 3aWA Pam ElFaff I he CRY Of Wheat Ffte inSPSCUon Check list notes Mid -Roof Sbuckffal f i componerft Crh*aft and saddles where needed boot - a vat H=is of 4x4 plece Per 1 i Ice and Water WUeW 2' m to `i. �i MOW i, .# . heated -t '_' .� ' ` - = of overlap �� iF ?iL - 1 ,i . i.l,- e>die: ;! ckma min 2 --pea roof deck DMmdgq,,RhO be -a-mr - v.-.� 12. Oc -90 Le roff ! _iIxtbe VOW in roof Sbpes kme then Z12 ::!'}•' .s► !=-f'-fs! F 1{' w 'moi i W i+ open on 11 -pa _s - •+c:I, .-. •t _ D Fa Above mof kmuja#On R-25 # is `` OPS 1A-12 slop. 0 FQ P.W El_ + - 7► s'`s be v`?YIf1=3 a a4, Drdeme nunu jr Baftw the em 3 k#er forai e� Mat on Pow Faft r`ie i:t - £t !J r f 112 Wt Do his" ta Tr*L4 *rt i Iit{ Washi -der - t Mle Omft., Ig RIbr { � -- _yam ` s t f -� B : - t � t � _ FW !' ' -1 '{ 1+.i7 ! tJ -r :s a ~' _ M a n*L 2-1&12 alone + a::- s ; } The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes pany Name.- Inspector ame:inspector signaWre: Date of Inspection: The City of Wheat Ridge inspection Check List notes Final Roof Roof inspection Q N/A Q Pass ❑ Fail NIA Q Paz Q F.1 Structural roof components Q N/A ® Pass Q Fail Verify that no more than 2 layers of shingles exist NIA P Q Fail dashing for roof and walls El l Pass Q Fait if neve sheathing is installed verify that it is listed in the WA Q Paste Q Fail permit description {Valuation must be adjusted} Ve* sheathing nail Daftarn � � �"�! X 1pro�dtil�) Nra i3 Pass Q ratr Crickets and saddles where needed NIA Pass Q Fail Verify $ vent must have boot saltie gauge as pipe Q N/A ❑ N/A Pass Pass ❑ Fair Q Fail Verify vent caps Verify no flashings are damaged or rusted ❑ wAll A-� r=ail Q Step flashing shall be min- of 4x4 piece per shingle N/A EPass Fail � F.1 Verify scuppers allow for roper drain � l� ge I{� and water shield 2. in heated wall spaces ❑ NIA Pass ❑ F�� U nderlayments must follow 2012 IRC 12012 IBC Ll NIA Paz Q Fail Verify roof slope for proper drainage ❑ N/A 13 Pass ❑ Fail edge shall have min of 2" overlap 0 N/A C1 N/A �9 Pa' 2 � Q Fail ❑ Favi Drrpedge should extend down ruin 2 ock 12" OroofC Cdpedge shall be mechanicaly fastened aN/A Q Pass ❑ Fall 90 LB roil roofing shall not be applied to roof slopes less than 2:12 slope; Exception: detached gavages, Patios, carports, open on three sides with min. slope of N/A N/A Q >a Q Pass [j Fail ❑ Fail 1:12 Modified Bitumen, EPDM, TPO ruin slope 1/4:12 slope Above roof insulation R-25 N/A N/A Q Pass Q Pass n ray Q rail Below roof residential R-38 Below roof commercial R-32 N/A ❑ Pass ❑ Fail Modified Bitumen, El'DM. TPQ ililrl Slope 114.12 slope must be installed in accordance with the manufacturees -specifications - k4ust have manufacturers letter of Metal Roof Shi warranty with the address on the letter for final inspection m—L. WA ❑ Pass 0 Favi mments Notal roof shingles shell not De install Qn §jQ po 1000 N1A El Pass Q Fall Metal valley flashing shall be the NIA Q Pass 0 Fail same material as roGf Metal valley flashing shall extend a min of 8- from the Gentarline with a min. of 3/4 n high splash diverter rib built-in at the flow line with sections overlapping a 'lie hoofs ire ulrerna ruin. of 4" ents ❑ N/A ❑ P.. ❑ Fail Clay and concrete file shall have a min_ 2-112:12 ski Sipes 412 and under require double underia li+'nertpe The City of Wheat Ridge Inspection Check first notes Final Roof Company Name: Inspector signature: Date of Inspection: PERMIT:aj ADDRESS: �� �.� JOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading -�?/-1 323 Miscellaneous Final Inspections Date Inspector Initials Comments f , Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial inal Roof -�?/-1 inal Window/Door E411 andscape/Park/Planning* 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection 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 inspections are completed by the Fire District and Electrical low voltage by the Building Division. INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT: ) ' ADDRESS: JOB CODE: Do Not Pour Concrete Prior To Approval Of The Above Inspections ,Underground / Slab Inspections 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 1205 Plumbing Underground Ext. Date I Inspector Initials Comments 206 Water Underground I I I Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections SEE OVER FOR ADDITIONAL INSPECTIONS Date Inspector Initials Comments Foundation Inspections 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections ,Underground / Slab Inspections 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 1205 Plumbing Underground Ext. Date I Inspector Initials Comments 206 Water Underground I I I Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections SEE OVER FOR ADDITIONAL INSPECTIONS INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT:'',' C``1. ADDRESS: `��.� C�% JOB CODE: Foundation Inspections Date Inspector CommentsInitials 102 Caissons / Piers 302 Wall Sheathing 103 Footing / P.E. Letter 303 Roof Sheathing 104 Foundation Setback Cert. 305 Insulation 105 Stem Walls 306 Mid -Roof 307 Metal / Lath / Stucco I,2-sS- 106 Foundation wall Insulation 308 Rough Electrical Residential Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground 1 Slab Inspections Date Inspector CommentsInitials 201 Electrical / Cable/ Conduit 302 Wall Sheathing 202 Sewer Underground Int. 303 Roof Sheathing 203 Sewer Underground Ext. 305 Insulation 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 306 Mid -Roof 307 Metal / Lath / Stucco I,2-sS- 206 Water Underground 308 Rough Electrical Residential Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector CommentsInitials 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco I,2-sS- 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT:'Qo'-�L g ADDRESS: ,� g 3 `2.���' JOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 111 f , 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 111 f , 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. /Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection 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 inspections are completed by the Fire District and Electrical low voltage by the Building Division. The CY of Wheat Ridge Third Party Foran Check List PropedyAddress 3 2±!:2 s -r Permit Number _ o� D 17 61 11 Y Permit Imied Date Owner Ird'ormation Property Owner Information (( Property Owner Address 1�`h 5 Inspector Infonnation Inion Company Inspector Name h'ispector Statement and AGIumMecluement I hearby acknovdefte the roof I am inspectim Is W12 or over. All roofs that are under 6/12 be kmedhed by the City of Whim Ridge Buk tg Dept * I hearby ac knowledge the rooflriq system Ibr the referenced building has been Mspecfied and found to bs in campi=lance with the minimum requirements of the 2812 IEC and 2012 IBC as well as all Cfty of Wheat Ridge Policies and Procedure and ManuftAtzeft Inspector: �!rl "``1 ci17 I�1 //,7, /+c ✓i Bate: �2 wledgement my conseritforthe`+[e. ffliVd-party Inspecdoncompany(a a '.' my •'o i -f :Mgas Prqxqy Ownedftwit�/ 77 as fhe W" dmck flat- 11v-1�1111• t` Drop off in pers-M Permit counter 2nd floor 75MW_2mAve Wheat Pidge CO 800n Dry DSW MM 7 ohme ache rye to reverse side G'SIA VIM Q WA, Q WA jj0 WA L� PWA WA El D WA 0 WA n WA 0 WA 0 WA Q SIA M- D- lux -M El -P= 0 Pam 0 Pim 0 pas 0 P -w Fa 0 r 0Fag U Fea 0 r 0 Fad 13 ra Om Q Fag FaH o ta Man CIFQ �D7 ra L1 Fa � D Fa S�El ftiL i gip, ti,t•�- �,t.slr. f# t_ 't 3::a t _:t t � to �-f ! - � •i t;i _ ; •-.1• f`1 .[!•#`- s►,#=-!'i�! i �t•"7: Fri �=i t �: i•e - ..i t t -. - It T a- t-ip ='; ii i TPC) nm SOP U4.12 3kpe bPecOcanor A&W tmve tra .f � fjmi - �•il ^rte!: I,1==,t1€ =-- i:-- ar for AnW kmPeWon S Mewroof .: it T ' 1 tl } t•- maw - Tt is 3.112 0 ran �i _.t fi i --^ _ice - RW" ti ri ; of r • i } - rftt' _ e' a a = MNL B 0 N/A 0 Pa ❑ Fad 0 Pass Fa 0WA Q � - II� a Qpm OR@ G'SIA VIM Q WA, Q WA jj0 WA L� PWA WA El D WA 0 WA n WA 0 WA 0 WA Q SIA M- D- lux -M El -P= 0 Pam 0 Pim 0 pas 0 P -w Fa 0 r 0Fag U Fea 0 r 0 Fad 13 ra Om Q Fag FaH o ta Man CIFQ �D7 ra L1 Fa � D Fa S�El ftiL i gip, ti,t•�- �,t.slr. f# t_ 't 3::a t _:t t � to �-f ! - � •i t;i _ ; •-.1• f`1 .[!•#`- s►,#=-!'i�! i �t•"7: Fri �=i t �: i•e - ..i t t -. - It T a- t-ip ='; ii i TPC) nm SOP U4.12 3kpe bPecOcanor A&W tmve tra .f � fjmi - �•il ^rte!: I,1==,t1€ =-- i:-- ar for AnW kmPeWon S Mewroof .: it T ' 1 tl } t•- maw - Tt is 3.112 0 ran �i _.t fi i --^ _ice - RW" ti ri ; of r • i } - rftt' _ e' a a = MNL B The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes < ) at 2 r� c a OL N Cnpany Mame: La m L..1 --- Inspector signature. - Date of Inspection: Roof inspection F1 NIA El Pass Q Faii 14,4A Q Pass Q Fail ❑ N/A ZI Pates El Fail ❑_ N/A ®mss Q Fait ❑ Pass Fait NIA N/A ❑ N/A ❑ N/A ❑ N/A ❑ NIA {f NIA ❑ N/A iL3 N/A ❑ N/A ❑ NSA Q N/A O -N/A N/A N/A H/A N/A ED js/A N/A El N/A l NIA J ❑ Pass ❑ Pass Q Pass ❑ Fail ❑ Fai{ ❑ Fal Q Fwl ❑ Fail Q Fait ❑ Fal Q F.1 ❑ Fal ❑ Fail Q Fail ❑ Fait ❑ Fait ❑ Fa ❑ Faii ❑ Fail ❑ Felt The City of Wheat Ridge Inspection Check List notes Final Roof Structural roof comments Verify that no more than 2 layers of shingles exist Flashing for roof and wails If new sheathing is Installed verify that It is listed in the permit description (Valuation must be adjusted) Verify sheathing nail naftarn (Sao p©lir-y & pmeadura) Crickets and saddles where needed Verify B vent must have boot same gauge as pipe Verify vent caps Verify no flashings are damaged or rusted Step flashing shall be min. of 4x4 piece per shingle Verity scuppers allow for proper drainage Ice and water shield Z in heated wall spaces Underlayments must follow 2012 IRC 12012 IBC Verify roof slope for proper drainage Drlped€, a shall have min of 2" overlap Drspedge should extend down r;`•rin 28 Past roof deck Dripedge shall be mechanicaly fastened 12° OC 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope; Exception: detached garages, Patios, carports, open on three sides with rein. slope of 1:12 Modified Bitumen, EPDM, TPO min slope 1/4:12 slope Above roof insulation R-25 Below roof residential R-38 ❑ to Li Fait Below roof commercial R-32 ❑ Pas ❑ Fail Modified Bitumen, EPDIVI, TPQ ruin sIDPS 114:12 slope must be installed in accordance with the manufacturers specifications - Must have manufacturer's letter of el ai Roof Shingles warranty with the address on the letter for final inspection ReQuirements l=i Pass p Fal metal roof shingles shall not De In6taHW Qn Sfgp@ lC OO 3:12 ❑ Pass ❑ Fait 0 Pass ❑ Fail Metal valley flashing shall be the same material as roof Metal valley flashing shall wdend a min of $° from the centerline with a Brain, of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4° Tile ROOfs Reouirem-ents ❑ N/A ❑ P.- ❑ Fait Ctay and concrete the shall have a min_ 2-112:12 slope Slopes 4:12 and under require double undedayrt teles The City of Wheat Ridge Inspection Check List notes Final Roof Company Name: _;' inspector signature: �= Date of Inspection: 1.r City of Wheat Ridge Residential Roofing PERMIT - 201709267 PERMIT NO: 201709267 ISSUED: 11/27/2017 JOB ADDRESS: 2833 Reed ST EXPIRES: 11/27/2018 JOB DESCRIPTION: Re -roof with asphalt shingles, pitch is 10/12 and the other is 6/12. Total number of squares is 18. *** CONTACTS *** OWNER (303)905-2432 SHON SELLS SUB (303)366-3075 Patrick Daigle 160258 P J D Construction *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,410.00 FEES Total Valuation 0.00 Use Tax 218.61 Permit Fee 220.15 ** TOTAL ** 438.76 *** 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. City of Wheat Ridge Residential Roofing PERMIT - 201709267 PERMIT NO: 201709267 ISSUED: 11/27/2017 JOB ADDRESS: 2833 Reed ST EXPIRES: 11/27/2018 JOB DESCRIPTION: Re -roof with asphalt shingles, pitch is 10/12 and the other is 6/12. Total number of squares is 18. 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 permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perfor d ar�dth�t'8tl Crlf tabs 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 maybe 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 androcedures 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 change of 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 inspectipps-a d shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issu a4& of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicab hy,ordinance °or regu ation of this jurisdiction. Approval of work is subject to field inspection. -9. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Kimberly Cook From: no-reply@ci.wheatridge.co.us Sent: Monday, November 27, 2017 10:59 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application 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 Duplex are on the property? PROPERTY INFORMATION Property Address 2833 Reed Street Property Owner Name Shon Sells J 0 Property Owner Phone 303-905-2432 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Field not completed. 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 Yes Shon Sells scan.pdf CONTRACTOR INFORMATION Contractor Business Name Contractor's License 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) P J D Construction & Roofing 160258 720-275-4580 Contractor Address 11045 East 13th Avenue (Primary address of your business) Contractor Email Address pjd32761 @gmail.com Retype Contractor Email Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or both? (check all that apply) pjd32761 @gmail.com 18 Square Shingles (no flat to be done) $10,410.00 No Pitched roof (2:12 pitch or greater) 10 What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 10/12 18 asphalt shingles Asphalt 10/12 pitch other is 6/12 SIGNATURE OF UNDERSTANDING AND AGREEMENT 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. I understand that this 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 may not begin on this property until a permit has been issued and posted on the property. I certify that I have been authorized by the legal owner of the property to submit this application Yes Yes Yes Yes 11 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. Name of Applicant Patrick Daigle Email not displaying correctly? View it in your browser. 12 zo P Construction HOmeAdwso, 13BB. And Roofing 9ppR�Vp� Colorado 5 star rating Phone: 720-275-4580 for over 20 years in Fax: 303-366-3075 In business 28 years Monday, October 23, 2017 Shon Sells. 2833 Reed Street Wheat Ridge, Colorado 80033 Phone: 303-905-2432 okpipAq.com Proposal Roof 1) Remove existing roof shingle to the deck 2) Inspect an re -nail all roof sheathing 3) Install new 15 pound synthetic underlayment 4) Install Ice & Water shield in Valley & cricket behind Chimney 5) Install new Redwood Heritage Premium Shingle 6) Both flat roof areas on both sides of building will not be done 7) Replace all the items such as vents, flue caps, pipe jacks 8) All shingle areas to be torn off and new shingle installed 9) Remove & replace gutter system and exiting downspouts rear of building The cost totals includes all work from start to finish, building permits, dump fees, and all taxes Cost for Presidential shingle install is $10,410.00 Permit cost $500.00 Total cost for gutters $998.00 All workmanship is warrantied for 6 years All materials warranted by manufacture Patrick Daigle " '� v Acceptance of Pro Owner —2t /(2/2017 Exclusions:: Permits or Bonds This proposal is based upon the information provided as of the date of the proposal and shall remain valid for thirty days. PJD Construction & Roofing makes no promises with regard to any schedule, scope of work, or contract terms not expressly set forth herein. In the event of any material additions or changes to the contractor's schedule, the scope of work, or other terms of any proposed contract, this proposal should be considered rescinded until reconfirmed or revised by PJD Construction & Roofing based on such change or addition. Any reliance by Contractor on this proposal must be confirmed in a Letter of Intent and/or a Contract signed by PJD Construction & Roofing Representative. In Addition, costs and reasonable attorney's fees for collection may be charged on any account past due over 30 days. PJD Construction & Roofing Here For toady And For Tomorrow To Meet All Your Construction & Roofing Needs---------------- PJD is a DesignBuild/Roofing Contractor 11045 East J? Avenue Aurora, Colorado 80010 Permit#:201401138 Issued: 09/08/2014 Stipulations: Remove Existing Solar Panels; Install New Rafters and Dimensional Shingles. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Owner: RACHEL MENZIES 2833 REED ST. WHEAT RIDGE, CO 80033 s , ntractor: James H. Ding 4444 W 32ND A DENVER CO 80► 1 • change shall be made in the USE of NEC this building without prior notice NEC and a new Certificate • Completion NEC from the City of Wheat Ridge. g Zoning Administrator EFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES P roperty Address. g: P"rope Owner (please print). Phone: r> - Mailing Address. (if different than prop address) Address. - 7 �e " C ity, State, c Phone.* Air` hrtei tEngin or E-mail. Contracto Contralto City Ll a ii 1 W Phone+ - )0,22, Contractor tnall , ddrass. Sub Contractors: Electrical. Plumbing: , Mechanical: W.R. City License # W.R. City License # W # . City license # Other City Licensed Sub: tither City Licensed Sub: City License ## City License # Complete all information on BOTH sides of this form Work shall coniply with the racgek menzies Sells fiollowing codes. 2006 IRC, 2006 2837 Reed St. IEC(." & 201 NEC. Wheat Ridge, CO 80033 LEGAL DESCRIPTION 303/462-3823 A PARCEL OF LAND LOCATED IN THE NEI/4 OF LOT I; BLOCK 4, BARTHS SUBDIVISION Ratters shalf bear fiilly at heel ciit WHEAT RIDGE, COLORADO, BEIN;G MORE PARTICULARLY DESCRIBED AS FOLLOWS: and shall have one F12,5 clip per BEGINNING AT POINT ON THE WEST LINE OF REEDST. WHICH IS 2924 FEET raft er at beming point, SOUTH AND 25 FEET WEST OF THE NORTHEAST CORNER OF SAID LOT 1; THENCE NORTHWEST, A DISTANCE OF 150,01; THENCE NORTH, A DISTA;NCE OF 73.01 FFET THENCE WEST, A DISTANCE OF 142.12 FEET TO A POINT ON THE WEST LINE OF THE NEI/4 OF SAID LOT 1; THENCE SOUTH, ALONG THE WEST LINE; OF THE NEI/4 OF SAID LOT 1, A DISTANCE OF 100,0 FEET TO THE SOUTHWEST CORNER OF THEE. NEI/4 OF SAID 1,01'1; THENCE EAST ALONG THE SOUTH LINE OF THIS' NEI/4 OF SAID LOT 1; a A DISTANCE OF 292,12 FEET TO A POINT ON THE WEST LINE OF REEL) ST. RYA: l WHICH IS 25,0 FEET WEST OF THE SOUTHEAST CORNER OF THE NEI /4 OF SAID Lt TI; THENCE NORTH ALONG THE WEST LINE OF REED ST., A DISTANCE OF OF 25,0 FEET MORI-, OR LESS, THE THE POINT OF BEGINNING . . . . . . . . . . . . TO POINT OF BEGINNNG 292.4 FEET 5:3.16' 27.67" 73.0' 1 TO' 2833REED ST. MOD 733' fl 57,25' N 4 6kT '150.01 25.0' . . L . . . . . . . . . . . ,. . . . ...... ...... ...... ...... ...... 57 1 J�—t Okj Ae,". SA4— 571" ._.- ROOF AT MAIN STRUCTURE (SOUTH ELEVATI ) 20 Ledger w/ bloc.' lI I P-4,1 ., m 2x6 Rafters @ 2, ' 0(' �'tlftlillll m of 6 nails per s iir,I c.s an inid roofinspe:t on required on tjje concrete, or metal roof leek and water spiel uncle rla men extending 2 feet inside teH or %vtills I is required at the eaves. F (18/12) pitch h APPROVED E, x s., r , g Dept, �..,.$ dl EAST ELEVATIO VA"TIO SEC TION C" - 0 57 " ``7 " m C . 0} 011 ...., w ALL L INIB R TO BE DOUGLAS F JR #2 or better ,.' 5/8" CDX plywood 2XI2 FRAME IS EXISTINIG Plan View N 2x I; 2xf 5/8 c u 3= Jr - 4% 4 Li ¢ yp f % . ' 7 0 1 " u � get 4 P . " get 11:59 P.M. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Rt3Y' Job Address: az / -3 3 t 2 Permit Number: /f �D _7- 71 i �C i,V 1 07 k'i�ni I� «/ iii ❑ No one available for ins ection: Time (? AM/ M Re Inspection require . o j When corrections have Teen made, calf for re inspect/ rr et 303 Date: �.1 Inspector: DO NOT REMOVE THIS NOTICE " ' City of Wheat Ridge r 400 00r_ Residential Roofing PERMIT - 110746 PERMIT NO: 110746 ISSUED: 06/29/2011 JOB ADDRESS: 2831 -2833 Reed St. EXPIRES: 06/28/2012 DESCRIPTION: Reroof 12 sqs for Mansard only *** CONTACTS * ** owner 303/462 -3823 Rachel Sells sub 720/350 -6364 Allen George 10 -0267 RM Commercial Contractors LLC ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: 0576 USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 2,600.00 FEES Permit Fee 93.35 Total Valuation .00 Use Tax 46.80 ** TOTAL ** 140.15 Conditions: 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2' inside exterior walls. Board sheathing with any gap greater than 1/2" requires panel sheathing overlay on entire roof. Sheathing inspection is required prior to covering. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 a.m. on the day of inspection or a re- inspection fee will be assessed. Subject to field inspection. * *All work shall comply with 2006 IRC. Flashing and counterflashings shall be installed in accordance with code and manufacturer's installation instructions as directed by the Building Code Advisory Board. 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 permit. I further attest that I.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 1. 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 change of the natural flow of water without prior and specific approval. S. 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, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature gfg - C'Vjf Building Offical Date N REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. " 1 City of Wheat Ridge Residential Roofing PERMIT - 110746 PERMIT NO: 110746 ISSUED: 06/29/2011 JOB ADDRESS: 2833 -2835 Reed St. EXPIRES: 06/28/2012 DESCRIPTION: Reroof 12 sqs for Mansard only * ** CONTACTS * ** owner 303/462 -3823 Rachel Sells sub 720/350 -6364 Allen George 10 -0267 RM Commercial Contractors LLC ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: 0576 USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 2,600.00 FEES Permit Fee 93.35 Dtl Total Valuation .00 Use Tax 46.80 ** TOTAL ** 140.15 Conditions: 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2' inside exterior walls. Board sheathing with any gap greater than 1/2" requires panel sheathing overlay on entire roof. Sheathing inspection is required prior to covering. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 a.m. on the day of inspection or a re- inspection fee will be assessed. Subject to field inspection. * *All work shall comply with 2006 IRC. Flashing and counterflashings shall be installed in accordance with code and manufacturer's installation instructions �as directed by the`Building Code Advisory Board. 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 permit. I further attest that I 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 thi do ume - nt t and/or its' accompanying approved plans and specifications. co lX a ure of OWNER7 or CONTRACTOR (Circle one) Date 1p This permit was issued based on the information provided in the permit application and accompanying plans and i 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 change of the natural flow of water without prior and specific approval. S. 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, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. h` uniei auiicing oxcicai Date N REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. � aea 7 Qty 01 Wl leat Tldge Date: COMMUNITYDEVELOPMENT PlaO Building & Inspection Services Division Permit # 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303- 235 -2855 * Fax: 303- 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application Pro�ertyJlddress. << �.:� �x.e � �� Property Owner (please print): �j p , I) 5. Phone: Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: �o - -- Contractors City License #: Phone: 51�b Contractors; Electrical: Plumbing: Mechanical: City License # City License # City License # �eS "G17Utifl71'tOf Walt)�2 Contract Value: Review Fee (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 included on this application to list that entity on this application. CIRCLE ONE: �(O�WNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) . PRINTNAME: "[ aC�e' �P.tI 1CS I SIGNATURE: DATE: ZO �, r y 'DEPARTMENT USE 9NLY� z , � �t �` ,���� ��✓ - � ,���'�,, ZONING COMMENTS iJ ✓ te r+ J ✓ rr s��t h G ✓ � x�ZOnlpg l f y y t � t ^`✓ . / � =. <'', a. )= s ,.i 5 ✓ ' � f c,,,;'+` v ""` /£ Le m'^� '�`` i r JrReVleWef f<✓a ✓ ���x���r/x�fh l°".�`�4iJ%�r�{�i rz5hi �' i �aN✓y ?3� r � ya�5y ��j�:�� �r?'7 " r t ✓/„u �" v 2 s sa r ,^ s ^r ,✓ l- r = `sn✓' �l s `�,�,"o Y ` '^ ". ` �� .✓ P-✓t`s c.,��b rj 9(` r' Cr � ��"r i} amw ns sr,ntomr't�ir n:;;v....� s.,..6,nw.l _ P,�.�' a.�,. sc. �.. n.1aa.,��ra�. c rt�,a ✓�a,�eza.�:. n IRE EPgR ENT J ❑ a aluation A TM ppraved�ir�r /�eom7gen�s CO disapproyed ` D�o'reVieVv requued f Bldg V $ �, I y:' / 'i; ✓ Y - / ? r ✓, ,:i r a ra y� The following items are required for the Single- of two family building permit submittal for the property located at . If any of the required items are not included in the submittal, the submittal will be considered and returned immediately without review. - - -- This sheet must be submitted with the building permit application. Please initial beside each required item, signifying that it has been included. Review Required b1 SUBMITTAL DOCI Plans: / l D Three (3) full - sip (Contents of plans < " 7 C T ❑Three (3) stamp` D Three (3) copies D One ( copY of- (/ —�-` D One (1) complett D One (1) property: D One (1) certified' • Proof of utility av • One (1) building D One Grade /Fill f The following items -co m p l coplete and I G44111GU „ uvvw I submitted with If you had a pre -apC the building permit -- � Review Required by SUBMITTAL DOC Plans: B D Four (4) full -size (Contents of plans - - - D Two (2) copies OR ) Two (2) copies c • Two (2) copies o D Two (2) copies of - -- OR_ Two (2) copies DOCUMENTATION. -- - -- - -- D One (1) completed building permit application. D One (1) property deed. D One (1) certified survey or Improvement Location Certificate. D Proof of utility availability (form provided by city). D One (1) building permit submittal list. _. D One Grade /Fill permit t � �i� C ity of V V �1C<lt j 1C BUILDING CODE ADVISORY BOARD APPEAL APPLICATION (Cannot W used for appeal of Notice and Order postings) "This application Af( . be fully completed to be accepted for processing. Inumrplete applications will not be accepted. Date ofLling will be based on the dale that the complete appliudion is received. Complete applications most be filed within 10 days oCissuance of decision to be appealed to receive consideration. Date ol'appeal: Address of Property applicable to the Appeal: Printed Name and Signature of Appellant: Relationship of Appellant to Property: ,2 Pull Address of Appellant: Appellant's e -mail address and daytime phone number: rl,, e LegalNameand MailingAd chessofPropertyOwner (IfdifferentthanAppellant): Signature of Property Owner (If not Appellant): I_xplanation of re1uircuient to be < le and basis for anneal request (use seuarate sh eet if necessar _— Request permission to re- install roofing on a fan foot high mansard as previously approved by Jack Prose, Chief Building; Inspector. Roofing would be re- installed exactly as previously installed and with no metal at the intersection of the mansard and fireplace. This roofing and connection to the fireplace was accepted 39 years ago by Jack Prose. Tithe roofing has still not caused any troubled, including the joint where the mansard adjoins the rock fireplace. Installing the flashings per the present Building Official, John Schumacher, is impossible and extremely dangerous to the workmen trying to cut the rock face. To make the flashing work properly the saw cut would have to be at least 2" deep to get a bond with the concrete that is below the exposed rock face. Anything less than 2' would not get an adequate bond to the concrete. This becomes a hardship on the home owner and should not be required. I cannot stress the seriousness of the danger involved to the workmen trying to cut this rock and the location where this rock has to be cut. FOR OFFICE, USE ONLY Date application recd Was application complete? Yes No If No, date, time and method of appellant notification Date complete application reed Staff member signature /" I I f' ^ r Scheduled date oflicaing 04 � � Datc tearing hold .�± 4 - - - - -- 13CAB decision on appeal: Upheld Denied ��( Modified (Attach written determination ofBCAB Chairman) !n'ir r'p.l?.li J City of ]� Wheat,R COMMUNITY DEVELOPMENT Staff Report TO: Building Code Advisory Board members FROM: John Schumacher, Chief Building Official DATE: June 2, 2011 SUBJECT: 2831 -37 Reed Street ISSUE: Owner of 2831 -37 wishes to reroof structures with asphalt shingle covering without complying with code and manufacturer's requirements for flashing at chimneys, sidewalls and headwalls. STATEMENT OF OBSERVATIONS /INVESTIGATION/RELATED FACTS: In early May 2011, Mr. George Menzies entered the Building Division representing himself as owner of the properties at 2831 -33 and 2835 -37 Reed Street, requesting to speak to someone about flashing requirements for reroofing of the structure(s). Chief Building Official John Schumacher spoke to Mr. Menzies and discussed with him the code and manufacturer's requirements for flashing at various locations on the roof. Mr. Menzies explained that he had been informed by his roofing contractor that the installation of flashing at the chimneys, sidewalls and headwalls of the roof on the above addressed structures was required by code. The contractor informed Mr. Menzies that the cost of installation of such flashing would need to be included in the estimate of work for his project, Mr. Menzies stated that he did not wish to pay such additional costs and that he felt that the requirement was unreasonable because the required flashings do not currently exist on the roof and Mr. Menzies believes that the current state of non- compliance is demonstrative of the fact that the flashing is not necessary. Mr. Menzies further explained that cost for the installation of the flashing was high because the structure had a stone cladding which would be required to be cut to install the flashing and that he did not believe that there was an adequate method of cutting the stone. Mr. Menzies was informed by John Schumacher that the code requires step flashing, headwall flashing, and counterflashing, as does the Asphalt Roofing Manufacturer's Association and virtually all major roofing product manufacturers. Mr. Menzies inquired about ways to avoid compliance with the requirements, including means of appealing the decision of the Chief Building Official. Mr. Menzies filed an appeal on May 17, 2011, a copy of which is attached. The photograph labeled "Main Pic" depicts one portion of the roof of the structure Mr. Menzies wishes to reroof. The photograph labeled "Area #3, Pic 1" depicts another portion of the same structure. The remaining photographs highlight areas in which flashing is required by code and manufacturers, in which sealant or caulking is deteriorated, or where visible water damage has occurred. Sections R903.2, R903.2.1, R905.2.8.3, R905.2.8.4, and R905.2.8.5 of the 2006 International Residential Code address the flashing requirements for installation of asphalt shingles and are attached for your review. Additionally, the Asphalt Roofing Residential Manual published by The Asphalt Roofing Manufacturer's Association addresses flashing requirements for asphalt shingle installation in Chapter 10, the applicable portion of which is attached for your review. Finally, most asphalt shingle manufacturers provide installation instructions for their products which include requirements for flashing. Three examples of such manufacturer installation requirements are provided. The language in the installation instructions provided by two of the manufacturers is virtually identical to that of the International Residential Code and the Roofing Manufacturer's Association, imposing almost identical requirements and recommendations for flashing and counterflashing in the situations existing on Mr. Menzies roof(s). STAFF RECOMMENDATION: There is visible evidence of water damage and deterioration of the roof structure of the properties located at 2831 -33 and 2835 -37 Reed Street due to improper flashing, and pictorial evidence depicts that sealants or caulking lack the durability necessary to provide the required protection from entrance of water. The requirement by the Building Division for installation of flashings for this particular application is not uncommon and is consistent with adopted codes and manufacturers requirements. No undue safety risk is imposed upon the roofing contractor and it is important to remember that it was Mr. Menzies contractor who initially indicated that it was a code requirement to install these flashings, for which the contractor offered to provide estimates of work. It is the position of the Building Division that the requirements imposed are consistent with adopted codes and manufacturer's instructions, are common throughout the area and roofing industry, pose no undue safety risk, and are necessary for compliant, proper and warranted installation of the roof covering products. It is for all of these reasons that it is respectfully requested that Mr. Menzies appeal be denied. P I � \ \ \ \\ I \ �. \\ s } 3i,'� tt✓ "�a ' `�p� ,'�vv i f ( \i,S`4 t +�r a yg v 9 \iv I V Av SV A n A v A`A���hMMMQ" V �>i N' a .^�\ A �' av'� �t a ,iAu vy}lA� � 1 l \„A` \•lA AA vA vl +v 1V >3 °c tti ° F "�iv J�� 0.t *`n i't•4 \�'� ? alb l � �( \v ��h hV \Awl\�� \� \���" �MVA V "�w V�;�hn� ����\ ' �� 1�� yrt` i 5� di \ vAx ? `U,A ?�� \�������1A \�����v,�F \�\ {•A a1�cv ? VQ��w`v v� t��� v nnv y o 0. . v l v , �� �vovvA�vvV� }l , ? p�.evt lvAtV,i \ ViA 1AVA;v ? 1C v l^ 11tAv 5 y A w lk v w s 0 vy +,tV A v}impe d d t t,e the t flY.. , ,AA ivv v Atom Aim \ y �ii�Li V v v -. A N, t v tuM yV vn�a,� \j \} 4�WGwVi .yi1�!vSNts �, 1 1s \ n \ a , Ali I f ` 1 Ka 4 , M \ � ■ �® ? I I �- ���� I I f;p ��'� aa i w a . , e 1� , 1 , „ 1 � , 1 11 �t� � a 1 1 �il`••;r\S�1a ° 4�,�.1�'a 1 A,1�a !Shy' \� 1A 1�u,a, }'uu \UGH �i1, A ,d , Wt \1C � r111it JS" hn' \��411A�,t al ,u t+r , '91 ' a 1 1 + 1 1 `h 111 t A n, 1 t 1 11 �M t?1q `s t 1; L CHAPTER SECTION R901 GENERAL R901.1 Scope. The provisions of this chapter shall govern the design, materials, construction and quality of roof assemblies. SECTION R902 ROOF CLASSIFICATION R902.1 Roofing covering materials. Roofs shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in areas designated by law as requiring their use or when the edge of the roof is less than 3 feet (914 mm) from a property line. Classes A, B and C roofing required to be listed by this section shall be tested in accor- dance with UL 790 or ASTM E 108. Roof assemblies with cov- erings of brick, masonry, slate, clay or concrete roof tile, exposed concrete roof deck, ferrous or copper shingles or sheets, and metal sheets and shingles, shall beconsidered Class A roof coverings. R902.2 Fire - retardant - treated shingles and shakes. Fire- retardant - treated wood shakes and shingles shall be treated by impregnation with chemicals by the full-cell vac - uum-pressure process, in accordance with AWBA Cl. Each bundle shall be marked to identify the manufactured unit and the manufacturer, and shall also be labeled to identify the clas- sification of the material in accordance with the testing required in Section R902.1, the treating company and the qual- ity control agency. R903.4 Roof drainage. Unless roofs are sloped to drain over roof edges, roof drains shall be installed at each low point of the roof. Where required for roof drainage, scuppers shall be placed level with the roof surface in a wall or parapet. The scup- per shall be located as determined by the roof slope and con- tributing roof area. R903.4.1 Overflow drains and scuppers. Where roof drains are required, overflow drains having the same size as the roof drains shall be installed with the inlet flow line located 2 inches (51 mm) above the low point of the roof, or overflow scuppers having three times the size of the roof drains and having a minimum opening height of 4 inches (102 mm) shall be installed in the adjacent parapet walls with the inlet flow located 2 inches (51 mm) above the low point of the roof served. The installation and sizing of over- flow drains, leaders and conductors shall comply with the International Plumbing Corte. Overflow drains shall discharge to an approved location and shall not be connected to roof drain lines. R903.5 Hail exposure. Hail exposure, as specified in Sections R903.5.1 and R903.5.2, shall be determined using Figure R903.5. R903.5.1 Moderate hail exposure. One or more hail days with hail diameters larger than 1.5 inches (38 min) in a 20 -year period. R903.5.2 Severe hail exposure. One or more hail days with hail diameters larger than or equal to 2.0 inches (51 nun) in a 20 -year period SECTION R903 WEATHER PROTECTION R903.1 General. Roof decks shall be covered with approved roof coverings secured to the building or structure in accor- dance with the provisions of this chapter. Roof assemblies shall be designed and installed in accordance with this code and the approved manufacturer's installation instructions such that the roof assembly shall serve to protect the building or structure. R903.2 Flashing. Flashings shall be installed in a manner that prevents moisture from entering the wall and roof through joints in copings, through moisture permeable materials and at intersections with parapet walls and other penetrations through the roof plane. R903.2.1 Locations. Flashings shall be installed at wall and roof intersections, wherever there is a change in roof slope or direction and around roof openings. Where flashing is of metal, the metal shall be corrosion resistant with a thickness of not less than 0.019 inch (0.5 mm) (No. 26 galvanized sheet). R903.3 Coping. Parapet walls shall be properly coped with noncombustible, weatherproof materials of a width no less than the thickness of the parapet wall. SECTION R904 MATERIALS R904.1 Scope. The requirements set forth in this section shall apply to the application of roof covering materials specified herein. Roof assemblies shall be applied in accordance with this chapter and the manufacturer's installation instructions. Installation of roof assemblies shall comply with the applicable provisions of Section R905. R904.2 Compatibility of materials. Roof assemblies shall be of materials that are compatible with each other and with the building or structure to which the materials are applied. R904.3 Material specifications and physical characteris- tics. Roof covering materials shall conform to the applicable standards listed in this chapter. In the absence of applicable standards or where materials are of questionable suitability, testing by an approved testing agency shall be required by the building official to determine the character, quality and limita- tions of application of materials. R904.4 Product identification. Roof covering materials shall be delivered in packages bearing the manufacturer's identify- ing marks and approved testing agency labels when required. 2006 INTERNATIONAL RESIDENTIAL CODE 289 ROOF ASSEMBLIES (6 10 mm) wide and of any of the corrosion- resis- tant metals in Table R905.2.8.2. 2. For open valleys, valley lining of two plies of min- eral surfaced roll roofing, complying with ASTM D 3909 or ASTM D 6380 Class M, shall be permit- red. The bottom layer shall be 18 inches (457mm) and the top layer a minimum of 36 inches (914 nun) wide. 3. For closed valleys (valley covered with shingles), valley lining of one ply of smooth roll roofing complying with ASTM D 6380 Class S Type 111, Class M Type 11, or ASTM D 3909 and at least 36 inches wide (914 mm) or valley lining as described in Items 1 and 2 above shall be permitted. Spe- cialty underlayment complying with ASTM D 1970 may be used in lieu of the lining material. TABLE R905.2.8.2 VALLEY LINING MATERIAL Par SI: I inch = 25.4 nm1, 1 pound = 0.454 kg. R905.2.8.3 Crickets and saddles. A cricket or saddle shall be installed on the ridge side of any chimney orpen- etration more than 30 inches (762 mm) wide as measured perpendicular to the slope. Cricket or saddle coverings shall be sheet metal or of the same material as the roof covering. R905.2.8.4 Sidewall flashing. Flashing against a verti- cal Sidewall shall be by the step - flashing method. R905.2.8.5 Other flashing. Flashing against a vertical front wall, as well as soil stack, vent pipe and chimney flashing, shall be applied according to the asphalt shingle manufacturer's printed instructions. R905.3 Clay and concrete tile. The installation of clay and concrete shall comply with the provisions of this section. Clay roof tile shall comply with ASTM C 1167. R905.3.1 Deck requirements. Concrete and clay tile shall be installed only over solid sheathing or spaced structural sheathing boards. R905.3.2 Deck slope. Clay and concrete roof tile shall be installed on roof slopes of two and one -half units vertical in 12 units horizontal ( 2 or greater. For roof slopes from two and one -half units vertical in 12 units horizontal (2 to four units vertical in 12 units horizontal (4:12), double underlayment application is required in accordance with Section R905.3.3. R905.3.3 Underlayment. Unless otherwise noted, required underlayment shall conform to ASTM D 226 Type I1; ASTM D 2626 Type I; or ASTM D 6380 Class M mineral' surfaced roll roofing. R905.3.3.1 Low slope roofs. For roof slopes from two and one -half units vertical in 12 units horizontal (2 up to four units vertical in 12 units horizontal (4:12), underlayment shall be a minimum of two layers underlayment applied as follows: 1. Starting at the eave, a 19 -inch (483 mm) strip of underlayment shall be applied parallel with the eave and fastened sufficiently in place. 2. Starting at the eave, 36- inch -wide (914 mm) strips of underlayment felt shall be applied, overlapping successive sheets 19 inches (483 mm), and fas- tened sufficiently in place. R905.3.3.2 High slope roofs. For roof slopes of four units vertical in 12 units horizontal (4:12) or greater, underlayment shall be a minimum of one layer of undertayment felt applied shingle fashion, parallel to and starting from the eaves and lapped 2 inches (51 mm), fas- tened sufficiently in place. R905.3.3.3 Underlayment and high wind. Underlay - ment applied in areas subject to high wind [over 110 miles per hour (49 m /s) per Figure R301.2(4)] shall be applied with corrosion-resistant fasteners in accordance with manufacturer's installation instructions. Fasteners are to be applied along the overlap not farther apart than 36 inches (914 mm) on center. R905.3.4 Tile. Clay roof tile shall comply with ASTM C 1167. R905.3.5 Concrete tile. Concrete roof the shall comply with ASTM C 1492. R905.3.6 Fasteners. Nails shall be corrosion resistant and not less than 11 gage,' /16 inch (i 1 mm) head, and of suffi- cient length to penetrate the deck a minimum of /,, inch (19 mm) or through the thickness of the deck, whichever is less. Attaching wire for clay or concrete tile shall not be smaller than 0.083 inch (2 mm). Perimeter fastening areas include three tile courses but not less than 36 inches (914 mm) from either side of hips or ridges and edges of eaves and gable rakes. 292 2006 INTERNATIONAL RESIDENTIAL CODE® MINIMUM THICKNESS WEIGHT MATERIAL (inches) GAGE (pounds) 0.0216 ASTM B 370, Cold - rolled copper nominal 16 oz. per square foot 0.0216 ASTM B 101, Lead - coated copper nominal — I6 oz. per square foot 0.0162 I ASTM B 370, liiglr -yield copper nominal — 12 oz. per square foot Lead�coated 0.0162 ASTM B 101, high yield copper nominal — 12 oz. per square foot Aluminum 0,024 Stainless steel — 28 — Galvanized steel ��� 0.0179 26 (zinc coated G90) Zinc alloy 0.027 Lead 2 Painted terne _ — — 20 Par SI: I inch = 25.4 nm1, 1 pound = 0.454 kg. R905.2.8.3 Crickets and saddles. A cricket or saddle shall be installed on the ridge side of any chimney orpen- etration more than 30 inches (762 mm) wide as measured perpendicular to the slope. Cricket or saddle coverings shall be sheet metal or of the same material as the roof covering. R905.2.8.4 Sidewall flashing. Flashing against a verti- cal Sidewall shall be by the step - flashing method. R905.2.8.5 Other flashing. Flashing against a vertical front wall, as well as soil stack, vent pipe and chimney flashing, shall be applied according to the asphalt shingle manufacturer's printed instructions. R905.3 Clay and concrete tile. The installation of clay and concrete shall comply with the provisions of this section. Clay roof tile shall comply with ASTM C 1167. R905.3.1 Deck requirements. Concrete and clay tile shall be installed only over solid sheathing or spaced structural sheathing boards. R905.3.2 Deck slope. Clay and concrete roof tile shall be installed on roof slopes of two and one -half units vertical in 12 units horizontal ( 2 or greater. For roof slopes from two and one -half units vertical in 12 units horizontal (2 to four units vertical in 12 units horizontal (4:12), double underlayment application is required in accordance with Section R905.3.3. R905.3.3 Underlayment. Unless otherwise noted, required underlayment shall conform to ASTM D 226 Type I1; ASTM D 2626 Type I; or ASTM D 6380 Class M mineral' surfaced roll roofing. R905.3.3.1 Low slope roofs. For roof slopes from two and one -half units vertical in 12 units horizontal (2 up to four units vertical in 12 units horizontal (4:12), underlayment shall be a minimum of two layers underlayment applied as follows: 1. Starting at the eave, a 19 -inch (483 mm) strip of underlayment shall be applied parallel with the eave and fastened sufficiently in place. 2. Starting at the eave, 36- inch -wide (914 mm) strips of underlayment felt shall be applied, overlapping successive sheets 19 inches (483 mm), and fas- tened sufficiently in place. R905.3.3.2 High slope roofs. For roof slopes of four units vertical in 12 units horizontal (4:12) or greater, underlayment shall be a minimum of one layer of undertayment felt applied shingle fashion, parallel to and starting from the eaves and lapped 2 inches (51 mm), fas- tened sufficiently in place. R905.3.3.3 Underlayment and high wind. Underlay - ment applied in areas subject to high wind [over 110 miles per hour (49 m /s) per Figure R301.2(4)] shall be applied with corrosion-resistant fasteners in accordance with manufacturer's installation instructions. Fasteners are to be applied along the overlap not farther apart than 36 inches (914 mm) on center. R905.3.4 Tile. Clay roof tile shall comply with ASTM C 1167. R905.3.5 Concrete tile. Concrete roof the shall comply with ASTM C 1492. R905.3.6 Fasteners. Nails shall be corrosion resistant and not less than 11 gage,' /16 inch (i 1 mm) head, and of suffi- cient length to penetrate the deck a minimum of /,, inch (19 mm) or through the thickness of the deck, whichever is less. Attaching wire for clay or concrete tile shall not be smaller than 0.083 inch (2 mm). Perimeter fastening areas include three tile courses but not less than 36 inches (914 mm) from either side of hips or ridges and edges of eaves and gable rakes. 292 2006 INTERNATIONAL RESIDENTIAL CODE® After the flashing is in place, resume shingle application. Cut shingles in successive courses to fit around the pipe and embed them in asphalt roof cement where they overlay the flange. Avoid excessive use of cement as it may cause blistering. Do not drive fasteners too close to the pipe. The completed installation should appear as shown in Figure 10 -6 a & b with the lower part of the flange overlapping the lower shingles and the side and upper shingles overlapping the flange. Upper and side shingles overlap flange and are set in asphalt h aling cement overlap; lower shingles Figure 10 -6 a & b Application of shingles around flashing Follow the same procedure where a ventilator or exhaust stack is located at the ridge, but bring the shingles up to the pipe from both sides and bend the flange over the ridge to lie in both roof planes, overlapping the roof shingles at all points. Ridge shingles are then positioned to cover the flange. Embed the ridge shingles in asphalt roof cement where they overlap the flange. FLASHING AROUND CHIMNEYS To prevent problems that uneven settling can cause chimneys on older homes were usually built on a separate foundation from that of the main structure. This does not eliminate possible differential settling between the chimney and the main structure. It only frees the chimney from the stresses and distortions that would be imposed on it if both were on the same foundation. Because of these differential movements, flashings at the point where the chimney projects through the roof calls for a construction that will allow movement without damage to the water seal. To accomplish this, it is necessary to apply apron flashings that are secured to the roof deck and counter flashings that are secured to the masonry. If movement occurs, the counter flashing slides over the apron flashing without affecting water runoff. [NOTE] It is strongly recommended a cricket be installed on any chimney that is 24" or more wide. The International Residential Building Code (IRC) requires a cricket or saddle be installed on any chimney greater than 30" 12 Upper and side shingles overlap Flange and are se[ in asphalt roof cement Chimneys that project through the roof surface should have a cricket installed at the intersection of the back face of the chimney and the roof deck. The cricket (or wood saddle) is an important element in preserving the integrity of the flashing that will be installed because it prevents the buildup of ice and snow at the rear of the chimney and diverts water runoff around the chimney. (See Figure 10 -7) Figure 10 -7 l7 Location and configuration of chimney cricket D m X 0 The cricket should be in place from the start because all roofing materials from the felt under - layment to the roofing shingles are carried over it. If it is not in place, build one as part of the deck preparation prior to applying underlayment and shingles. Commonly, a cricket consists of two triangular sections of sheathing supported by appropriate framing members, joined to form a level ridge that extends from the centerline of the chimney back to the roof deck. Nail the sections to the deck and to each other along their meeting edge. Apply shingles up to the front edge of the chimney before any flashings are installed. In addition, apply a coat of asphaltic masonry primer (conforming to ASTM D 41) to the chimney's brick- work to seal the surface and to provide good adhesion at all points where asphalt roof cement will later be applied. Begin the flashing construction with the installation of 26 -gauge corrosion- resistant metal apron flashing between the chimney and the roof deck on all sides. r D 2 Z S7 �3 Apply the apron flashing to the front first, as shown in Figures 10 -8 and 10 -9. Bend the apron flash- ing so that the lower section extends at least 4" over the shingles and the upper section extends at least 12" up the vertical face of the chimney. Work the flashing firmly and smoothly into the joint between the shingles and chimney. Set both the roof and chimney overlaps in asphalt roof cement placed over the shingles and on the chimney face. The flashing may be secured against the chimney with one or two nails driven into the mortar joints to hold it in place until the cement sets. CS Z 2 J IL Q W F_ a 2 U Asf can Asl car Figure 10 -9 a & b Application of apron flashing at front of chimney Use metal step flashing for the sides of the chimney, positioning the units in the same manner as flashing a vertical sidewall. Cut, bend and apply the step flashing as shown in Figure 10 -10. Secure each flashing unit to the masonry with asphalt roof cement and to the deck with nails. Embed the end shingles in each course that overlaps the flashing in asphalt roof cement. ng Figure 10 -8 Pattern for cutting front apron flashing Figure 10 -10 Application of step flashing at side of chimney if Apron flashing applied over shingles and set in asphalt roof cement Apron flashing applied over shingles and set in asphalt roof cement Place the rear cricket flashing over the base and the back of the chimney as shown in Figures 10 -11 through 10 -13. Cut and bend the metal cricket flashing to cover the cricket and extend onto the roof surface at least 6 ". It should also extend at least 6" up the brickwork and far enough laterally to lap the step flashing on the sides. coat of masonry primer Figure 10 -11 Application of corner flashing at rear of chimney Asphalt roof cement 07 Nail flashing to deck Corner Flashing laps step flashing et Cricket Flashingexrends Nail Flashing Figure 10 -12 up chimney atleast6 ° — , , , todeck ,, N Application of flashing over cricket Cricket (lashing cut to fit over cricket and extend onto roof at least 6" Flashing strip extends Figure 10 -13 Y at lest 6' up chimney dnasnfng Application of flashing over ridge of cricket 1 to to deck � Asphalt roof cement ng strip cut to fit of cricket and e roof at least 6" If large enough, the base may be covered with shingles. Otherwise, apply the rear apron flashing, bring the end shingles in each course up to the cricket and cement them in place. n D v -i m O - n r D U) S Z 7J Counter flashings must now be placed over all apron, cricket and step flashings for positive exclu- sion of water from the joint. Begin by setting the metal counter flashing into the brickwork as shown in Figure 10 -14. This is done by raking out a mortarjoint to a depth of 1 %z" and inserting the bent edge of the flashing into the cleared joint. Once in place and being under a slight amount of spring tension, the flashing cannot be dislodged easily. Refill the joint with Portland cement mor- tar. Finally, bend the flashing down to cover the flashing and to lie snugly against the masonry. Z S to Q J LL O (r W N f1 Q S U Figure 10 -15 Application of counter flashing at front and side of chimney Figure 10 -16 a & b Application of counter flashing at side and rear of chimney Chimney brick Flgure10 -14 x'12 Application of counter flashing Sealjoint with Portland cement mortar Counter flashing Step flashing. Mortarjoint Use one continuous piece of counter flashing on the front of the chimney as shown in Figure 10 -15. On the sides and back of the chimney, use several pieces of similar -sized flashing, trimming each to fit the particular location of brick joint and roof pitch. (See Figure 10 -16 a & b.) —7�o ® Underlayment: Standard Slope -4112 (333mm /m) or more Application of untlerlaymenf: Cover deck with one layer of underlayment installed without wrinkles. Use only enough nails to hold underlayment in place until covered by shingles. Application of eave flashing: Install cave flashing such as GAPMC Weather Watch°' or Storm6ual'tl" Leak Banner in localities where leaks may be caused by water backing up behind ice or debris dams. Eave flashing must overhang the roof edge by 3;8' (10mm) and extend 24" (610mm) beyond the inside wall line. 4' (102 nm)F_-� D 12" (305mm) s - Will... Watch" Mresure Slope- d%� n'SlcmcuaN" Far law"copes seeeoxla LeakCarrier . w - - -- a5' idrampeat ov¢6an are see (914rem) ( g t ,ol - 2'(51 mm) Side Lap 4" 1102mm) End Lep 63 Starter Course Apply as shown. S ateither end lay In either directpn Nan - camel ✓ PAetal oap Ldge - Nm F r maximum w no rss Vence mgr.kes msN nl Sr,sde 40 , G 10 :mderlaYmsnl and eacM1 'ig` ?i f of asphalt p:epllc rele cdr,ds ri'm ad, rill all slater cobra e sNn9lep, then place l7a m Waif s av skcwn, 3' It e a p6m i 10i Iron ave 4 Second and Subsequent Courses Start Ilia second course with a shingle that has a half tab removed. Continue the subsequent courses by removing tabs as follows: third course trim full tab, fourth course trim 1 -V2 tabs, fifth course trim 2 tabs, sixth course trim 2 -1/2 tabs. Strike a chalk line every six courses to check for alignment to the save edge. Begin seventh course with a full shingle, and repeat the pattern above for subsequent courses. NOTE: Shingles may be laid from either it a left or right hand si i Start 6 at either fake pace f shingles rak havig ' (i 52mm ir ( llllrned from rake. 6 Wall Flashing (Sloped Roof to Vertical Wall) Sheathing 11I.M 4 Card 5' T 2)mm) 'Aetet Flashing (Nailed to the mad, not to vertical ski. wall) to Cap Shingle-no Not Ni Install with Roofing Cement Rocceng Cernent 'a Underlayment: Low Slope 2712 -4112 (67mm -3 ch ) Application pi underlayment and eave flashing: CLot letoly cover the deck with two layers of underlayment as shown. Use only enough nails to hold underlayment in place until covered by shingles. Use blind nailing for eave puddings. At eaves and will ice dams can be expected, use one layer of GAFMC Weather Watch- or StormGuard'r Leak Barrier. Ease flash- ing must overhang the roof edge by 318" (1 ho and extend 24" (61 Omm) beyond the inside wall line. Where ice dams or debris dams are not expected, install 2 plies of Shingle -Mate" underlayment. Law noire (Simi w 102mm) 12 "(3o5rim) Leak Allseecalre36 (m4mm) �\k; + _ wide stable Mate Rte ` Lap shl u tlerlay Went - me(483mem Rake LnpeGge . provide douht6 coverage. 3 fem .8 "(me pact over' Eavos drip ^_d 3 First Course Staff and continue with full shingles laid flush with the starter course. Shingles may be laid from ]onto right or right to left. DO NOT lay shingles straight up the roof since this procedure can cause an incorrect color blend on the roof and may damage the shingles. 5 Hip and Ridge Use GAPtu1C hip & ridge shingles, or cut hip & ridge shingles from these full shingles, and apply as shown. Position laps away from prevailing wind direction. Cut shingle to make three Co it is Bend hip s ridge shi ne 12 (a05mm z 12" contact.) with came nt tenoned hip o ridge rip d ridge eh ngt. from each strip Apply laps away from Tapmfm,, s - /prevailing rood chiral + �/appeamrce above (I4(25a above butt. t "(25mm) from odge 5" (19mm) exposure Chimney Flashing w m r 7r9roo rweno meal w a ` ) o ber, leas np mm c a ll n en nor aonia ma� r,r n.nwmznao. 0 � � / s 7 < 6)a 7 VIA Valley Construction: Closed -Cut Valley See Fig. 6. A closed -cut valley can be used as an alternative and is applied as follows: Lay a 36" -wide valley liner of self - adhered membrane underlayment or equivalent. A 36" -wide minimum 50 -lb. smooth surface roll roofing can also be used as a valley liner. Lay all shingles on one side of valley and across center line of valley a minimum of 12'.' Fasten a minimum of 6" away from center line on each side of valley. Strike a chalk line 2" from the center line of the unshingled side. Apply shingles on the unshingled side up to the chalk line and trim, taking care not to cut the underlying shingles. Clip upper corners of these shingles, cement and fasten. Both woven and metal valleys are acceptable alternatives. Step Flashing: Use 10" x 7" corrosion - resistant metal where roof planes butt against vertical sidewalls or chimneys. See Fig. 7. r r K Fig,6 Closed -Cut Valley Construction Construccien con canal de torte cerrado I bj Min. minimo Valley Liner Fevesdmilnmlmenordelcenal I M Nail clam. ryal[Rool cement entppaza teMOS de azhlro clip Comer flerorcaresgwna ` Gan Fig, Step Flashing / Escalonado Construccion del canal: Canal con torte cerrado Consulte la Fig. 6. Como alternativa, se puede utilizer una limahoya con canal cerrado que se aplica de la siguiente manera: Coloque un revestimiento de limahoya de impermeabilizante de membrane autoadhesiva o equivalente de 36 pulg. de ancho. Para revestir la limahoya, tan ien se puede utilizar on rollo de techado de superficie lisa de 36 pulg. de ancho y on minimo de 50 libras. Coloque todas las tejas sobre un lado del canal y a traves de la linea central del canal al merits 12 pulg. Sujete a un minimo de 6 pulg. desde la linea central a cads lado del canal. Marque una linea de tin a 2 pulg. de la linea central del lado que no tiene tejas. Coloque [as tejas del [ado que no there tejas hasta la linea de tiza y recorte, con cuidado de no cortar las tejas que se encuentmn debajo. Una los extremes superiores de estas tejas, coloque cemento y sujete. Se pueden utilizar canales de tejido o meta]. Revestimineto escalonado: Utilice metal resistente a la corrosi6n de 10 x 7 pulg, en los puntos en los que los pianos del techo se unan a las paredes laterales verticales o a chimeneas. Consulte la Fig. 7. its Hip & Ridge Application- Hip & Ridge Application Colocacilin de caballetes y Fig. Use High Ridge Hip & Ridge shingles. Q preparation de las tejas para caballetes y cumbreras 40 eumbreras: Follow application instructions as ere.ailmgwmoirenioq Utilice tejas para lima tesa y cumbrera. printed on the High Ridge Hip & Ridge oi.d!!idnpreaominanreddmlemn Siga las instrucciones de colocaci6n del carton. See Fig. 8. �/ 9pmg.ap¢ pesmion envoltorio. Consulte la Fig. 8. 6 z " Lop lap I g Metalllaah 'NP na- d2PUl IV x7" NO Flashia, to root Metbl co de 1 //CI tapajunhsa /teoYO. lopulgx7 �I I s Construccion del canal: Canal con torte cerrado Consulte la Fig. 6. Como alternativa, se puede utilizer una limahoya con canal cerrado que se aplica de la siguiente manera: Coloque un revestimiento de limahoya de impermeabilizante de membrane autoadhesiva o equivalente de 36 pulg. de ancho. Para revestir la limahoya, tan ien se puede utilizar on rollo de techado de superficie lisa de 36 pulg. de ancho y on minimo de 50 libras. Coloque todas las tejas sobre un lado del canal y a traves de la linea central del canal al merits 12 pulg. Sujete a un minimo de 6 pulg. desde la linea central a cads lado del canal. Marque una linea de tin a 2 pulg. de la linea central del lado que no tiene tejas. Coloque [as tejas del [ado que no there tejas hasta la linea de tiza y recorte, con cuidado de no cortar las tejas que se encuentmn debajo. Una los extremes superiores de estas tejas, coloque cemento y sujete. Se pueden utilizar canales de tejido o meta]. Revestimineto escalonado: Utilice metal resistente a la corrosi6n de 10 x 7 pulg, en los puntos en los que los pianos del techo se unan a las paredes laterales verticales o a chimeneas. Consulte la Fig. 7. its Hip & Ridge Application- Hip & Ridge Application Colocacilin de caballetes y Fig. Use High Ridge Hip & Ridge shingles. Q preparation de las tejas para caballetes y cumbreras 40 eumbreras: Follow application instructions as ere.ailmgwmoirenioq Utilice tejas para lima tesa y cumbrera. printed on the High Ridge Hip & Ridge oi.d!!idnpreaominanreddmlemn Siga las instrucciones de colocaci6n del carton. See Fig. 8. �/ 9pmg.ap¢ pesmion envoltorio. Consulte la Fig. 8. 6 2. Each succeeding course, up to and including the eighth course, should start with it shingle 5" shorter (off the left end) than the previous 6 (1/2 tab) course. Expose each course 5 ". This completes "Section I ". � 131/s" (1 tab)_ Deck 3. Install "Section 11" as shown in Figure 10 -15 using full shingles 2 tabs off 6th .- 19 1 t hs" (1 tabs) against the eighth courses in "Section I." This must be done before 2 tabs off 5th continuing with course nine. These "Section IF shingles are to be -- 26 (2 tabs) butted -up against the "Section F shingles. 1 tabs off I 4th .— 32 (2i/2 tabs) 1 tab off 3rd SUCCEEDING COURSES: 1 /2 tab off t 2nd 1. Repeat the above two -part procedure up the roof. Starter 2. Complete courses across the roof using full shingles. Fu113tab _ _ 1st Course Figure 10-17: Ha1f-Yhb,i/etbod. HALF -TAB METHOD x r Metal Step Flashing 2 "(50 mm) ± Minimum — &(l mm) 3 "(75 mm) Minimum STARTER COURSE: 1. Use CertainTeed Sviftstart or a starter course consisting of the Fold down shingles from which the lower tabs have been removed counter flashing (Figure 70 -13). Remember, the sealant on starter courses should over step flashing lay as close as possible to the eaves edge of the roof. 2. Cut half a tab off the length of the first starter snip and apply at the lower left corner of the roof. This starter strip should overhang the rakes and eaves I/z "when drip edge is used, or 3 /4 " when no drip edge is used. 3. Continue with fill- length starter -strip shingles along the eaves. 7up Fasten (Figure 10 -16). /907 Flashing •= ;.t,�MW,,s To Roof I.ST COURSE: Apply a full shingle at the lower left corner of the Counter roof, tabs flush with the starter course (Figure 10 -16). Flashing 2ND COURSE:. Cut 6 (half of a tab) off the left end of a shingle �I .• and apply the remaining piece over the first - course shingle, Flush i with the left edge and exposing the first course 5 (Figure 10 -16). f / ash /og 3RD THROUGH 6TH COURSES: Each succeeding course, up to and including the sixth course, should start with a shingle one-half of a tab (6 ") shorter (cut -off from the left end) than the previous course (Figure 10 -16). Expose each course 5 NOTE: Most CertainTeed 3 -tab shingles have 3 aligning notches cut into the headlap which can be used as a guide to line -up the cut -outs. Figure 10 -18: Fkubing around a chenner 98 Cbrpler 10 CERI'AINTEED SHINGLE .APPLICA'TOItS 6tANL'AL Figure 10 -16 Half -Tab Helbod. -ro � a 11,x► ��1�2��.�i tau � � I� �- — a � yws Ap �1 e� WW &�r W o l ` )C- a" ylfi�45)K6 bvr v pweb i n v 1�, r 77 4d 4 rq�os N - 6 M mme-