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BLD2018-08420 ' CITY OF EDMONDS 121 5TH AVENUE NORTH -EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 07/01/2019 Pennit#: BLD20180842 Expiration Date: 07/ 020�e\,,� Project Address: 7606 206TH ST SW, EDMONDS Or Parcel No: 00614300000605 PROPERT1'OWNER APPLICANT CONTRACTOR DAMIAN KONASIEWICZ DAMIAN JOHN INSTALLATIONS 12310 HWY 99 STE 110 C/O DAMIAN KONASIEWICZ EVERETT, WA 98204 123 10 HWY 99 SUITE 17110 EVERETT, WA 98204 (206) 799-8927 (425) 322-5530 - I ICFNSE #: DAMIAJ1822DA EXP:03/01/2020 JOB DESCRIPTION SFR TO DUPLEX - REMOVE/REPLACE STRUCTURAL ELEMENTS - RE1\40VE/ADD INTERIOR NON-BEA RING WALLS/DOOR—S TO RECONFIGURE SPACES - REMOVE/ADD WfNDOWS - MECHANICALAND PLUMBTNGfNCLUDED VALUATION: $131,125 PERMIT TYPE Residential PERMIT GROUP- 04 - Alteration/Remodel GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: VB RETAINING WALL ROCKERY OCCUPANT GROUP- R-3 OCCUPANT LOAD: FENCE: 0 X 0 FT.) CODE: 2015 IRC/UPC[WSEC JOTHER ------- OTHER DESC IZONE: RM-2.4 JNUMBFR OF STORIES: I VESTED DATE: INUMBER OF DWELLINGUNITS: 0 LOT 4: EXISTINGAREk BASEMENT: 0 1 ST FLOOR 0 2ND FLOOR: 0 PROPOSED ARE% 07ASEMENT 0 1 ST FLOOR� 0 2ND FLOOR: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER- 0 13RD FLOOR 0 GARAGE: 0 DECK: 0 OTHER: 0 BEDROOMS 3 BATHROOMS 3 1B DROOMS: 3 BATHROOMS- I FRONTSLTBACK SIDESETBACK REAR S E`r;ACK REQUIRED: 15'N PROPOSED� 55.51N RED: I O'E PROPOSED: I O'E [��TREI)i 15'S PROPOSED� 3.5'S HEIGHT ALLOWED:O PROPOSED 0 IREQUJRED: I OW PROPOSED 4W SETBACK NOTES: No change to existing setbacks or height. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLO ED VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION Y INSURANCE AND RCW 18:27. IS TMtZZATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DB�UW AND ALL FEES ARE PAID. 9,gs ew. 71111? Print Narne Date Released By Date 10, I/ ATTENTION ITIS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL WSPECTION HAS BEENMADE AND APPROVAL ORA CERTIFICA fE OF OCCUPANCY HAS BEEN GRANTED. UBC1091 IBC I 10i IRC 110. E-1 FIRE = APPLICANT = ASSESSOR = crry STATUS: ISSUED BLD20180842 0 Approval of this foundation design is conditional subject to inspection of existing site soil con ditions. 0 Retaining Walls must be designed and constructed to resist the lateral pressure ofthe retained material. Provisions must be made forth e control and drainage of surface water around buildings. Installer shall provide the manufacturees installation, operating instructions, and a whole house ventilation system operation description. A label shall be affixed to the whole house timer control that reads " Whole House Ventilation" (see operating instructions). Hose Bibbs (exterior faucets) are required to have a perrnanently affixed anti -siphon device installed. In addition to the required pressure/relief valve, an approved listed expansion tank shall be installed on all hot water tanks. Per UPC 608. Obtain Electrical Permit fi-om State Department of Labor & Industries. 425-290-1309 Pursuant to UPC 605.2 a water set -vice shutoff shall be installed on the water line as it enters each dwelling unit. Gas pipe test must be observed by City Building Inspector, affidavits shall not be accepted. Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check thejob card for all required City inspections including final project approval and final occupancy inspections. Any request foralternate design, modification, variance or other administrative deviation (hereinafter "variance") fi-om adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. • Approval of any plat or plan containing provisions which do not comply with city code and forwhich a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. • Manufacturet's specifications of air-impen-neability and required depth/R-value must be provided as a deferred submittal and approved prior to installation • Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00amto 6:00pm on weekdays and 10:00arn and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites /activities must comply with the noise limits of Cliapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harrnless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance for this permit. Issuance ofthis permit shall not be deemed to 0 modify, waive or reduce any requirements of any City ordinance nor lirrdt in any way the City's ability to enforce any ordinance provision. 0 Nothing in this permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing 4% illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the s ite plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A) (6) TO SCHEDULEINSPECTIONS IL BUILDING 1 ENGI NEEFU NG (425) 771-0220 EXT. 1326 11. Go to: www.edmondswa.gov Building Department Inspections 11 12. Then: SeNces are now scheduled online. If you FIRE (425) 775-7720 3. Then: Perm its/Development ha\e difficulties, please call the q L 4. Then: Online Permit Info Building Department front desk for PUBLIC WORKS (425) 771-0235 5: If you don't ha\e one already, create a assistance during office hours. login (upper right hand comer) (425) 771-0220 RECYCLING (425) 275-4801 5 16: Schedule your inspection I I I When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection — being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning 2r afternoon. — B-Pre-Con E-a-osion Control/Mobilization E-Water Service Line EDriveway Form & Slope Ver. E-Engineering Final • B-PRECONSTRUCTION MEE-FrNCREQLARED • B-Footings • B-Isolated Footings/Piers B-Plumb Ground Work B-First Floor Framing B-Plumb Rough In B-Gas Test/Pipe B-Mechanical Rough In B-Window Flashing B-Fire Rated Wall Framing B-Firestopping B-Framing-Smoke/CO Alamis B-Wall Insulation/Caulk B-Spray-Foam Roof Insulation B-Energy-Energy Credits B-Building Final BOther ov E DAf CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED ENG20190238 WATER METER RECORD Perrnk Number: ENG20190238 Job Address: 7606 206TH ST SW, EDMONDS PROPERTY OWNER CONTRACTOR DAMIAN KONASIEWICZ DAMIAN JOHN INSTALLATIONS 12310 HWY 99 STE I 10 12310 HWY 99 SUITE FI 10 EVERETT, WA 98204 EVERETT, WA 98204 (425) 322-5530 LICENSE;V� DAMIAJI822DA EXP: 03/01/2020 JOB DESCRIPTION DESCRIPTION OF WORK: Installation of 2nd water rneter for new duplex METER SUE: 5/8 " + 3/4 " I Y NEW SERVICE FROM CITYMAIN TO PROPERTY LINE • ASPHALT/CONCRETECUT • FINAL PATCH BY CONTRACTOR OWNERNAME: BILLINGADDRESS: INSTALLATION FEE: $2,920.00 CONNECTION FEE: T5,050.00 STREET CUT DEPOSIT: $0.00 • SFR N IRRIGATION E APARTMENT / CONDO - UNITS: N • DUPLEX Ffl FIRE CONNECTION N I MIXED USECOMMERCIA L FLOORS N TRIPLEX N OTHER: N COMBO FIRE/DOMESTICBACKFLOW ASSEMBLYREQtARED RESIDENTIAL UNITS: 0 PUBLIC WORKS INSTALLATION-UTILI[TV BILLING WNUMIF—DIMM UNLOCKED PROJECT NUMBER: METER NUMBER: STYLE: METER REA DING: MANUFACTURER'S #: METER LOCATION: SERVICE MATERIAL: DATE OF WORK: REMARKS: U/B A CCOUNT: READ AFTER ADDRESS: LOCATE REQUEST #: DATE CALLED: AND REGISTER PRESSURE: 0 CPM: 0 WORK BY.-_ * * *ATFAC H DRAWING WHEN NECESSARY*** ROUTE: WATER SUPPLIER: ISSUED TYPE OF REPAIR = Asphalt Roadway/Walkway = Concrete Sidewalk = Concrete Curb AREA REPAIRED ( Ft X Ft ) = Sq. Yds ( Ft X Ft ) = Sq. Yds ( Ft X Ft ) = Sq. Yds ( Ft X Ft ) = Sq. Yds ( Ft X Ft ) = Sq. Yds ( Ft X Ft ) = Sq. Yds Lineal Ft Lineal Ft Lineal Ft Total Repair Costs: Less Street Cut Deposit: Invoice/Refund: ENG20190238 REPAIR COST $0.00 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 *PERMIT MUST BE POSTED ON JOBSITE* STATUS: ISSUED ENG20190237 SIDE SEWER PERMIT (I -Single Family) Permit Number: ENG20190237 Expiration Date: 07/01/2020 Job Address: 7606 206TH ST SW, EDMONDS APPLICANT CONTRACTOR DAMIAN JOHN INSTALLATIONS DAMIAN JOHN INSTALLATIONS 123 10 HWY 99 STE I 10 12310 HWY 99 SUITE FI 10 EVERETT, WA 98204 EVERETT, WA 98204 (425) 322-5530 LICENSE #- DAMIA-TIR??DA FXP: 03/0!L?020 N N JOB DESCTtP70N REPA IR NN PROPOSE TO RELJSELATERAL LID NUMBER: GRINDER PUM P HN PROPOSE TO RELJSE SIDE SEWER F N I DRA INA CE Install 6" clean out at property line and replaces ewer as needed. EASENIENTINFORMATION N PROJECT CROSSES OTHER PRIVATE PROPERTY VERIFICA TION OF RECORDED EA SEM ENTS COMPLETE IA7)EMNITY- The Applicant has signed an application which states helshe holds the City ofEdmonds harmlessftom injuries, damages or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City ofEdmonds or any ofits departments or employees, including but not limited to the defense ofany legal proceedings including defense costs and allorneyfees by reason ofgranting this permit. CALL DLALA-DIG (1-800-424-5555) BEFOREANY EXCAVATION CALL FOR INSPECTION (425) 771-0220 EXT. 1326 24 HOUR NOTICEREQUIRED FOR ALL INSPECTION REQUESTS APPLICATION APPROVAL THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE CITY ENGINEER OR HIS/HER DEPUTY AND FEES ARE PAID, AND RECEIPT IS ACKNOWLEDGED IN SPACE PROXIDED. Printed: Monday, July 01, 2019 i �t) 7111,1? RELEA SED BY DATE E-1 FRE COPY F� INSPECTORCOPY F-� APPLICANT COPY STATUS: ISSUED ENG20190237 Refer to City of Edmonds Side Sewer Inforiwtion handout for approved pipe materials, inspections and other requirements. A 6" cleanout with 12" locking cast iron lamphole cover is required at the property line. Maintain 10'separation between the sanitary side sewer and the water service line. A separate right-of-way construction perrrdt is required for work within the City right-of-way. Condition of the existing lateral to be verified by the City's Public Works Dept. to obtain approval for reuse. Contact Edmonds Sewer Division at 425-771-0235. Condition of the existing sanitary side sewer to be verified prior to obtaining approval for reuse. TV inspection required. Video to be subirritted to City for review. Easement and/or permission fi-om adjacent property owner is required prior to entry/work within adjacent property. Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per City standards that is caused by or occurs during the permitted project. Owner/Contractor to provide Side Sewer asbuilt at final inspection. See City Standards for requirements. Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites /activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, aris ing directly or indirectly from the issuance of this penTfit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance not lirnit in any way the City's ability to enforce any ordinance provision. I INSPECTIONS 0 E-Sanitary Side Sewer Inspection PARTIAL INSPECTION PARTIAL INSPECTION FINAL INSPEC71ON APPROVED DATE: INITIAL: NOTES: DATE: rMTIAL: NOTES: DATE: INITIAL: BUILDING PERMIT APPLICATION rMif #: 7PP-if #- j Development Services 6U?�rljq, Building Division 121 Sth Ave N / Edmonds, WA 98020 '11 C. I S C) 425.771.0220 For handouts, submittal requirements, permit status and inspection scheduling information go to: http://www.edmondswa.gov/ JOB SITE INFORMATION/LOCATION: (Where tKe work is taking place) Job Site Address: Parcel: ( ) C2 Lot /Unit/Suite #: Subdivision: IITDI�� t7 PROPERTY OWNER: Name: k1i IA -51c Mailing Address: C City/State/Zip: Phoneft: f"o Z--7 Email: OWNER INSTALLATION: *If yes, read and sign* Will work be performed by the property owner? 0 Yes 0 No I own, reside in, or will reside in the completed structure. This installation is being made on property that I own which is not intended for sale, lease, rent, or exchange according to RCW 18.27.090. Owner Signature: APPLICANT / CONTACT INFORMATION: Name of Applicant: A —Lc Mailing Address: City/State/Zip: /X-r-Alky Phone #: E-mail: C_ (T-1" �j V C� i v V, k-- GENERAL CONTRACTOR: rent from applicant) General Contractor: Mailing Address: City/State/Zip: Phone #: E-mail: WA STATE CONTRACTOR L & I # (CCB) & EXPIRATION DATE: CITY OF EDMONDS BUSINESS LICENSE #: TYPE OF PERMIT (Provide Details on Page 2) El Accessory Structure/ Detached Garage 0 Addition • Demolition 0 Mechanical • New Single Family/ Duplex KPlumbing • Fire Sprinkler ��emoclel EI New Commercial/ Mixed Use 0 Re -Roof 0 Signs 0 Tank D Tenant Improvement 0 Other Remodel Permit fees are based on: The value of the work performed. Indicate the value (rounded to the neOFeSt dollar) of all equipment, materials, labor, overhead, and the profit for the work indicated an thi lication. Valuation: PROPOSED NEW SQUARE FOOTAGE FOR THIS APPLICATION Basement sq ft: Finished 0 Unfinished 0 1st Floor, sq ft: 2 nd Floor, sq ft: Garage/Carport:, sq ft: Deck/Covered Porch/Patio: Other sq ft: PROJECT DESCRIPTION C� IA "Tv" eit /"-;i R -'Q� I LA2�VN L/ iAct —I rX'Lv'4 I certify that the information I have provided on this form/application is true, correct and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Edmonds. Print Name: Signature: Date lb V1 GENERAL COMMERCIAL DATA Occupancy Group(s): Occupant Load(s): Type(s) of Construction: Fire Sprinklers: Yes El No El WA STATE ENERGY CODE: If your project affects the building envelope, mechanical systems, and/or lighting, you must complete the appropriate WSEC forms. DEFERRED SUBMITTALS: All commercial building permits that will require associated plumbing, mechanical, fire sprinkler, and/or fire alarm permits are applied for separately. TI / CHANGE OF USE / NEW BLDG: Include TRAFFIC IMPACT worksheet MECHANICAL EQUIPMENT COUNTS (New and Relocated) BTUs Gas Elec Other Qt7yJ A/C Unit /Compressor Air Handier /VAV Boiler Dryer Duct' Exhaust Fans Fireplace Furnace Heat Pump Unit Ls� Hydronic Heating Roof Top Unit (Provide eleva- tions if a Commercia I Bldg) Other: PLUMBING FIXTURE COUNTS (New, Relocated or re -piped) Qty QtY Clothes Washer Tub/ Showers Dishwasher Backflow Device (RPBA, DCDA, AVB) Drinking Fountain Pressure Reduction/ Regulator Valve Floor Drain/Sink Refrigerator Water Supply Hose Bibs Water Heater - Tankless? Y or Hydronic Heat t1) Water Service Line Sinks (a-2_ Other: s t.�2 Other: GAS/FUEL CONNECTION COUNTS (New, Relocated or re -piped) BTUs Qty BTUs Qty A/C Unit Outdoor BBQ / Fire pit Boiler Stove/Range/Oven Dryer Water Heater Fireplace/ Insert Other: Furnace Other: MEDICAL GAS, AIR VACUUM COUNTS (New, Relocated or re -piped) City Qty Carbon Dioxide Nitrous Oxide Helium Oxygen Medical Air Other: Medical - Surgical Vacuum Other: DEMOLITION Type of structure to be demolished: ItQ4"L i 0(�_ U," U Square footage Of structure to be demolished: AHERA Survey done? Y / N PSCAA Case #: Critical Areas Determination: Study Required El Conditional Waiver El Waiver El il6ikli Fill in Place EJ Fill Material: Removal M Size of Tank (Gallons) Critical Areas Determination: Study Required E-1 Conditional Waiver El Waiver El G IRADE/F ILL/ EXCAVATE Grading: Cut cubic yards Fill cubic yards Cut / Fill in Critical Area: Yes 0 No GENERAL PROVISIONS APPLICATIONS: Applications are valid for a maximum of 1 year. ESLHA Applications, 2 years. LICENSING: All contractors and subcontractors are required to be licensed with Washington State Department of Labor & Industries and have a current City of Edmonds Business License. May 23 2019 Re: Plan Review Comments from Chuck Miller, City of Edmonds Building Division (April 8, 2019) April 8 2019 comments: Provide a letter, signed by the owner/owner's representative, incorporating the above information thatthe work proposed under building permit BLD201 8-0842 is less than 75% of the replacement cost and not subject to all of the applicable requirements for a new structure. Hi Chuck, We have called several masons, foundation experts, framers, and roofers in an attemptto puttogetherthe cost estimates you are asking for. The numbers we gave you are conservative as the range in prices we got were any where from 15% lower to 30-40% higher than what we wrote in the cost estimate. Based on the cost estimates we've received, the portion of the property we are keeping will save us $129,600 as compared to replacing those items. If we assume a mid -point cost estimate to newly -build the property of $410,000, then we are saving just over 30% of the cost compared to building new. I believe this meets your at-least-25% threshold? My wife and I fully intend to live in this property and we look forward to being members of the Edmonds community, We actually thought we'd be living there by last Thanksgiving. We are not general contractors. I'm an electrician and my wife is an interior designer. We plan to do as much of this work ourselves as we can, hiring outside contractors as little as possible as we still only have the $200,000 budget to complete the much more extensive work revealed in the permitting process. If we had to replace this building in full and hire outside contractors to build it, we'd have to abandon the property - we do not have the budget to build this property from scratch. All we are trying to do is turn it into the house that we thought we bought. We bought the house as a duplex - it was listed and sold as a duplex, and we bought it under that understanding. We simply wanted to remodel our existing duplex, and had a $200,000 budget towards that end. During the course of the permit process we learned that the house is not actually what we were sold (ie, that it was in fact still a single family dwelling, not a legal duplex). Through permitting (and discovering that the property had not actually been converted to a duplex) we learned that we have to increase parking coverage, likely run an entire new sewer line, and run a whole new water supply line with meter (and of course pay the unexpected permit costs for the new water line and water meter.) By our best conservative estimates these additional changes in order to meet City of Edmonds requirements pushes us over our $200,000 budget, close to the $300,000 mark. If we were to have to bury the electrical and re - landscape as a new build, it would put an undue burden on an already stressed budget. We love the shape and style of the house - such great mid-century lines, but over time the interior had gotten very neglected, and the division into a duplex (or what we were told was a duplex) was not thoughtfully executed. We created a design that would save as much of the structure as possible in order to create a home that we would want to live in and be proud to share. Perhaps it was naive of us to not know to ask if the property had been legally converted. We've learned quite a lesson in this process. We hope that with this letter we will finally be able to start remodel work on what we hope will be our home. Permit #BLD2018-0842 May 23 2019 Re: Plan Review Comments from Chuck Miller, City of Edmonds Building Division (April 8, 2019) COMMENTS FROM CHUCK MILLER On shoot A-2.2 - ROOF PLAN & DEMOLITION PLAN: 1. DEMOLITION PLAN/NOTES - The proposal to remove all of the exterior and interior wall finishes, a significant portion of the interior walls, all of the roof and floor sheathing,and presurn ably all of the mechanical, electrical, and plumbing systems appears to be more than 75% of the existing structure, exceeding the allowable extent of removal and reconstruction of the existing structure under a permit as an 'alteration/t e mod t-l. If more than 75% of the existing structure will be removed, the project is required to be in conformance with the full provisions of the City of Edmonds Community Development Code (ECDC)as that of a now structure, including infrastructure such as buried utilities and frontage improvements. For the consideration and review of the proposed extent of removal and replacement of the existing building to be as that for an alteration/remodel, thv following information must be provided to the Building Official and be formatted as follows: Provide a cost estimate for the current replacement cost of only tho existing structure - if the structure was to be constructed today, exactly as it was years ago, what would the cost be? No information need be provided regarding the cost of such items as surveying, utilities, provisions for p,irking, landscaping, etc. Cost Estimate: Assuming a cost of $120 to $165 per square foot to build a new structure as existing, from scratch, the cost to build this home new, as existing, would be $350,000 to $500,000 depending on finishes. This is for the finished structure only, not other items such as as surveying, utilities, provisions for parking, landscaping, etc. Provide a cost estimate of the value of the portion of the building to be retained that is greater thin 25% of the amount determined above, indicating each of the specific elementi (footings, slab, walls, etc.) and their extent (linear feet, square feet, etc.). Those'existing'items are to be noted and represented on the plans (such as on the 'DEMOLITION PLAN') to verify the retention of the indicated r-lements during the course of work proposed for the project. Cost estimate of the value of the portion of the building to be retained: 1) Roof system (approx 3500 SF) -existing roofing material and underlayment and existing roof sheathing totif quantity: 3500 - I, co -A to toph(v 100';� /,1100 v,f &iy/4 xtt i i t �,r i iq t f-)VI f �jlfllljlf�(] fl-1011 -existing roof framing (keep, except anything we need to replace per structural) 11)tal t It—i Itily: 3500 0, 1 ),it I t) I' -PI ;( l,' I co'L' , 00,000 I Itlawity/t-Atent kel"Fan' I I UOT'. I r 3,100 LWA LUV1111 1�, OV"I buil, I'll, J -fascia board (keep) altry- -�:)u f.�,, t. k - -,! !() r !I - � - . 1'�X ;�' 00 i.lfoj W�G'r'� rig "A) 1-11 11 Page 1 of 2 Permit #BLD2018-0842 2) Existing chimney (keep, no work being done) total quantity: 20' tall I 5'wide brick chimney, cost to replace 100% $22,000 quantity/extent keeping 100% cost savings over building new $22000 3) wall system: patch existing windows and doors framing/sheathing/siding and locate new window and door openings as per plan. -existing exterior wall sheathing total ouantity: 2052 sf, cost to replace 100% $4500 for labor and material quantity/extent keeping 60%, or 1231 sf cost savings over building new S2700 -existing wall framing - furred out existing 2X4 wall to 5.5" depth to provide cavity depth for new R21 insulation to code and make changes as per structural total quantity. 3000 sf, cost to replace 100% $20,000 for labor and material quantity/extent keeping 35%, or 1050 sf cost savings over building new $7000 4) Floor system: floor framing remain except areas where new foundation are needed - floor sheathing (keep), except where new foundation is needed total quantity: 2600 sf, cost to replace 100% $6,000 for labor and material quantity/extent keeping 75%, or 1950 sf cosL savings over building new $4500 - floor framing (keep), except where new foundation is needed toial quantity: 2600 sf, cost to toplace 100% $13,000 for laborand material quantity/extent keeping 75%, or 1950 sf cost savings over building new $9750 - R30 insulation (keep 2600 sf, contractor to verify existing is R30 or better) total quantity: 2600 sf, cost to replace 100% $8,000 for labor at id material quaritity/extenL keeping 50%, or 1300 sf cost savings over building new $4000 5) Foundation: - existing foundation to remain unchanged, except per structural and with the exception of add new vents per locations in plan sent 5/13/19 and relocation of one existing vent total quantity: 3000 sf, cost to replace 100% $41,000 for labor and material quantity/extent keeping 100%, or 3000 sf cost savings over building new $41,000 TOTAL SAVING $129600 (35% of a $375,000 new build) Page 2 of 2 Permit #BLD2018-0842 S(.OD akolav osqak 11 Structural Calculations Cover Sheet 11 Project Number: 2018.042 Project Name: West Remodel Date: ;R17111 Structural Design For: Structural design for a home remodel. Construction Type: Conventional wood framed construction, with a conventional concrete foundation. cvy cafy CODES 2015 International Building Code (IBC) 2015 NDS R rE.' 3 U 0 ASCE 7-10 4 Af a I '�� r MAY 3 1 2019 BUILDING DEPARTMENT LOADS �P' ��' 6, z-3434 CITY OF EDMONDS Floor Live Load 40 psf Dead Loads As required Roof'snow Load 25 psf Deck Load 60 psf Wind----- 110 mph, Exposure-B, Per ASCE 7- I-0-Section 28., Kzt = 1.0 Seismic Per ASCE 7- 10 Section 12 Peak Ground Accelerations (PGA) based on USGS Hazards Program 2003, by Lat/Lon. PGA I sec =.499 PGA.2sec=1.227 %V=.138*DL Material Design Values Soils (assumed) Minimum 2,000 psf allowed bearing (subject to field verification) Concrete fc--2,500 psi; 5-1/2 sack mix, or alternate mix pre -approved by bldg. dept. Reinforcing Grade 40 or 60; Fy=40,000 psi minimum Sawn Lumber Joists, Rafters: Hem -Fir #2 and better Beams: 4x: DF-L #1 6x_: DF-L #I Posts: DF-L #1 Studs & Plates: Hem -Fir Standard Glu-Lam Beams 24F-V4 for simple span beams, 24F-V8 for cantilevered beams Parallam Beams 2.OE PSL, Fb--2,900 psi, Fv--290 psi, E=2.0* 10^6 psi (minimum) Microllam, Beams 1.9E LVL, Fb--2,-600 psi, Fv--285 psi, E= 1 .9* 10^6 psi (minimum) Anchor Bolts ASTM A325 hold down bolts, F 1554 Anchor Bolts, A307 other bolts CONSULTING STRUCTURAL ENGINEERING SERVICES, INC. 6311 - 17th Avenue NE, Seattle WA 98115 (206) 527-1288 email john@cses-engineering.com Structural Engineering Consulting and Design i8F0 R 7 E' MEMBER REPORT ID6- E 8FAM 1 priece(s) 5 1/4" x 16" 2.OE Parallam@ PSL Left overh imurn length of 7' for this productaK Overall Length: 33'9" 2V All locations are measured from the outside face of let support (or left- cantilever end).All dimensions are horizontal, j Design Results Actual 0 LoCallOn AlkrAnd Itesult LDF I Load; Combinatim (Path") Memb& Reaction (lbs) 9247 0 8'2 31r 12272 (5.50") Passed Q5%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 5176 @ 9'9 1/2" 18676 Passed (28%) 1 . 15 1,0 D + 1.0 S (Aill Spans) Moment (R-lbs) 28569 @ 21' 10 5/16- 60297 Passed (47%) 1.11 Live Load Defl. (in) 0.565 @ 21' 17/8' 0.845 Passed (L/539) -- Total Load Defl. (in) Deflection criteria: LL (1.1360) and TL (1.1240), K overhang deflection criteria. LL (21.1360) and TL (2LJ240). Top Edge Bracing (Lu): Top compression edge must be braced at 33' 9� 0/c unless detailed otherwise. Bottom Edge Braring (Lu)-. Bottom compression edge must be braced at33'9* o/c unless cletailied otherwise. upward deflection on left caftlevw oceeds 0.4". System: Poor Member Type: Drop Beam Building use: ResidenUed 1.0 D + 1.0 S (Ailt Spans) Suitding Code: IBC 2015 1.0 D + 1.0 S (lVt Spans) Design Methodology -. ASD 1.0 0 + 1.0 S (Aft Spans I suppoirts Searing Length ILO"S to SUPPOtft (ft) Acoessortes I Total Available Required Dead snow Total I - Stud wall - SPF 5.50, 5.50- 4.14" 3965 5282 9247 Blocldng 2 - Stud wail - SPF 3.50" 3.50- 2.2.2- 2052 2892 4944 Mocking - Blocking Pands are assumed to carry rw) Wa applied directly above them and ft full bad Is app%ed to the member being designed. Loads Locadw (Swe) Trlhutwy Width D�"d (0-900) snow (1.1S) Comments i 0 - Sell WeQht (PLF) 0 to 33' 9" N/A 26.3 1 1 -Unftm (PSF) 0 to 33'9" (Fforrt) 91 6" 16.0 25.0 Residential - Living Notes 'Weyerhaeuser warrants that the string of its products will be in accordance with Weyerhawser product design criteria and published des�gn values. weyerfiaeuser expressly disclaims any other warranties related to the software. Use of this software Is not Interxied to circumvent ft need for a design professional as determined by the auftmy having Jurisdiction. The deMWvr of record, builder or framer is responsible to assure that this calc� is compatible with the overall project, Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this softwam Product manufactured at Weyefteuser Willies are thixtl-party certified to SUStairkItM forestry SW43rdS. Weyerhaeuser Engineered Lumber Products have been evaluated try ICC ES under technical reports ESR-1153 and ESFZ-1387 wd/or tested! In accordance with appli� ASTM standards. For current code evaluation reports, Weyerhaeuw pmduct literature and installation details refer to www.weyediaeuser.LonVwoodproductsidocunient-�brdty, The product applfcaw, input design 4oa� dimemons and support InfocriTation have been provided by Forte Software Ope-ator 367 JP e 41' PfFP FW7--,5V&"- 0 SUSTAINABLE FORESTRY INITIAT!VE Fort* Software operator Job Notes 'U', 8/2019 7:40. 17 AM i— — - — --- j P'ela �In�'nso- I Forte v5 4. Desion Engine. \/7.1.1.3 z S West.41e- il,3 �79-21,5��, Page I of 1 John S. Apolis, P.E. CSES, Inc. Job number: 2018.042 Project: West Date: 18-Jan-19 Architect: Page number: R2 �Post Design (Combined Axial and Moment Loading) 2015 International Building Code (IBC) 2015 N1D§ Beam Description: Posts Supporting Ridge Beam EnterTfor wind load: EnterT for repetitive member: EnterT for wet use: Geometry and loads: Heigbt 12 ft w(d) 20,,0 plf P 10000 lbs w(b) 0 pif Le(d) 12 ft Le(b) 12 ft Material ProBerties: Fb1 850 psi Fb(d)' 977-5 psi Fb2 - 8-50 psi- Fb(by 977�5 psi Fc 1300 psi Fc' 511 psi E 1.3 xIOA6psi F 1.3 xIOA6psi Emin 0.47 xIOA6psi Emin' 0.47 xIOA6psi I Member: BF#2 5.5 x 5.5 b d Member properties: Variables - Section Modulus (d): 27.7 in^3 Rb(d) 5.12 Section Modulus (b): 27.7 inA3 Rb(b) 5.12 Section Area: 30.3 inA2 c 0-8 Member stresses: Provided FcE(d) 564 psi FcE(b) 564 psi FbE 21542 psi FbE 21542 psi Required > fc 331 psi > fc 331 psi > fb(d) 156 psi > fb(b) 0 psi Bendine and Axial Compression Check: NDS 20 10 EQ 3.9-3 0.80 ,�8 F 0 R T E - MEMBER REPORT ONITA 900F 8,9ifM I plece(s) 3 1/211 x 16n 2.OE Parallam@ PSL PASSED 93 Overall Length: 24' 24' All locations are measured ftom the outside face of left support (or left cantilever end).All dimensions are horizontal. 1 Design Results Aftal 0 Lomfion Allowed Result LOP .— ----I Load., Combinatim (Pattern) Member Reaction (lbs) 3900 @ 4- 8181 (5.5W) Passed (480/4) -- I �O D + 1.0 5 (All Spans) Shear (lbs) 3317 @ V9 1/2� 12451 Passed (27%) .1.15 1.0 D + I.OS(AJI Spans) 1 Moment (R-lbs) 22116 @ 12' 40198 Passed (55%) 1.15 1.0 D 1.0 5 (All Spam) Uve Load Defl. (in) 0,550 0 12' 0.778 Passed (L/509) 1.0 D + 1.0 S (All Spans) Total Load Defl, (in) O�953 @ 12' 1.167 Passed (L/294) 1.0 D + 1.0 S (91 Spans) DeflectJon criteria: LL W360) and TL (Li240). Top Edge Snacing (Lu); Top compression edge list be WdCed at 21' 9' o/c unless detailed otherwise. Bottom Edge Bracing (Lu): BoWn compression edge must be braced at 24' o/c unless detailed otherwise. i PPOft- rsu B-CLIV Le"th Loads to Supports (lbs) Agc9p9ries -.-TCUI-- t Avaihme, JJttAftQWUIreid- -0-ea -w I - Stud wall - SPF S-50' 5.50' 2.6r 1650 2250 3900 Blocldng 2 - SW wall - SPF 5,50- 5.5T 2A2- 1650 nSO 3900 StorAng - Blockng Panels are assumed to carry no loads applied directly above them and the full toad is applied to the member being designed. I i Loads I I Tributairy Dead Location (Side) Width (0.90) S. (1.15) I Com""Oft i 0 - Self Weight (PLF) 0 to 2W N/A 17.5 I - Uniform (PSF) 0 to bf (Front) 7* 6" 16,0 25.0 Residential - Living i Weyerhaeuser warrants that the swng of its products will be in accordance with Weyierhaeuser product design criterlei and published design values. Weyerbaeuser expressly disdarm any other wanrantfes related to the scifthkare. Use of thissoftare is not intended to circumvent the need for a design professional as determined by ft authority having Jurisdiction. The designerof record, &IPJer or ftamer is responsible to assure tha this cWculation is compatible with the overall project Accessories (Rim Board, Blocldng Ainels arid Squash Blocks) are no, designed by this safltware. Products manutfactured at Weyerhaeuser Wities are third -party certified to sustamable forestry stan0ards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and MR-1387 andlor tested in accordance with appUcdlile ASTN standards. For current code evaluation reports, Weyerhaeuser product literature and installation dettuls refer to wy4w.weyetiae�.comlwoodmducts/dDcument-bbraiy. 'rhe product application, input design loads, dimensions and support information have been provided by Forte Sofavare Operator Forte Software Operator j.L' Notes i Bret; WE-57 System : I'loor Member —type : Drop Beam Building Use -. Residential Building Code : rBC 2015 Design 16*11hodology : ASD 0 SUSTAINABLE FORESTRY INMATOVE V 212019 ,-2 U 6�-22.36 AM FcTte v-15 4, Design Engine- V7.1. 1 3 Page 1 of 1, John S. Apolis, P.E. CSES, Inc. Job number: 2018.042 Project: West Date: 22-Jan-19 Architect: Page number: R4 Post Design (Combined Axial and Moment Loading) 2015 International Building Code (111C) 2015 NDS Beam Description: Unit A Roof Beam Interior Post EnterTfor wind load: EnterTfor repetitive membe : EnterT for wet use: Geometry and loads: Height 11 ft w(d) 0.0 pif P 4000 lbs w(b) 0 plf Le(d) 11 ft Le(b) 11 It Material Pronerties: Fbl 850 psi Fb(d)' 850 psi -Fb2- 950 psi - Fb(b)' 950 psi Fc 1300 psi Fe 259 psi E 1.3 x I OA6psi F 1.33 xlOA6psi Emin 0.47 x I OA6psi Emin' 0.47 xlOA6psi I Member: HF#2 3.5 x 4.5 h d Member properties: Variables: Section Modulus (d): 11.8 inA3 Rb(d) 4.78 Section Modulus (b): 9.2 inA3 Rb(b) 6.96 Section Area: 15.8 inA2 c 0.8 Member stresses: Provided Required FcE(d) 449 psi > fc 254 psi FcE(b) 272 psi > fe 254 psi FbE 11631 psi > fb(d) 0 psi FbE 11631 psi > fb(b) 0 psi Bending and Axial Compression Check: NDS 20 10 EQ 3.9-3 0.96 < 1.0 r o-- -96 FOOTI U6 bF N 41 16 P 5-"(- jC9 'A /'�5 'r '< John S. Apolis, P.E. CSES, Inc. Job number: 2018.042 Project: West Date: 18-Jan-19 Lrchitect: Page number: R5 Post Design (Combined Axial and Moment Loading) 2015 International Building Code (IBC) ZUI�l Nun Beam Description: Unit A Roof Beam Exterior Post EnterTfor,wind lead: EnterTfor revetitive member: EnterTfor wet use, Geomgtry and loads: Height 11 ft w(d) 10.0 plf P 2000 lbs w(b) 0 plf Le(d) 11 ft Le(b) I I ft Material Properties: Fb1 850 psi Fb(d)' 977.5 psi Fb2 8-50-psi Fb(by Fc 1300 psi Fc' 261 psi E 1.3 x]O,*,6psi E' 1.3 x I 0^6psi Emin 0.47 xlO,16psi Emin' 0.47 xIOA6psi Selected Member: HF#2 3.5 X 4.5 b d Member properties: Variables: Section Modulus (d): 11.8 inA3 Rb(d) 4.78 Section Modulus (b): 9.2 inA3 Rb(b) 6.96 Section Area: J 5.8 inA2 c 0.8 Member stresses: Provided Required FcE(d) 449 psi > fc 127 psi FcE(b) 272 psi > fc 127 psi FbE 11631 psi > fb(d) 154 psi FbE 11631 psi > fb(b) 0 psi Bendine and Axial Comvression Check: NDS 2010 EQ 3.9-3 0.46 < 1.0 John S. Apolis, P.E. CSES, Inc. Project: Architect: BEAM DESIGN (Uniform Load, Sim 2015 Seattle Building Code (SBC) Beam Description: Unit A Header Enter'll for incised PT lumber. Enter'l'for fully supported, I Geometry and Loads: Span: 5 ft DL unit load: 16 psf Addl unif. DL: 0 lb/ft K11 * At: 140 ftA2 DL uniform load: 224 lb/ft LL uniform load: 350 lb/ft Total load- 574- -lb/ft Material Pronerties: Job number: 2018.94a Date: 18-Jan-19 age number: R6 Enter'l'fbr�_snowload; Enter'l'for remtitive member: Enter'l' for wet use: Enter'l'for reduced live load:, Tributary Width: 14 ft LL unit load: 25 psf Add'l unif. LL: 0 lb/ft Reduced LL: 25 psf Max DL reaction: 560 lbs Max LL reaction: 875 lbs Max Total-reactiow. 1;43,5 lbs- 2015 NDS E 1.3 x 10A6 psi F 1.3 x 10116 psi Fb 850 psi W 1173 psi FV 150 psi Fv' 172.5 psi Fc perp 405 psi Fc perp' 465.75 psi (Allowable design values include modification factors per NDS 2012) Deflection analysis: For total load: Allowed deflection criteria, span/ 360 For LL only: Allowed deflection criteria, span/ 480 Max. allowed total defl: 0.167 in Max LL defl: 0.125 in Total defl. * 1: 6.2 Required 1: 3 7 in14 LL defl. * 1: 3.8 Required 1: 30 in",4 Actual deflections: TOTAL: 0.065 inches LL: 0.040 inches Force analysis: Max Shear: 1435 lbs Max. moment: 1794 ft-lb Shear @ d = 1088 lbs IlSelected Member: HF #2 3.000 x 7=25 11 Member properties: Provided: Required: Moment of inertia: 95.3 inA4 37.3 in'14 Section Modulus: 26.3 inA3 18A in A 3 Section Area: 21.8 inA2 9.5 inA2 Bearing Area: 3.1 inA2 Minimum bearing dimensions: 3.0 x 1.0 inches -5—vo �1141vvaa P5-141- / C / /Y O'Atf/' '01 John S. Apolis, P.E. CSES, Inc. Job number: 2018.0V Project: West Date: 18-Jan- 19 Architect: Page number: 97 11BEAM DESIGN Tniform Load, � �mle Span :11 2015 Seattle Building Code (SBC) 2015 NDS Beam Description: Unit B Roof Beams Enter 01' for incised PT lumber: Enter'l'for snow load: I Enter'l' for repetitive member: Enter'l' for wet use: Enter'l'for fully supported- I Enter'l' for reduced live load: Geometry and L4)ads.- Span: 13 ft Tributary Width: 13 ft DL unit load: 16 psf LL unit load: 25 psf Add'1 unif. DL: 0 lb/ft Add'l unif. LL: 0 lb/ft K11 * At- 338 ftA 2 Reduced LL: 25 psf DL uniform load: 208 lb/ft Max DL reaction: 1,352 lbs LL uniform load: 325 lb/ft Max LL reaction: 2,113 lbs Total load: 533 -ib/ft Max Total reactien: 3,46-5- lbs Material Pronertles: E 2.0 x 10A6 psi E' 2.0 x 1 0^�6 psi Fb 2900 psi Fb' 3359 psi Fv 290 psi FV 333.5 psi Fc perp 750 psi Fc perp' 750 psi (Allowable design values include modificaiton factors per TJ-9000 and NDS 2012) Deflection analysis: For total load: Allowed deflection criteria, span/ 360 For LL only: Allowed deflection criteria, span/ 480 Max. allowed total defl: 0.433 in Max LL defl: 0.325 in Total defl. * 1: 1713 Required 1: 395 inA4 LL defl. * 1: 104.4 Required 1: 321 inA4 Actual deflections: TOTAL: 0.412 inches LL: 0,251 inches Force analvsis: Max Shear: 3465 lbs Max. moment: 11260 ft-lb Shear @ d = 2965 lbs IlSelected Member: PSL 2.OE 3=500 x 11.251 Member properties: Provided: Required: Moment of inertia: 415.3 inA4 395.2 inA4 Section Modulus: 73.8 inA3 40.2 inA3 Section Area: 39.4 inA2 13.3 inA2 Bearing Area: 4.6 in^2 Minimum bearing dimensions: 3.5 x 1.3 inches John S. Apolis, P.E. CSES, Inc. Job number: 2018.042 Project: West Date: 18-Jan-19 Architect: Page number: R8 IlPost Design (Combined Axial and Moment Loading) :::D 2015 International Building Code (111C) .2015 INDS Beam Description: Unit B Roof Beam 1hterior Post EnterT for wind load: EnterTfor repetitive member: EnterT for wet use: Geometry and loads; Heigbt 10 ft w(d) 0.0 plf P 5500 lbs W(b) jo plf Le(d) 10 ft Le(b) 10 ft Material Properties: Fbl 850 psi Fb(d)' 850 psi Fb2- 8-50 psi Fb(by 850 psi ----- -- Fc 1300 psi Fe 309 psi E 1.3 x10116psi 0 1.3 x]0^6psi Emin 0.47 x101,6psi Emin' 0.47 xIOA6psi Selected Member: IF#2 3.5 x 5.5 b d Member properties: Variables: Section Modulus (d): 17.6 inA3 Rb(d) 3.73 Section Modulus (b): 11.2 in^3 Rb(b) 7.34 Section Area: 19.3 inA2 c 0.8 Member stresses: Provided Required FcE(d) 812 psi > fc 286 psi FcE(b) 329 psi > fc 286 psi FbE 10468 psi > fb(d) 0 psi FbE 10468 psi > fb(b) 0 psi Bendine and Axial Compression Check: NDS 20 10 EQ 3.9-3 0.85 < 1.0 inIF0 R 7 E � MEMBER REPORT UAI-rT f3 Hr--AXF\ 1 piece(s) 3 112" x 9 1/4" 2.OE Parallam@ PSL PASSED R 5 Overall Length: 3'7" 3' All locations are measured from the outside face of left support (or left cantilever end),A)l dimensions are horizontal. `6�j; Results Actual 0 Location Alkywed ReSUR LVIF Load: Comblinatim (PaVarn) Member Reaction (lbs) 3780 @ 2" 7656 (3.50") Passed (49%) 1.0 D + 1.0 S (All Spans) Shear (lbs) 3683 @ 1'3/4" 7198 Passed (51%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs) 5W @ 11 91, 14278 Passed (41%) IAS 1.0 D + 1.0 S (AN Spans) uve Load Defl. (in) 0.024 @ 1'9' 0.108 Passed (L/999+) 1.0 D + 1.0 5 (All Spans) Total Load Defl. (in) 1 0�040 0 119" 0.162 1 Passed (V971) 1.0 D + 1.0 S (All Spans) Deflection criteria: U. (1.1360) and T L (1.1240). Top Edge &zcing (Lu): Top compression edge must be braced at 3' 7� o/c unless detailed otherwise. Bottom Edge Braying (Lu): Bottom compression edge must be braced at 3' 7" o1c unless detailed otherwise. suppons 111183"M Lwvth Loads to Sapp" (Ibs) Taw. 91219 W 1 - Trimmer - SPF 3.W 3.50" 1. 73" 1486 2295 3781 None 2 -Trimmer - SPF 3.50" 3.W- 1.65. 1415 2184 3599 None i Loads L—f— (Side) Tributary Width Dead (0-90) Snow (LIS) Coau"Wrts 4 . 0 - Sell Weight (PLF) 0 be 3'7" NIA 10.1 I - Uniform (PSF) 0 In 3'7" 2' 16.0 2S.0 Residential - living Areas 2 - Point f1b) I�T NIA 2750 4300 Weyerhaeuser warTants that the sizingof its products will be in accordance with Weyerhaeuser product design criteria and published design values. i Weyerhaeuser e)Vressly disclaims any other warranties related to the softare. Use of this software is rot intended to circumvent the need for a design professional as determined by the audwirity having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accesswies; (Rim Board, Bk)ddng Panels and Squash 5lock5) are not designed by this software. Products manufactured at Weyerhaeuser facillfies are third -party certified to sustainable forestry staridards, Weyerhaeuser Engineered Lumber Products have been evaluated by IM ES i under technical reports ESR-1153 and ESR-1387 and/or tested in accordame with applic-abile ASTM standards. For current code e%rdluation reports, Weyerhaeuser product literature and installation details refer to www.weye6kA%L,;er.com/woodproducts/document-4ibrary, iThe product application, input design loads, djmertr�ons and support information have been provided by ForW Soflware Operator -��jg3SO,O J9 00 ps7,c- 6;a I/ , ? f--Vo r - rorte Software Operator Job Not"s b-*a C sE 3 System: Wall Member TyM ; Header Building Use: Residential Building Code: ISC 2015 Design Methodology ; ASD (0 SIJSTAINAB�Lt FORESTRY INITMTK-c 5,71�2019 7.09:45 AM F-crie v5-4. Desior, Enafne. W. 1. 1.3 West 4fe Page 1 of 1. i��FC R 7 IF MEMBER REPORT FXT,577-IN6',&,�1414 OP6.WF- 1 piece(s) 3 1/2" x 117/8" 2.OE Parallam@ PSL PASSED A)o OveraH Length: 20' 1 V 16' 4' All locations are measured from tt* outside face of left, support (or left cantilever end).A]l dimensions are horizontal. Design Resufts =Ad-W G LoCirtlion ASW..d LEW Wad: Canlbinati ( on Pattern M&T&,r Reaction (lbs) 6010 @ 168 1/4" 8181 (5.501) Passed �73%) 1.0 D + 1.0 S (All Spans) Shear (lbs) 3482 Cm 15' 5 81, 5241 Passed (38%) 1.15 11.0 D + 1.0 S (AF Spans) Moment (R-W 14086 @ F 1112" 228N Passed (62%) 1.15 1.0 D + 1.0 S (Aft Spans) Live Load Defl. (in) 0.442 @ 8' 50 0.545 Passed (L/444) -- 1.0 D + 1.0 S (At Spans) TotalLoad DeR. (in 0.7210 8'4 1/2' 0.818 Pa 12W?) 1.0 0 + 1.0 S (Ait Spans) Deflection criteria: U. (U360) and TL (L/240).. Overhang deflection criteria: LL (2L/360) and TI (21j240). Top Edge 8racing (Lu): Too compression edge miust be braced at 20' 1 V o/c unless cleWed othwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 20' 11',o/c unlims detailedot1mv4se. Upward deflection on right cant!*Ar meecls overhang doUction criteria. Upward deflection on tot cantilem exceeds 0.4'. Supports Bearing Length LAaft to SuoMpoft (lbs) DwW Snow Total Accessorlies T*W A%glable Required I - Stud wall - SPF 5.5T 5.50" 2.53" isos 2265 3770 Blocking i 2 - Stud wall - 5PF S.50- 4.04' 2448 - Blaciong Panels are assuffied to carry no kads applied directly above them and the full load Is aWied to the member being designed. Tributary Dead Snow Loads Location (Side) Width (0,90) (1.15) Cornawarft i 0 - Self Weight (PLF) 0 to 20, 111 NJA 13.0 to 20- 111 1 - Uniform WSF) 11 1 16�O 25-0 Living Notes Weyediaeuser wana-ft that " sizing of its products MO. be in accordance with Weyedhaeuser product design criteria and published design values. vVeyertwvser expressly disclaims any other warranties related to the softw�are, Use of this software is not Int8mled to circumvent the need for a design profi!s� as determined by the aultictnty having Jurisdiction. The designer of record, Wilder or framer is responsible to assure that this calculation is (compatible with the overall project Accessones (Rim Board, Blocking Pzrds and Swiash BlDcb) are not designed by this so%vare. Products Manufactured at Weyetkaeuser facilities are third -party certified to sustairkible forestry standards. Weywhamser Engmeerad Lumber Products have been evaluated by ICC ES under tedmical reports BR -I 153 and ESR-1387 and/or tested in accordance with appkable ASTM sUmdards. For current code e4atuation reports, Weywhaeuser product literature and installation details reer to www.weyetuo-,ser.com[woodpukxWdoam)ent-library- Forte Software Operator ion N'te-s ra system -. rkw Member Type ; Drop Beam Building Use. Residential Building Code . iBC 20 15 Destgn f4elfiocllology : ASD 5129j'201 9 7 3331 l 5 AM Fc-te v-5-A DesiQn E-ng',ne� \/—. ', , 13 Page John S. Apotis, P.E. CSES, Inc. PROJECT: ARCHITECT: West IWOOD JOIST DESIGN -- 2012/15 IBC AND NDS Job Number: 2018.042 Designer: JSA Date: 01/22/19 Page Number: M1 Calculate the maximum span for joists under the following conditions: Simple Span, Uniform Load Visually Graded Sawn Lumber Moisture Content < 19% Normal Temperature Range 2", 3 ", or 4" thick joists only Normal Deflection Requirements Snow Load? 0 = no, I = yes 0 Enter 'I I for incised PT lumber: Repetive Use? 0 = no, I = yes I Wet Use? 0 = no, I = yes 0 Nominal Joist Size and Spacing 1 2 x 8 16 inches o.c. Actual Dimensi-dif§ 1. x 7.25 inches Section Properties (Calculated): A = 10.88 inA2 S = 13.14 in/13 I = 47.63 in-"4 Allowable Stress Values: Base Values: Fb-- 850 psi Fv-- 150 psi E= 1300 ksi Loads: Dead load 12 psf Live load 40 psf Total Load factor: L / 240 Live Load factor: L / 480 Forces at governing joist length: Species and Grade: Hem -Fir #2 Design Values: Fb = 1173 psi Fv = 150 psi E = 1300 ksi Wdl = 16.0 lb/ft WE = 53.3 lb/ft Wtl = 69.3 lb/ft Reaction at the ends of the joist: 377.39 lb Reaction at distance d from the ends of the joist: 335.50 lb Joist forces and deflections: Maximum allowedjoist length: Maximum bending moment 1027 ft-lb L = 12.17 ft Maximum shear at d 335 lb L= 32.58 ft Total Load Deflection 0.354 in L = 12.57 ft < 8'�'5 /9 Live Load Deflection 0.272 in L = 10.89 ft <=-- governs 11 MAXIMUM CLEAR SPAN: 10 feet 11 inches 11 John S. Apolis, P.E. CSES, Inc. Job number: 2018.042 Project: West Date: 22-Jan-19 Architect: Page number: M2 BEAM DESIGN (Uniform Load, Si!!!ph 2015 Intemational Building Code (IBC) Beam Description: Crawlspace Beams Enter '1' for incised PT lumber: Enter'l'for snow load: Enter'l'for repetitive member: Enter'l'for wet use: Enter'l'for fully supported: I Enter'l' for reduced live load: Geometry and Loads: Span: 7 ft Tributary Width: 9 ft DL unit load: 12 psf LL unit load: 40 psf Add'l unif. DL: 0 lb/ft Add'l unif. LL: 0 lb/ft Kil * At: 126 ftA2 Reduced LL: 40 psf DL uniform load: 108 lb/ft Max DL reaction: 378 lbs LL uniform load: 360 lb/ft Max LL reaction: 1.260 lbs - -Total-load- 46-9- lb/ft Max Totai reaction: 1,63 8 lbs Material Prot)erties: 2015 NDS E 1.6 x 10,16 psi E' 1.6 x 10^6 psi Fb 900 psi Fb# 1170 psi Fv 180 psi FV 180 psi Fc perp 625 psi Fc perp! 625 psi (Allowable design values include modification factors per NDS 2012) Deflection analysis: For total load: Allowed deflection criteria, span/ 240 For LL only: Allowed deflection criteria, span/ 360 Max. allowed total defl: 0.350 in Max LL defl: 0.233 in Total defl. * 1: 15.8 Required 1: 45 in,'A LL defl. * 1: 12.2 Required 1: 52 in,14 Actual deflections: TOTAL: 0. 142 inches LL: 0.109 inches Force analysis: Max Shear: 1638 lbs Max. moment: 2867 ft-lb Shear @ d = 1355 lbs IlSelected Member: DF/L #2 3.500 x 7.2511 Member properties: Provided: Required: Moment of inertia: 111.1 inA4 52.1 inA4 Section Modulus: 30.7 inA3 29.4 inA3 Section Area: 25.4 in^2 11.3 inA2 Bearing Area: 2.6 inA2 Minimum bearing dimensions: 3.5 x 0.7 inches rt� 2�w/ 21, P92- ... ... .... .. .. .... ... 7 -x ............. .................. ... .. .. ................ .. ...... ........ ......... V le 6L ........ 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CONSULTING STRUCTURAL ENGINEERING SERVICES Residential and Commercial Structural Design 6311 17th Avenue NE, Seattle, WA 98115 Phone-. (206)527-1288 Ernail: johnCatses-engineering.com 20/ Project No. A 4927 Date JZ� 3/26 Project Name WeerF- Comments Revision Page - 143 Address Verified 0 --S0 1) More Data About this Address IM W House Xi4q_ Erraiis Address 7606 206th St SW Edmonds WA q84,§--6860 Melissa Address Key (MAK) �!A,��402f:2-0 Address Type Residential Area Code 425 Carrier Route - DPC CO" - 069 Time Zone (Local Ume) Pacific Time f 113112019 6:27:55 AM) Representative, Party& District RLar�nIaJAygp&I-fD)(07) Latitude & Longitude 47.81213 Degrees North -122.33649 Degrees West (GSOO) Census Entities City or Town Edmonds 5320750,Mi— County Snohomish 53061 County Subdivision Edmonds jil4p Tract 0504.01 tjj��- Block 1000 Moq Unified School District 5,10240 EDMONDS State Upper District 032 L!!2p State Lower District 032 N,—,,p Delivery Post Office Parrinville 7601 Olympic View Dr Edmonds WA 98026 MaP Phorw.-425-672-4437 ASCE7-05,6.5.7 Topographic Effects X= 50 Lh = 3960 H= 110 Height above local ground z 25 ft Hill Shape; 2-dimensional escarpments 1W Direction'� DownWind of Crest Exposure B — BY-rA'fP-FCI!T41V Height of hill, H= 110 ft Distance upwind of crest to where the difference in ground elevation is half the height of hill, Lh = 3960 ft HILn = 0.03 -. 0-2, 7'40-pograpi'�ic. Effects stiall not t0e inc,uc!ed� calculate K, by using HJLn = 0.03 Distance from the crest to the building, x = 50 ft X/Lh = 0.01 Figure 6-4, Kj]�H/Lh) = 0.75 K, = 0.02 calculate K2, K3 by using L, = 3960 K2 = 1 X/PLh P = 4 K2 = 1,00 Ks = -YZ/Lh Y = 2.5 K3 = 0.98 K.t = [I +Kj K2K3]2 (6-3) Kzt = JA41 = 1. 00 7606 206th St SW, Edmonds, WA 98026, USA Latitude, Longitude: 47.8120321, -122-33647389999999 Date 1/3112019, 6:29:06 AM Design Code Reference Document ASCE7-1 0 Site Class D - Sififf Soil Type Value Description Ss 1.277 MCER ground motion. (for 0.2 second period) S, 0.499 MCER ground motion. (for 1.0s period) SMS 1177 Site —modified spectral acceleration value SM1 0.749 Site -modified spectral acceleration value SDS 0.851 Numeric seismic design value at 0.2 second SA SDI 0.5 Numeric seismic design value at 1 .0 second SA TYPO Value Description SDC D Seismic design category FS I Site amplification factor at 0.2 second FV 1.501 Site amplification factor at 1.0 second PGA 0.519 MCE(3 peak ground acceleration FPGA I Site amplification factor at PGA PGA, 0.519 Site modified peak ground accelerabion _L 6 Lonq-pefiod transition period If-, secoods SsRT 1.277 Probabilistic risk -targeted ground motion. (0.2 second) SSUH 1.304 Factored unftrn,,hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.675 Factored deterministic acceleration value. (0.2 second) S1RT 0.499 Probabilistic risk -targeted ground motion. (1.0 second) S1UH O�528 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acce4erabon. SID 0.572 Factored deterministic acceleration value. (1.0 second) PGAd 0.6" Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.979 Mapped value of the risk coefficient at short periods GRI 0.946 Mapped value of the risk coefficient at a period of I s tvlap data 02019 Google MCER Response Spectrum I -Z) 1'0 co 0.5 Period, T (sec) — Sa(q) Design Response Spectrum 1_00 0-75 0.50 0,25 (). nn 0 Period, T fSeq) — Sa(g) DISCLAIMER While the information presented on this website is believed to be coffect, §;EAQQ IQ�jkTJQ and its sponsors and contn.butors assume no responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application wittmt competent examination and verification of its accuracy, suitability and applicatwifity by engineers or other licensed professionals. SEAOC I OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knovAedge in the field of practice, nor to substitute for the standard of tanerequifed of such, professionals in-interpneting and -applying the results of the -seismic-dat"rovided-by this -website. Users of the information from this website assume 211 liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by lafitudefiongitude location in the search results of this webstie. John S. Apolis, PIE. CSES' Inc. Job number: 2018.042 Project: West Date: 31-Jan-19 Architect: Page number: L 1 �Lateral Loads Design per ASCE 7-10, Wind: Section 28 Seismic: Section 12 (Simplified Envelope Procedure Part 2) 2015 International Building Code (IBC) WIND LOADS 110 mph Basic Wind Speed 2015 NTDS Ps = lambda * Kzt * Ps(30) * 0.6 Exposure B Roof Slope: 4.00 12 18A Least Horizontal Dimensiort, feet: 44 Mean Roof Ht, feet: 16 (degrees) lambda = 1.00 a = 4.4 ft,, 2a= 8.8 ft 1w = 1.00 KzT = 1.00 Tabulated Ps(30): Zone (Refer to ASCE 7-10, Figure 28.6-1) (horizontal) A it If (vertical) ff (uplift on overhangs) 11 C D E F H E(oh) G(oh) Tabulated Calc'd Wind Desi2n Pressure Pressure (*Iambda*KzT*0.6) 25.8 psf 15.5 -7.3 psf 4.4 17�2 psf 10.3 4.1 psf -2.5 -23.1 psf -13.9 -15.7 psf -9.4 AJ&O--- P f----- -9-6 -12.0 psf -7.2 -32.3 psf -19.4 -25.3 psf -15.2 (Equivalent Lateral Force Procedure, Section 12.8) Nfin (Per section 28.6.4 Design minimum wind pressure Pressure is 16 PSF for zones A.C, and 8 PSF for 15.5 zones B, D) 4.8 10.3 4.8 SEISMIC LOADS le 1.0 R = 6.5 ASCE 7-10, Table 12.2.1 Seismic Parameters Group I Site Class: D per ASCE 7-10) PGA (.2 see) 1.227 Fa = 1.10 ASCE 7-10 Table 11.4-1 PGA (I see) 0.499 Fv = 1.60 ASCE 7- 10 Table 11.4-2 Seismic Design Categories per ASCE 7-10 Tables 11.6-1,11.6-2 Based on Sds: D Based on Sdl: D PGA!s based on peak ground accelerations per latest USGS Hazards Program (based on lavlon). Ss = 1.2270 Sms = Fa * Ss = 1.35 Equation 11.4-1 Sl = 0.4990 Sml=Fv*Sl = 0.80 Equation 11.4-21 Equations 11.4-3,11.44 Sds = 2/3 * Sms = 0.90 Sdl = 213 * Sml = 0.53 Equation 12.14-11 Cs (or %V) = (Sds / (R/1) ) = 0.138 Building period <0.5 s per lBCeq 118-7 Base Shear = %V * W * 0.7 = 2.33 psf. uniformly distributed over floor area (0.7 reduction factor per ASCE 7-10, Section 2.4. 1, Eq 5'(seismic vertical distribution per IBC eqs 12.8-11 & 12) Roof or Floot Wall DL (0sn Story Heiaht Base = top of foundation DL (psn dist. over floor areg Above Base ift) Roof 16 8 16 Lateral Load A)sf) 2.33 0.00 0.00 Total Seismic DL: 24 Sum 2.33 r-)ex .......... ........ .... ..... .. ........ ........ ..... .. ........... .. .. .. . .......... ...... ....... ... ....... ........ ........ ......... ... ............... ..... . .... . ..... ....... ................. ........ ........ ........ ........... ................ ........ .......... .............. ................... 31.Y . ......................... ....... .. ............... ....... ........................ ................. .... ... .......... . ..... ................. ..... ......... ...... ....... ........ ........ ......................... ............. ............ ... .... ....... .................... ........ ........ ........ ........ .............. ........... . ... .... ............ ... . ..... .... . ..... ..... ... ..... . .. ......... ....... 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CONSULTING STRUCTURAL ENGINEERING SERVICES Residential and Commercial Structural Design 6311 17th Avenue NE, Seattle, WA 98115 Phone: (206)527-1288 Email: johnCakses-engineering.com Project No. 2,019- 0Z9 Date Project Name JdF-5-T Wort IMM =I - Revision Page L-03 ... . . .... ..... ..... ..... .. . ........... .... ...... x 'x .7 ! , '00v- . ........... .. ...... .. .. .... .... ............ ...... .. .. ... .. .. ......... XA .... X If .... .. .... . ................... ...... ... ... I . ....... - ... ............ ........ . ..... ..... ... .. . .. ...... ... ................... ....... .... . ... ...... .... . .. .... ............... ......... .... ... . ....... ......... J.............. ................. ........ ......... ...... ... .. .. ... ..... .. .... ........ ........ . ..... . ....... .... pl� q: <: 1517 .... .... . .... ..... ... .... ........ ........... ........... ........ ................ ........ ...... ...... ........ ................................... ....... ...... ... . . . . ... ..... ..... ......................... ...... . ... . .. ...... ..... ...... ................ .......... ............... ............. ........ ............................................. ........ ...... . ........ ......... .......................... 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I ........ ....... — ........... ............................... ............... . ......... ....... ........ ...... ........ ....... ........ ........ .. ....... ...4 ........... .. —4 ...... . ....... ....... ............. ........ .... ... . ..... ........... ...... . ... ..... 0...............1—:1 ...... ........ ....... ......... .............. ............ ........ ...... .. .... ................ .............. ..... .......... ..... .. .. ..... ...... .... ........ ...... . ........... ..... .. . .. ........ ........ . ..... ...... ........ ..... ......... .......... .. ... ............. ....... ......... .......... . ...... ..... ........ ............ .. .... . . .... ......... .... ...................... ..... ...... . ............... ............ . ..... ........ ......... ... ................ ............... .... ... ....... ... .... ............. . . ......... ............. . ........ ......... ... ..... .... ..... ........... .... .......... ................ ...... .............. ... ...... ........ ........ ........ .... ... ........... ... a a CONSULTING STRUCTURAL ENGINEERING SERVICES Residential and Commercial Structural Design 6311 17th Avenue NE, Seattle, WA 98115 Phone: (206)527-1288 Email: johneacses-engineering.corn ProjectNo. 0j2L,6-41Y2-- Date 113111Y Project Name tALEECT -..- / Comments Revision Page L3 tq Anchor Designer TM Software Version 2.6.6794.53 .Proiect information Customer company: Customer contact name: Customer e-mail-, Comment: 2. Input Data & AnchQr Parameters General Design method-'ACI 318-14 Units: Imperial units Anchor Information: Anchor type: Banded anchor Material: F1554 Grade 36 Diameter (inch): 0.625 Effective Embedment depth. he (inch): 10.000 Code report: ]CC -ES ESR-2508 Anchor category: - Anchor ductility: Yes h.� (inch): 13.13 c�, (inch): 17.02 Co, (inch): 1.75 S�,� (inch): 3.00 Recommended Anchor Anchor Name: SET-XPO - SET-XP w/ 618**0 F1554 Gr. 36 Code Report: ICC-ES ESR-2508 C" - Company: CSES Date: 11131/2019 Engineer Page: 1115, Proje& Address: Phone., E-mail: Project description: Location: -�T Fastening description. —X R 6ONDIT-rO tof Base Material Concrete: Normal -weight Concrete thickness, h (inch): 24.00 State: Cracked Compressive strength. f,� (psi): 2500 4)�'V: 1.0 Reinforcement condition: A tension, A shear Supplemental reinforcement: Not applicable Reinforcement provided at comers: No Ignore concrete breakout in tension: No Ignore concrete breakout in shear., No Hate condition.- Dry concrete Inspection: Continuous Temperature range, Short/Long: 150/11 TF Ignore 6do requirement: Not applicable Build-up grout pad: No 6_2 /4, Y 0, 6' ` ) 3 00 1Z ,E; A/" /� x- 0- 7 -;= 15 � 7 4 Inputdala and results must be checked for agreement Mth the existing circumstances, the standards and guidelines must be checked for plausibility. 5956 W_ Las Posites Boulevard Pleasanton, CA 94588 Phone 926.560.9000 Fax� 925.847.3871 www.strongtie.com L- 5 Anchor Designer' -T� Software Version 2.6.6794.53 Load and Geometry Load factor source- ACI 318 Section 5.3 Load combination: not set Seismic design: No Anchors subjected to sustained tension: No Apply entire shear load at front rov. No Anchors only resisting wind andlor seismic loads: Yes Strength level loads: N- 11b]: 2168 V... (lb): 0 Way [lb]: 0 <Figure 1> z X Company: CSES T-D—W7 11131/2—o1-97 Engineer: I Page: 1215 Project Address: Phone: E-mail: 21" 1b 0 Ob I- y Input data and results must be checked for agreement with the existing circumstances. the standards and guidelines must be checked for plausibility. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone7 925.560.9000 Fax: 925.847.3871 www.strongtie.com I-K <Figure 2> -.41 Anchor Designer TM Software Version 2.6.6794.53 6,00 IW-. born pany: CSES Date: 019 Engineer Page: 1315 Project: Address: Phone: E-mail: CD CD fyi Input data and results must be checked for agreement with the emsting circumstances, the standards and guidelines must be checked for plausibiI4. 5956 W. Las Posilas Boulevard Pleasanton. CA 94588 Phone� 925.560.9000 Fax� 926.847.3871 www.strmgbe.com t7 Anchor Designer"" Software Version 2.6.6794.53 Company: CSES EGe: =/1112019 Engineer: Page: 14/5 Project: Address - Phone: E-mail: 3. Resulting Anchor Forces Anchor Tension load. Shear load xt Shear load y, Shear load combined, NU& (lb) V��. (lb) VU., (lb) �(V ... )1+(V..y)I (lb) 1 2168.0 0-0 0.0 0.0 Sum 2168.0 U 0.0 0�0 Maximum concrete compression strain (%.). 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (lb): 2168 Resultant compression force (lb): 0 Eccentricity of resultant tension forces in x-axis. e'N. (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'NY (inch)-. UO 4, Steel Strength of Anchor in Tension XSec. 17.4.11 Nsd Ob) 0 ON�,. (IU,� ------- ----- —9833-- --- - - - 5. Concrete Breakout Strenoth of Anchor in Tension (Sec. 17A.2) A(b = k,,,;ehrhr',5 (Eq. 17.4.2.2a) kc (psi) Nf (in) N6 (lb) 17�O 1.00 2500 4�000 6800 ONch = 0 (AftlArw,.—,) (Sec. 17.3.1 & Eq. 17.4.2.1a) Ap;t (tn2) AN- (in2) C... (in) 'I'C'tv W= N Nb (lb) 0 ONa (lb) 72,00 144.00 3.00 0.850 I.Go 1.000 6800 0-75 21668 6. Adhesive Strenoth of Anchor inj_enslion f See. 17.4.5) r�� (psi) (psi) fSr'W'&M' K� 435 1-72 1.00 748 Nb., -r.zd.h., (Eq. 17�4.5.2) ncr (psi) d. (in) ho (in) Nw (lb) 1.00 748 0,63 10.000 14691 ONa = 0 (Aival&wo) Y-'oom. Ycrn,.Nb. (Sec. 17.3.1 & Eq� 17.4.5.1a) AN,. (in') Amo (W) cAo (in) (in) P'w Iva p4ta Nb. (lb) 0 ON. (lb) 84.28 258�98 8.05 3.00 0.812 1.000 14691 0,65 2523 Innut data and results must be checked for agreement vi6th the existing circumstances. lhe standards and guidelines friust be checked for plausibility. 5956 VV Las Positas Boulevard Pleasanton. CA 94686 Phone: 926.560.000 Fax: 92S.847.3871 www.stfongtie.coms r A. 'WrIOA UleMSIOUR Anchor DesignerTm Software Version 2.6.6794.53 11. Resufts Company: CSES JDaW 11/3112019 Engineer. I Page: 15/5 Project, Address: Phone: rE;nail: 11. Interaction of Tensile and Shear EQrces (Sep. Q.7)? Tension Factored Load, N�a (tb) Design Streng1h, oN, (lb) Ratio Status Steel 2168 9833 0.22 Pass Concrete breakout 2168 2168 1.00 Pass (Governs) Adhesive 2168 2523 0.86 Pass SET_-XP__jW_fi18!!O_F1554.Gr. 36 with hel _-_"JO#O_1nch meets -the-Aple-Md design qrltpri.a. 12. Warnings - When cracked concrete is selected, concrete compressive strength used in concrete breakout strength in tension, adhesive strength in tension and concrete pryout strength in shear for SET-XP adhesive anchor is limited to 2,500 psi per ICC-ES ESR-2508 Section 5.3. - Designer must exercise own judgement to determine if this design is sukable. - Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must, be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 5956 W. Las Positas Boulevard Pleasanton, CA 94568 Phone: 925.560.9000 Fax: 925.947.3871 www.strongtie.com . . . . . . . . . . ................ ......... .. ........ . .................... ... 7. , ;T 'I �- - 0 ;. (Ply Y s:el, ...... .......... ....... ..... ..... .... .......... .......... . ....... ... ...... ...... ........... ..... ....... ... .......... ... . 4.1 ...... ........... ......... I ..... ... .............. ... .. .... ... ......... ....... .... ........ . ..... .. ..... .................. ...... .... ......... , .......... ..... ..... .............. ............ ...... ........... . .... ............ ........ ................ . ... .... . ........ ....... ........ ..... ......... ... ... ... ........ .. .. ...... ..... .......... ........ ............ ........ ........... ... ... 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Date !V--II-Zf Project Name Comments Revision Page �_f GENERAL NOTES ' ��13Z�';ECIAL STORAGE, TEMPERATURE/HUDMIDITY ENVIRONMENT, �NOTES AND SPECIFICATIONS APPLY TO WORK PERFORMED ONLY, AND DO VENTILATION AND INSTALLATION MEANS OR INSTALLATION METHODS TO PROTECT EITHER THE MATERIAL OR THE BUILDING OR THE ENVIRONMENT NOT APPLY TO AREAS THAT ARE NOT IN SCOPE OF WORK. OR THE INSTALLERS FROM HARMFUL FUMES, DAMAGE OR LOSS FOR THOSE FINISHES/MATEIRALS THAT MAY REQUIRED SUCH CARE PER THE GENERAL CONTRACTOR, SUBCONTRACTORS AND MANUFACTURER MANUFACTURE'S RECOMMENDATIONS. "SHALL COMPLY WITH THE CURRENT EDITION OF APPLICABLE CODES AND ALL ADDITIONAL STATE AND LOCAL REQUIREMENTS. THE GENERAL SLOPE OF EXISTING TOPOGRAPHY PRIOR TO START OF WORK. CONTRACTOR, SUBCONTRACTORIMANUFACTURER SHALL ASSUME FULL -VERIFY RESPONSIBILITY FOR ANY WORK KNOWINGLY PERFORMED CONTRARY TO REMOVE ALL EXISTING OBSTRUCTIONS THAT MAY INCLUDE FOOTINGS, SUCH LAWS, ORDINANCES OR REGULATIONS, SLABS, TREES, ROOTS, ROCKS ETC. ,DO NOT SCALE DRAWINGS. THE GENERAL CONTRACTOR, MANUFACTURER FILL PUDDLE AND TAMP UNDER SLABS TO THE PROPER ELEVATION AS AND SUBCONTRACTOR SHALL VERIFY AND ARE RESPONSIBLE FOR ALL NOTED. DIMENSIONS, AND CONDITIONS ON THE JOB AND MUST NOTIFY OWNER WITH ANY VARIATIONS FROM THESE DRAWINGS. ALL BACKIFILLED SHALL BE COMPACTED OR TAMPED AS PER SPECIFICATIONS. SEE STRUCTURAL DRAWINGS AND CALCULATIONS FOR DRAWINGS ARE FOR REFERENCES ONLY. THE GENERAL CONTRACTOR, THE STRUCTURAL FILLS. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PROCURE, STORE, INSTALL AND FINISH ALL MATERIALS AND ASSEMBLIES IN ACCORDANCE TO SLOPE CRAWL SPACETO DRAIN. MAXIMUM SLOPE IS 2:1 (HORIZONTAL: MANUFACTUREITS SPECIFICATIONS, OPERATION INSTRUCTIONS AND VERTICAL) BETWEEN FOOTINGS WITH DIFFERENT ELEVATIONS. INSTALLATION MANUALS. ,ANY FILL OVER 12" MUST BE COMPACT4ED WITH ENGINEER'S COMPACTION ,THE GENERAL CONTRACTORTHE SUBCONTRACTOR AND MANUFACTURER REQUIREMENTS. SHALL BE RESPONSIBLE FOR THE DESIGN AND PROPER FUNCTION OF THE ELECTRICAL, MECHANICAL, EQUIPMENT AND PLUMBING SYSTEMS AND SHALL -DO NOT BACKFILL FOUNDATION WALLS UNTIL FOUNDATION WALLS HAVE NOTIFY THE OWNER WITH ANY PLAN CHANGES REQUIRED FOR THE PROPER ACHIEVED DESIGN STRENGTH AS LISTED IN STRUCTURAL NOTES. DESIGN AND FUNCTION OF THESE SYSTEMS. ALL SURFACE DRAINAGE OF LOT TO BE CONDUCTED TO STREETV[A 2% 'PLAN PREPARER SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS SLOPE OR UNDERGROUND DRAIN LINES. AND METHODS, ACTS OR OMISSIONS OF THE GENERAL CONTRACTORTHE SUBCONTRACTOR, OR MANUFACTURER OR FAILURE OF ANY OF THEM TO ALL SURPLUS EARTH NOT USED FOR SITE GRADING OR BACKFILL SHALL BE CARRY OUT WORK IN ACCORDANCE WITH THE PERMIT DRAWINGS. REMOVED FROM SITE BY CONTRACTOR. -SEE STRUCTURAL DRAWINGS SHEETS FOR STRUCTURAL NOTES, MATERIAL FOUNDATION; AND INSPECTION REQUIREMENTS. TYPICAL STRUCTURAL DETAILS OF SEE STRUCTURAL NOTES AND DRAWINGS FOR FOOTING REQUIREMENTS. CONSTRUCTION NOT SPECIFICALLY REFERENCED IN THESE GENERAL NOTES. /ALL FOOTINGS TO REST ON CLEAN, FIRM AND UNDISTURBED SOIL OR ,DO NOT INSTALL MATERIALS OR COMPLETE ASSEMBLIES WHICH MAY COMPACTED FILL. STEP'FOUNDATION FOOTINGS AS REQUIRED TO HARBOR, CONTAMINATE OR BE A SOURCE OF HARMFUL CHEMICALS OR THAT MAINTAIN DEPTH BELOW FINISH GRADES. MAY CAUSE CORROSION, ROT OR DAMAGE TO SITE, INHABITANTS OR OTHER PORTIONS OF THIS OR OTHER BUILDING(S). ALL REINFORCING STEEL & FOUNDATION STRUCTURAL DESIGN PER ENGINEER'S DRAWINGS AND CALCULATIONS. THE SITE AND BUILDINGS ARE NOT KNOWN TO HAVE ASBESTOS OR OTHER HARMFUL CHEMICALS OR MATERIALS. NO TESTING FOR ANY HARMFUL CONCRETE FORMS SHALL BE DRESSED LUMBER WITH LEVELING STRIPS MATERIALS HAS BEEN DONE. NOTIFY THE OWNER IMMEDIATELY IF A PROVIDED WHERE REQUIRED. ROUGH LUMBER MAY BE USED AS FORMS HARMFUL SUBSTANCE IS SUSPECTED OR'KNOWN TO EXIST. ALL HARMFUL BELOW FINISHED GRADE, MATERIALS ARE TO BE TESTED FOR AND/OR ABATED PER REQUIREMENTS OF LAW BY A LICENSED COMPANY. OWNER OR THE PLAN PREPARER ARE NOT FORMS SHALL BE LEFT IN PLACE UNTIL CONCRETE HAS ATTAINED A RESPONSIBLE FOR ANY UNWARY PRACTICES BY THE GENERAL CONTRACTOR PERMANENTSET. AND SUBCONTRACTOR. �PROVIDE A MINIMUM 24'CRAWLSPACE CLEARANCE BELOWWOOD THE GENERAL CONTRACTOR AND THE SUBCONTRACTOR SHALL INSPECT THE FLOOR JOIST AND MINIMUM 118" CLEARANCE BELOWWOODBEAMS. SITE OF THE PROPOSED WORK PERSONALLY IN ORDER TO BECOME FAMILIAR WITH ALL THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. 'PROVIDE BLOCKOUTS AS REQUIRED FOR SEWAGE, WATER, ELECTRICAL AND VENTING. VERIFY LOCATION WITH OWNER. )F WORK CANNOT BE EXECUTED PER DRAWINGS, CONFER WITH OWNER FOR OTHER SOLUTION(S) PRIOR TO PROCEEDING. SEE PLAN FOR UNDER FLOOR VENTING LOCATIONS, PROVIDE INSECT SCREENS AT ALL FOUNDATION OPENINGS. PROVIDE REQUIRED SQUARE ,ALL SUBCONTRACTORS SHALL COOPERATE WITH EACH OTHER IN THE INCHES OF VENTING AREA PER CODE. VARIOUS PARTS OF THE WORK SO THAT THE WORK OF ONE WILL NOT BE DELAYED MORE THAN ABSOLUTELY NECESSARY BY THE WORK OF ANOTHER. PROVIDE CLASS I VAPOR BARRIER CONTINUOUSLY ABOVE EXPOSED EARTH IN CRAWLSPACE AREAS AND UNDER SLABS, WRAPPING VAPOR EACH SUBCONTRACTOR SHALL CLEAN UP AND REMOVE FROM THE PREMISES, BARRIER UP FOOTINGS AT EDGES, OVERLAP VAPOR BARRIER BY MINIMUM FROM TIME TO TIME, ALL WASTE MATERIALS AND DEBRIS WHICH MAY 18"AT JOINTS. SEE SPECIFICATIONS FOR MATERIAL. ACCUMULATE IN THE BUILDING OR ABOUT THE PREMISES AS A RESULT OF HIS FRAMING; WORK. - LUMBER USED SHALL BE CHECKED FOR AGAINST ANY DEFECTS AND IMPERFECTION THAT MAY COMPROMISE THE PURPOSE IT IS INTENDED SUBCONTRACTOR SHALL MAINTAIN INSURANCE AS STATED UNDER THE FOR. ,EACH WORKMAN'S COMPENSATION ACT AND APPROPRIATE PUBLIC LIABILITY. PROVIDE MINIMUM 30# BUILDING PAPER UNDER ALL BEARING PLATES. ALL BEARING DLATES SHALL BE PRESSURE TREATED. LEGEND I 1 1 30�-O- I (E) DENOTES EXISTING PROPOSED GAS METER (E) GRj T -AS\ U 1TV PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS PERPENDICULAR TO JOISTS AND OTHER BEARING POINTS NOT OTHERWISE PROVIDED WITH SUPPORT. ALL FLOOR JOISTS AND RAFTERS TO HAVE SOLID BLOCKING AT ENDS OF EXPOSED SPANS AND AT MID -SPAN, IF SPAN IS GREATER THAN 10 FEET. ALLWOOD IN CONTACTWITH CONCRETE SHALL BE PRESSURETREATED OR PROVIDE MINIMUM 1/2"AIR SPACE. ,STAGGER ALL JOINTS OF ALL PLYWOOD PANELS. ,ALL PLYWOOD SHALL HAVE SURFACE GRAIN PERPENDICULAR TO SUPPORTS. ALL NAILING TO CONFORM TO NAILING SCHEDULE. SEE STRUCTURAL PLANS AND NOTES. DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS. 'PERFORMANCE SPECIFICATION ITEMS MUST BE SUPPLIED BY SUBCONTRACTOR, FROM ANY MANUFACTURER THAT MEET$ THE SPECIFICATION CRITERIA. 'rHERMAL AND MOISTURE PROTECTION: PROVIDE VAPOR BARRIER FOR WALL AS PER SPECIFICATIONS, OR AS APPROVED BY LOCAL CODES AND AS APPROVED BY MANUFACTURERS SPECIFICATIONS ON ADJACENT MATERIAL. VAPOR BARRIER SHALL BE INSTALLED AT ALL EXTERIOR WALLS ON EXTERIOR SIDE OF SHEATHING FULLY WRAP VAPOR BARRIER TO INTERIOR AT ALL OPENINGS. ,PROVIDE FLEXIBLE FLASHING AT ALL OPENINGS AND ALL BUILDING CORNERS, WRAP ALL SIDES IN ORDER FOR POSITIVE LAP TO OUTSIDE OF BUILDING. PROVIDE CONTINUOUS METAL FLASHING AT ALL JOINTS BETWEEN WALLS AND ROOFS, VERTICALLY ON ALL CORNERS WHERE WALL MEETS WALL, AND HORIZONTALLY OVER JOINT BETWEEN WALL SHEATHING AND CONCRETE FOOTER. FLASHING TO BE OVERLAPPED WITH VAPOR BARRIERS, TYP. ,PROVIDE CONTINUOUS METAL COPING AT TOP OF PARAPET WALLS, WHERE THERE ARE PARAPET WALLS. SEAL JOINTS WITH STANDING SEAM SEAL OR APPROVED SEALANT. ,INSULATE ENTIRE ENVELOPE PER CODE REQUIREMENTS. PROVIDE BATTS INSULATION PER SPECIFICATIONS, WITH INTEGRAL VAPOR BARRIER AS SPECIFIED. PLASTIC VAPOR BARRIERS SHALL NOT BE ALLOWED. PLUMBING: eALL SPECIFICATIONS AND INSTALLATION SPECIFICATIONS SHALL BE CHECKED AND VERIFIED WITH OWNER PRIOR TO PURCHASE OR INSTALLATION SEE PLAN AND VERIFY WITH OWNER FOR LOCATIONS OF GAS JETS, ALVES, HOSE BIBS, GAS AND WATER SERVICES. PLUMBING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININ33 UTILITY COMPANY APPROVAL OR WATER SERVICE AND GAS METER LOCATIONS. ,PROVIDE'PEX" FLEXIBLE PVC TYPE FOR WATER AND PLUMBING LINES OR AS PER SPECIFICATIONS. -PROVIDE VENTS AND DRAINS PIPE MATERIALS PER SPECIFICATIONS. INSULATE ALL SUPPLY AND WASTE PIPING FOR THERMAL AND ACOUSTIC, AS PER SPECIFICATIONS. CONTACT INFORMATION PROJECT CONTACT.REBECCA WEST REBECCA@SERIOUSLYHAPPY.COM PHONE NUMBER: (206 ) 455 - 1871 OWNER: DAMIAN KONASIEWICZ & REBECCA WEST 12310 HIGHWAY 99, SUITE 110 EVERETT, WA 98204 PHONENO.: (206)799-8927 REBECCA@SERIOUSLYHAPPY,COM BUILDING DEPARTMENT: CITY OF EDMONDS STRUCTURAL ENGINEER: CONSULTING STRUCTURAL ENGINEERING SERVICES, INC. JOHN S. APOLIS, PE 6311 17TH AVE NE SEATTLE, INA 98115 (206) 527-1288 JOHN@CSES-ENGINEERING.COM SURVEYOR: CHARLES T. CAMP PLS D 701-859-3532 M 701-339-1508 1137 NAVALAVE BREMERTON WA 98312 CHARLESTCAMP@BAKKENSURVEY.COM PLAN PREPARATION: H2W DEVELOPMENT LLC CILIA HIRAYAMA 1652 N 203RD STREET SHORELINE, INA 98133 (808) 226 - 0748 H2WDLLC@GMAIL.COM HVAC: ,PROVIDE BIDDER DESIGNED SYSTEM THAT PROVIDES HEATING, VENTILATING AND AIR CONDITIONING (HVAC) SERVICE WITH REQUIRED FRESH AIR QUOTAS PER CODE REQUIREMENTS. SUBMIT DESIGN TO OWNER FOR APPROVAL PRIOR TO MANUFACTURE AND/OR INSTALLATION. PROVIDE DIRECT EXHAUST FOR ALL VENTS AND FANS VIA METAL DUCTS. PROVIDE MINIMUM EXHAUST EXCHANGE PER HOURS IN BATH CONTAINING TUB AND OR SHOWER, AND LAUNDRY AS PER CODE REQUIREMENTS AND SPECIFICATIONS. KITCHEN EXHAUST HOOD SHALL HAVE MAKE-UP AIR SUPPLY AND FIRE PROTECTION SYSTEM AS REQUIRED PER CODE. SLECTRICAL: LOCATION OF ALL OUTLETS, SWITCHES AND FIXTURES SHALL BE VERIFIED ON THE JOB SITE WITH THE OWNER AND GENERAL CONTRACTOR PRIOR TO INSTALLATION. LICENSED ELECTRICIAN TO INSTALL ALL LOW VOLTAGE AS WELL AS LINE VOLTAGE. 'ELECTRICIANS TO PROVIDE ELECTRICAL LAYOUT DRAWINGS, PANEL SCHEDULES AND OBTAIN ALL NECESSARY APPROVALS AS REQUIRED BY LOCAL BUILDING CODES, AND OBTAIN UTILITY COMPANY APPROVAL OF METER LOCATION. SOO*27'60"W 120.20' 'SECURITY: ALL DOOR AND WINDOW HARDWARE TO BE VERIFIED WITH MANUFACTURER AND OWNER PRIOR TO ORDERING. 'CONTRACTOR SHALL VERIFY WITH OWNER REGARDING SECURITY SYSTEMS INTEGRATION, WHEN APPLICABLE. D.S. DENOTES DOWNSPOUT (E) GAS LINE I 7� 7-,,. 7 . � I I �.� . . ;.77, 777 INC.- 7777� . ..... )VEIRH7777� -P- tVbWEk8PHONE ELECTRIC METER -AN - (E) WATERLINE Ll POWER POLE IN (N) WATER LINE U) I ;F (E) I .. . x . , (E IMPERM BLE- , I" :L (E) WATER METER & SHUT OFF - -P - (E) OVERHEAD POWER LINE --S-- (E) SEWAGE LINE CI)J, - 0 �u LU - 1, . . I I , . — 1=� Lz::. �i .2CAR-P KINGAR w &DRIVEWAY F I Lqj PROPOSED (N) 314 WATER METER & SHUT OFF z - 7 (E A PHALT ii NO� (1367 S,F,) PARKING (E) TREE TO REMAIN CABLE & PHONE Box ko C:I0 ILI 7 1 D u" SPACE #3 p HHHHHH (E) FENCE TO BE REMOVED C-4 -t- PROPOSED (N) TREE (E) FENCE TO BE REMAINED 1P F_ AND UNCHANGED I /NOTE: I I EXISTING 'I PER, )k 1) EXISTING WATER LINE SIZE IS 11/4" LINE. PERMIT #BLD20180424 I IN I T2 WATER 2) ALL FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR, I (E) GRASS STUB OUT INCLUDING, BUT NOT LIMITED TO THE WATER SERVICE TAP COMPLETED BY THE i AREA CITY OF EDMONDS. PROPOSED' I IL - 3) PROTECT (E) TO -BE -RETAINED VEGETATION BY FOLLOWING GUIDELINES FROM (N) 3/4" METER & (E) GRASS LAWN OONVEn011 CITY OF EDMONDS'SEST MANAGEMENT PRACTICES (BMPs). (N) LINE. ROUTE 4) CONTRACTOR SHALL LOCATE THE EXISTING SEWER LINE WITHIN THE & LOCATION VERIZON (E) PLANTING AREA PROPERTY AND DIG FROM THE EXISTING CLEAN OUT LOCATED ON WEST T.B.D. VAULT (E) IMPERMEABLE ELEVATION (NEXT TO EXISTING CRAWLSPACE ACCESS) FOR A DISTANCE OF 19' WALKWAY (527 SF.) OUT TOWARD THE NORTH END OF THE PROPERTY. A NEW CLEAN OUT WILL BE EDGE OF ADDED TO THE EXISTING SEWER LINE AT THE PROPERTY LINE. OWNER TO ASPHALT III EMENT GRASS I CONTACT THE CITY OF EDMONDS TO "TV' THE SEWER LINE AT THE CONNIE TION I LAWN (E) EDGE OF OVERHANG TO THE MAIN SEWER AFTER THE NEW CLEAN OUT IS ADDED. SEWER LINE BE 0 ERHEAD 0 ER 'AD T5 T5� REPLACED IF THE LINE IS NOT V'ANDIOR IF THE LINE MAY NOT BE RE -USE S PIWEHE�LINE DIRECTED BY THE CITY OF EDMONDS. 5) NEW OR EXISTING UTILITIES SHALL BE PLACED UNDERGROUND IF WORK S C (E) USIDE YARD SETBACK j_;. T. PERFORMEDIREPLACED/INSTALLED UNDER THIS PROJECT SCOPE OF WORK. (P T i GAE G G S T OWNEWCONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAWAGE OWNERICONITIACTOn RESPONSIBLE (E) INFERRED GAS LINE - --- --- u � arnage to (N) GAS METE all d (E) GAS METER TOB E REMOVE POR LOCATING ALL ON -SITE UTILITIES. CONNECTION TO GAS MAIN Appli, at i,,pr,-w2rmnts in City uIT.,g,., Or IrL & SHUT-OFF VALVES IF RELOCATION/REVISION TO ANY UTILITIES PERMIT "fil C ;wodlrda that is cau�sd FOR UNIT A & UNIT B MAY MURt SEPAWE �roc�vi:� duinl t;;- PO-1111- P.141". REMAIN �l z LAND USE INFORMATION A R PROPERTY ADDRESS: 7606 206TH STREET SIN EDMONDS, WA 98026 PARCEL NUMBER: 00614300000605 LEGAL DESCRIPTION: WILLOWDALE GARDENS DIV 1 ELK 000 -,, -PLANS9 %ME E 67.5 FT OF W 212.5 FT OF E 318.53 FT AS MEAS AID 6 EXG N 10 FT FOR RD j UR EDMONDS, SNOHOMISH COUNTY, WA ZONING: RM 2A LOT SIZE: 6111 SQ. FT. (0.19 ACRE) 7onn�d;sBuifdlng *MIN. LOTAREA PER DWELLING UNIT IS 2400 S.F.: 8111 S.F. 12400 S.F. PER UNIT= 3.38 UNIT ISALLOWED; � CityofEd Department EXISTINGICOIDE REQUIREMENT PROPOSED I APPROVED PLA FRONT YARD SETBACK: 15' UNCHANGED REAR YARD SETBACK: 15' UNCHANGED SIDEYARD SETBACK: 51 UNCHANGED MAXIMUM HEIGHT: 25' UNCHANGED MAXIMUM LOT COVERAGE: MAXIMUM 45% UNCHANGED, 2997 S.F. (37%) IMPERVIOUS UJI SURFACE (INCLD. PARKING): 2480 S.F. 3079 S.F. DRIVEWAY& PARKING: 1367 S.F. 1966 S.F. SIDEWALK: N/A N/A CUTIFILL: NIA N/A SEWER/SEPTIC: PUBLIC SEWER PUBLIC SEWER PARKING SPACE: 2 4 C) BUILDING & LOT IMPERVIOUS AREA CALCULATIONS: UJI M GROSS LOT AREA: 8111 S.F. (0.19 ACRE) MAIN BUILDING PAD AREA: ry Uj 6 UNIT A = 1208 S.F. UNITB=1118S.F. (0 0 (3(f CD U) ATTACHED STORAGE = 74 S.F. BUILDING FOORPRINT = 2400 S.F. (UNCHANGED) U_ C46 UJ 00 STRUCTURAL LOT COVERAGE CALCULATIONS: LLI Cr) _j co Of < EXISTING PROPOSED UJI MAIN BUILDING (WITH CANTILEVER OVERHANG): 2917 S.F. 2917 S.F. (UNCHANGED) 0 — c> M: a) CD 0 STOARGE SHED: 80 S.F. 80 S.F: (UNCHANGED) 0 3: �C:o :E " 0 "5-- w LU CID E STIRRMU-RAL LOT COVERAGE TOTAL: 299�S.F. 2997 S.F. (UNCHANGED) % OF LOT COVERAGE 37% UNCHANGED LU C5 [if ED LU (MAX LOT COVERAGE 45%) < r_ LOT IMPERVIOUS CALCULATIONS: zoflt)J��L5 Corner �k_lrlag_a 0 (E) DRIVEWAYIPARKING: 1367 S.F. Setback Rewired Actual (E) WALKWAY: 1113S.F. Front 'N __L�� (N) DRIVEWAY/PARKING (GRAVEL): 599 S.F. Sides --10L4kJ __LQ,'_CL4 w TOTAL: 3079 S.F. Rear Other Heicht PROJECT DESCRIPTION < CONSTRUCT FIRE ASSEMBLY TO CONVERT EXISTING SINGLE FAMILY RESIDENCE INTO DUPLEX. BUILDING FOOTPRINT AND BUILDING HEIGHT REMAIN UNCHANGED. DEMO AND REMOVE EXISTING EXTERIOR AND INTERIOR FINISHES OF THE SINGLE FAMILY RESIDENCE, ALL WORK SL BJECT REPLACE ROOF FRAMING & CRAWLSPACE VENT AS NEEDED, FURRED OUT EXTERIOR TO FIELI WALL TO MEET INSULATION REQUIREMENT PER WSEC. ADD 599 S.F. OF NEW IMPERVIOUS DRIVEWAYIPARKING (ADDITION OF 2 PARKING SPACES). ADD NEW PLANTS TO SITE TO INSPECTION FOR MEET PLANTING REQUIREMENTS. CODE COMPIL �N C E CODES USED P D B NING i 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) 2015 WASHINGTON STATE ENERGY CODE RESIDENTIAL (WSEC) CITY 5F E-D�MONDS DRAWING LIST BUILDING DEPARTMENT A1.1 -SITE PLAN, PROJECT INFORMATION& GENERAL NOTES WORK 140 ADDRESS A2.1 - FLOOR PLAN OWNER A2.2 - DEMOLITION PLAN AND ROOF PLAN A3.1 - ELEVATIONS & EXHAUST SYSTEMS APPROVED DATE: 0 A4.1 - BUILDING SECTION A -A & B-B, TYPICAL WALL SECTION EILDG. OFFICIAL: A5.1 - DOOR & WINDOW SCHEDULES & ENERGY CODE FIRE -RATED WALL ASSEMBLY AND DIETAILS PER NUMBER All: PLUMBING PLAN SITE PLAN& PROJECT INFORMATION S2.0 - GENERAL NOTES S2.1 - FOUNDATION PLAN AND FLOOR FRAMING PLAN & DETAILS PROJECT MANAGER ITI1 S2.2 - ROOF FRAMING & SHEAR WALL PLAN, SHEAR WALL SCHEDULE DETAILS BY CH FObtIlin Electrical p- Ebf: i 102/22119FPERMITAPPLICATION lsotab�tt_-WL - it frOrn PLANT LISTILEGEND: DIAM Mt&,��ffstrlles EXISTING TO REMAIN: T1 ARBORVITEA - THUJA PLICATE `ARBORVITEA- (ALL T1) 2.5 INCHES T2 FLOWERING DOGWOOD - CORNUS FLORIDA 5.07 INCHES RESUB T3 EVERGREEN VIBURNUM - VIBURNUM SP. (POSSIBLY BURKWOOD11) 4.36 INCHES T4 PORTUGUESE LAUREL - PRUNUS LUSITANICA 11.25 INCHES MAR 0 7 2919 T5 HOLLY -ILEXCRENATA 2 INCHES T6 ITALIAN CYPRESS - CUPRESSUS SEMIPERVIRENS 2tNCHES BUILDING DEPARTMENT cn-y 6F EvmoNos T7 T8 IRISH YEW - TAXUS BACCATA RHODODENDRON - RHODODENDRON SP. "HYBRID" 2 INCHES NIA (A SHRUB/BUSH) SCANNF-D T9 BURNING BUSH - EUONYMUS ALA TUS NIA (A SHRUB/BUSH) TIO CAMELLIA - CAMELLIA JAPONICA N/A (A SHRUBIBUSH) T11 RHODODENDRON - RHODODENDRON SP. 'HYBRID' (NORTH) 3.66 INCHES T11 RHODODENDRON - RHODODENDRON SP. `HYBRID' (SOUTH) 2.16 INCHES co T12 LILY OF THE VALLY - PIERIS JAPONICA 1.55 INCHES CT" T13 MOCK ORANGE - PHILADELPHUS SP. (POSSIBLY LEWISSI) 2 INCHES T14 RHODODENDRON - RHODODENDRON SP. "HYBRID' NIA (A SHRUBIBUSH) NEW PLANT: APPROVED BY ENGINEERING T15 ARBORVITEA - THUJA PLICATE N� T1 6 BURNING BUSH -EUONYMUSALATUS - T17 RHODODENDRON - RHODODENDRON SP. 'HYBRID" r1sta. f5_191117 A- 1. 1 1-1 SAFETY REQUIREMENTS MINIMUM ROOM AREAS: REFERENCE R304 HABITABLE ROOMS SHALL HAVE A MINIMUM FLOOR AREA OF 70 SQUARE FEET AND NOT LESS THAN 7 FEET IN ANY HORIZONTAL DIMENSION. CEILING HEIGHT: REFERENCE R305 HABITABLE SPACE, HALLWAYS AND PORTIONS OF BASEMENTS SHALL HAVE A MINIMUM CEILING HEIGHT OF 7 FEET. BATHROOM, TOILET ROOMS AND LAUNDRY ROOMS SHALL HAVE A MINIMUM CEILING HEIGHT OF 6�-B". MEANS OF EGRESS: REFERENCE R311 EGRESS DOOR: MINIMUM 1 EGRESS DOOR FOR EACH DWELLING UNIT, WITH MINIMUM CLEAR WIDTH OF 32" WHEN OPEN 90 DEGREES AND MINIMUM CLEAR HEIGHT OF 78". LANDING: REQUIRED 1 INTERIOR AND 1 EXTERIOR LANDING AND THE WIDTH OF EACH LANDING SHALL BE THE MINIMUM OR EQUAL TO THAT DOOR SERVED AND SHALL HAVE MINIMUM OF 36" IN THE DIRECTION OF TRAVEL. HALLWAYS: T-0" MINIMUM WIDTH STAIRWAYS: MINIMUM CLEAR WIDTH ABOVE HANDRAIL = 36� MINIMUM HEADROOM = 61-81, MAXIMUM VERTICAL RISE BETWEEN FLOOR LEVEL OR LANDINGS 147" MAXIMUM RISER HEIGHT 7 3/4" MINIMUM TREADS DEPTH 10" HANDRAILS: MINIMUM ON ONE SIDE OF STAIRS WITH 4 OR MORE RISERS MOUNTING HEIGHT: 34"TO 38" GRIP SIZE OUTSIDE DIAMETER: MINIMUM 11/4", MAXIMUM 2" WITH A MINIMUM 1 1/2" BETWEEN WALL & HANDRAIL GUARDS AND WINDOW FALL PROTECTION: REFERENCE R312 GUARDRAILS REQUIRED AT ALL OPEN -SIDED WALKING SURFACES, STAIRS, PORCHES, BALCONIES OR LANDINGS 30 INCHES ABOVE FLOOR OR GRADE WITHIN 36" HORIZONTALLY ON THE OPEN SIDE. MINIMUM HEIGHT.36" MAXIMUM OPENINGS IN REQUIRED GUARDRAIL SHALL NOT PASS A 4"DIAMETER SPHERE. WINDOW FALL PROTECTION: WHERE AN OPENING OF A WINDOW IS LOCATED MORE THAN 72" ABOVE FINISHED GRADE OR SURFACE BELOW, THE WINDOW SILL SHALL NOT BE LESS THAN 24" ABOVE FINISHED FLOOR UNLESS A 4" DIAMETER SPHERE CAN NOT PASS THROUGH THE OPERABLE PORTION, OR IS EQUIPPED WITH A WINDOW FALL PREVENTION DEVICE, OR OPENING CONTROL DEVICE. SMOKE ALARM: REFERENCE R314 SMOKE ALARMS SHALL BE INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS AND IN ACCORDANCE WITH IRC R314 REQUIRED LOCATIONS: SLEEPING ROOM, OUTSIDE EACH SLEEPING ROOM, ONE IN EACH FLOOR (INCLUDING BASEMENT). ALARMS SHALL BE POWERED BY BUILDING WIRING AND BACKUP POWER BY BATTERY. BATTERY POWERED ALARMS MAYBE USED IN ALTERNATIONS WHEN WIRING CANNOT BE INSTALLED WITHOUT REMOVAL OF INTERIOR FINISHES. CARBON MONOXIDE ALARMS: REFERENCE R315 ALARMS SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS AND IN ACCORDANCE WITH IRC R315 REQUIRED LOCATIONS: OUTSIDE OF EACH SLEEPING ROOM IN THE IMMEDIATE VICINITY OF BIEDROOMIS. ALARMS SHALL BE POWERED BY BUILDING WIRING AND BACKUP POWER BY BATTERY. BATTERY POWERED ALARMS MAYBE USED IN ALTERNATIONS WHEN WIRING CANNOT BE INSTALLED WITHOUT REMOVAL OF INTERIOR FINISHES. LIGHT, VENTILATION AND HEATING REFERENCE R303 HABITABLE ROOMS SHALL HAVE OPENING SUCH AS WINDOWS, SKYLIGHTS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS FOR GLAZING AND VENTILATION REQUIREMENTS. GLAZING AREA: 8% OF FLOOR AREA VENTILATION: 41/o OF FLOOR AREA ACCESS TO CRAWLSPACE: REFERENCE R408.4 OPENING THROUGH FLOOR MINIMUM = 18" X 24" OPENING THROUGH WALL MINIMUM = 16" X 24" ANY BELOW GRADE PORTION OF THE THROUGH -WALL ACCESS SHALL HAVE AN AREAWAY OF NOT LESS THAN 16' X 2,V'. FIRE ALARM SYSTEMS: REFERENCE R314.7 FIRE ALARM SYSTEMS SHALL COMPLY WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. THE FIRE ALARM SYSTEM SHALL MEET THE REQUIREMENT OF, WHEN ACTIVATED, EMIT AN AUDIBLE ALARM WITHIN THE STRUCTURE AND SHALL BE CONNECTED TO THE DETECTORS TO A MONITORING STATION OR FIRE DEPARTMENT. UNITA ROOMNAME AREA (SF) GLAZING REA (8%) VENT! ON (4%) - REQUIRED (SF)-IPROPOSED(SF) REQUIRED(SF) PROPOSED(SF) BEDROOM #1 123.75 9.9 1 20 4.95 20 BEDROOM #2 108.77 8.7016 WO 4.3508 20 BEDROOM #3 114.28 9.1424 20 4.5712 20 KITCHEN, LIVING RM & DINING 489 39.12 1936 40 NOTE: 1) VAULTED CEILING THROUGHOUT UNIT A, UNIT B & STORAGE 2) FIRE ALARM SYSTEM TO BE SELECTED BY OWNER AND SHALL BE PROVIDED AND INSTALLED PER IRC R314.7. 3) RELOCATE ONE CRAWLSPACE VENT. NEW CRAWLSPACE SIZE, LOCATION AND COVERING SHALL COMPLY WITH CURRENT CODE. SEE SHEET A-3.1 FOR PROPOSED EXHAUST FAN SIZING AND REQUIREMENTS LEGEND (E) DENOTES EXISTING (N) DENOTESNEW (N) 2X WALL FULL HEIGHT, U.N.O. (E) 2X4 WALL FURRED OUT TO PROVIDE 5.5"CAVITIY DEPTH FOR (N) R21 INSULATION (N) FIRE RATED WALL ASSEMBLY (E) BRICK WALL UNITB ROOM NAME AREA (SF) qLAZ LA��N 1%) VENTILATION (4%) REQUIRED OSED(SF) REQUIRED(SF) PROPOSED(SF) BEDROOM#1 114.58 9.1664 1 :11) 4.5832 20 BEDROOM #2 124.14 9.9312 4.9656 10 BEDROOM#3 127.12 10.1696 20 5.0848 20 KITCHEN, LIVING RM & DINING 476.22 38.0976 1 60 190488 m SMOKE & CARBON MONOXIDE DETECTOR _(E) ROOF FRAMING/ OVERHANG TO REMAIN EXHAUSTFAN F-- - - - - - - - - - - - - - - - - - - - - - FIRE ALARM SIGNAL DEVICE (IN-HOUSE CONNECTED TO SMOKE & CARBON MONOXIDE DETECTORS) ELECTRIC METER STORAGE GAS METER 1 VX 57* CABLE/PHONE IN WALL CADET -STYLE HEATER 21'.74 (N) CRAWL SPACE T-4- 4--r 4--g" VENT LOCATION (E) CABLEIPHONE LO Box�ll T2 RELOCATE ----------- (E L;KAVVL SPACE V NT 4�4' CZW-L UNITA ENTRY 6'0" X 7-113 4' 4 1 �-Vf 6141�1 2 1 V_7 z(o Lu en - - - - - - - - - - - - --- - - - - - - - - UNIT B 'mw -EXTEND FIRE -RATED B[fD_ROOM #3 'Lum I> E NTRY LANDING WALL TO EXTERIOR X 10,8. Lit I I EPS TO REMAIN7/ WALL SHEATHING PROPOSED SEE SHT A- 6.1 (N) METER FOR FIRE -RATED WALL INFO z k FOR UNIT B I A 15 E r,(N) �CMWL Lu PROPOSEE� PONY Wl LL (N) GAS METERS VA"� & SHUTOFF VALVES G u UNITA FOR UNIT A & UNIT B I LVING ROOM C 14'4" X 147 7-2" UNI� (E) CLEAN OUT d-Lo. CRAWLSPACE (E) ACCESS TO REMAIN (UNCHANGED) co 0 107 I Z. Lu w MH.'H T�13� (E) CRAWL SPACE VENT lIINrwAKIrrr)% UNIT A GAS FIREPLACE DINING INSERT, INSTALL AS 12'9"X izill PER MANUFAGTUER'S L _J RECOMMENDATIONS (PRIMARY HEAT SOURCE) 2640 NITI�_ CASEMENT LO.#4 EGRESS 2'. 1 UNITS F2 BEDROOM #2 i irx 10,5" L �j FULL HEIGHT WALL UNITA UNITA BEDROOMW KITCHEN 111T, X 10, 12'7"Xll',V' 3 f REF _77, .c �cal UNITA AT W 'f-c) F 8!4' UNITA BEDROOM #2 8 8110"Xii'll 2640 CASEMENT EGRESS 3'-W 1. 3-V I� 3-3" 1 Z-F lullcl/ Y-31T BATH #1 L7 I t H 10 8'7"X8'6" LA UNITA BEDROOM#1 UNIT A 8'7'X5'7r' 2640 2640 Drlcss.�'l CASEMENT CASEMEN'T EGRESS EGRESS A \7\3\ , T-2" (N) CRAWL SPACE - VENT LOCATION UNIT B a7u.m TUB/ UNIT B LIVING ROOM 13'6"X IW6" 71' CLO. g DIRECTVENT GAS FIREPLACE INSTALL AS PERMANUFACTUER'S RECOMMENDATIONS REF (PRIMARY HEAT SOURCE) UNIT B KITCHEN UNIT B 11191, X 10,10" FLOOR VRU-= 1118 ��F FEATHER WALL UNIT B TRANSITION BETWEEN DINING FIRE -RATED WALL & TYPICAL WALL �3 �X8,8. < W/D (N) l8'X2' UNITB C L S A4CRAW _!A�CE) ffNTRY 7 CCESS i37RV7 7 ?13� W.0 L I NIT B I: UNIT B BEDROOM #1 10'11"XIO'4" 14 SX911", IN FLOOR H W.0 HOWE 2640 2640 CASEMENT CASEMENT EGRESS EGRESS �8 T-F 2'-1" T-If L_ EXTEND FIRE -RATED �_'-(N)CRAWL WALL TO EXTERIOR SPACE VENT WALL SHEATHING LOCATION SEE SHT A- 6.1 FOR FIRE -RATED WALL INFO B 46- (E) METER FOR UNIT A ROUTE POWER TO PANEL @ UNIT A CRAWL SPACE NT(UNCHANGED) MDEVELOPMWLLC I&dk@Fd- (0)2W74 ui C) LLI m L0 Of Lu 25 zo (.0 - Co 0 ()f c5 U) c'j (=) F- c:' CD LU 00 LL c,6 cD LLI c� c) of < N 4 P 3;: LU u) 0 c'j 0 0 0 :m C.D z 3: . (R o(o cl C:� LU U) W co LU < or- < a- z 0 M ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMFLII�NCEE :N) 48'X36" LANDING & STEP ,E) CRAWL SPACE VENT(UNCHANGED) RESUB MAY 3 1 2019 BUIUANIG DEPARTMENT CITY OF EDM?VDS FLOOR PLAN FLOOR PLAN & LIGHT & VENTILATION CALS PROJECT MANAGER RW DRAWNBY CH A-2.1 FAI NOTES: 1) ROOF: DEMOLISH �ANDREMOVE �ALL (�E) �NNSMATION� AND (E) INTERIOR CEILING FINISHES. (E) ROOF SHEATHING, (E) ROOFING & UNDERLAYMENT, (E) FASCIA BOARD, (E) ROOF FRAMING TO REMAIN UNCHANGED,EXCEPT AS NOTED PER STRUCTURAL. 2) WALL: DEMOLISH AND REMOVE ALL (E) SIDING, (E) INSULATION AND (E) INTERIOR WALL FINISHES. (E) 1X BOARD/SHEATHING, AND (E) EXTERIOR STUD WALLS TO REMAIN UNCHANGED, EXCEPT AS NOTED PER STRUCTURAL. 3) FLOOR: - DEMOLISH AND REMOVE ALL (E) INTERIOR FLOOR FINISHES. (E) FLOOR SHEATHING, (E) INSULATION AND (E) FLOOR FRAMING TO REMAIN, EXCEPT AREAS WHERE NEW FOUNDATION ARE LOCATED PER STRUCTURAL. 4) FOUNDATION: EXISTING FOUNDATION TO REMAIN UNCHANGE, EXCEPT AS PER STRUCTURAL. < 5) RELOCATE & INFILL (E) CRAWL SPACE VENT @ NORTH END OF WEST ELEVATION TO WEST END OF NORTH ELEVATION OF BUILDING. PROVIDE SAME SQ. FT. OF (N) VENT OPENING AREA AS (E). THE (N) VENT SHALL COMPLY W/ CURRENT APPLICABLE CODES. INFILL (E.) CRAV VENT LEGEND: (E) DENOTES EXISTING (E) WALL TO BE DEMOLISHED & REMOVED (E) WALL TO REMAIN (E) WINDOW TO BE DEMOLISHEE & REMOVED: PATCH WALL AS NECESSARY. (E) DOOR TO BE DEMOLISHED & REMOVED: PATCH WALL AS NECESSARY. ------------ - — — — — — — — — — — — — — — - I F_ WALL TO REMAIN �9 IF =F= §7- __11 ti I I _t(E) WALL TO BE DEMOLISHED ILL LL L _j_ JL- - - JL----JL---J LL J L - - - - - - - - - - - - - - - - - - I r - - - - -7- j I L 1 r--- N DEMOLITION PLAN SCALE:114-1W (o ROOF VENTILATION REFERENCE R806.5 UNVENTED ATTICS AND UNVENTED ENCLOSED ROOF FRAMING ASSEMBLIES CREATED BY CEILINGS THAT ARE APPLIED DIRECTLY TO THE UNDERSIDE OF THE ROOF FRAMING MEMBERS AND STRUCTURAL ROOF SHEATHING APPLIED DIRECTLY TO THE TOP OF THE ROOF FRAMING MEMBERSIRAFTERS, SHALL BE PERMITTED WHERE ALL THE FOLLOWING CONDITIONS ARE MET: 1. THE UNVENTED ATTIC SPACE IS COMPLETELY WITHIN THE BUILDING THERMAL ENVELOPE. 2. NO INTERIOR CLASS I VAPOR RETARDERS ARE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE LINVENTED ATTIC ASSEMBLY OR ON THE CEILING SIDE OF THE LINVENTED ENCLOSED ROOF FRAMING ASSEMBLY. 3. WHERE WOOD SHINGLES OR SHAKES ARE USED, A MINIMUM Y4" (6.4MM) VENTED AIRSPACE SEPARATES THE SHINGLES OR SHAKES AND THE ROOFING UNDERLAYMENT ABOVE THE STRUCTURAL SHEATHING. 4. IN CLIMATE ZONES 5,6,7 AND 8, ANY AIR -IMPERMEABLE INSULATION SHALL BE A CLASS 2 VAPOR RETARDER, OR SHALL HAVE A CLASS 2 VAPOR RETARDER COATING OR COVERING IN DIRECT CONTACT WITH THE UNDERSIDE OF THE INSULATION. 5. INSULATION SHALL BE LOCATED IN ACCORDANCE WITH THE FOLLOWING: 5A ITEM 5.1.1, 5.1.2,5.1.3 OR 5.1.4 SHALL BE MET, DEPENDING ON THE AIR PERMEABLILITY OF THE INSULATION DIRECTLY UNDER THE STRUCTURAL ROOF SHEATHING. 5.1.1 WHERE ONLY AIR -IMPERMEABLE INSULATION IS PROVIDED. IT SHALL BE APPLIED IN DIRECT CONTACT WITH THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING. (E) METER FOR MAIN UNIT L 5.1.2 WHERE AIR -PERMEABLE INSULATION IS PROVIDED INSIDE THE BUILDING THERMAL ENVELOPE, IT SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 5.1 IN ADDITION TO THE AIR -PERMEABLE INSULATION INSTALLED DIRECTLY BELOW THE STRUCTURAL SHEATHING, RIGID BOARD OR SHEET INSULATION SHALL BE INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHEATHING IN ACCORDANCE WITH THE R-VALUE IN TABLE R806.5 FOR CONDENSATION CONTROL. 5.1.3 WHERE BOTH AIR -IMPERMEABLE AND AIR -PERMEABLE INSULATION ARE PROVIDED, THE AIR -IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT CONTACT WITH THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING IN ACCORDANCE WITH ITEM 5.1.1 AND SHALL BE IN ACCORDANCE WITH THE R-VALUE IN TABLE R806.5 FOR CONDENSATION CONTROL. THE AIR -PERMEABLE INSULATION SHALL BE INSTALLED DIRECTLY UNDER THE AIR -IMPERMEABLE INSULATION. 5.1.4 ALTERNATIVELY, SUFFICIENT RIGID BOARD OR SHEET INSULATION SHALL BE INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHEATHING TO MAINTAIN THE MONTHLY AVERAGE TEMPERATURE OF THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING ABOVE 457 (7-C). FOR CALCULATION PURPOSES, AN INTERIOR AIR TEMPERATURE OF 68-F (20-C) IS ASSUMED AND THE EXTERIOR AIR TEMPERATURE IS ASSUMED TO BE THE MONTHLY AVERAGE OUTSIDE AIR TEMPERATURE OF THE THREE COLDEST MONTHS. VAULTED CEILING (UNVENTED ) AREA = 2400 S.F. SPRAY FOAM INSULATION SHALL BE APPLIED I IN DIRECT CONTACT W/ THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING -------------- (E) CHIMNEY PREFABRICATED FLUE (E) ROOF SLOPE 4:12 w w w (E) ROOF OVERHANG REMAIN UNCHANGED1 (E) BUILDING FOOTPRINT REMAIN UNCHANGED (E) ROOF SLOPE 4:12 IN ROOF PLAN SCALE. 1W = 1-0` (N) PREFABRICATED FLUE PER MANUFACTUER'S RECOMMENDATIONS I H2W I H2W DEVELOPMENT LLC h2wdk@gw1am (808) 22UT48 U) Lu 0 uj m L0 Lu cs 3., 5 a) c'j 0 CD I.- cj LL CD LLI LLJ _j co of; Lu co C5 cl) o (a -J 04 0 w CDC uj U) W caw < m 0 =5 LL WORK 911BIECT TO FIELD INSPECT014 FOR ODE CORIPU?�NCE RESUB MAY 3 1 261M BUILE)INGENE—TME" crry OF FI)MONDS ROOF PLAN & DEMOLITION PLAN PROJECT MANAGER RW DRAWN BY CH A-2.2 EXHAUST SYSTEMS REFERENCE CHAPTER 15 OF IRC (2015 EDITION) THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE, EXCEPT WHOLE -HOUSE VENTILATION -TYPE ATTIC FANS THAT DISCHARGE INTO THE ATTIC SPACE OF DWELLING UNITS HAVING PRIVATE ATTICS SHALL BE PERMITTED. EXHAUST DUCTS SYSTEMS SHALL BE CONSTRUCTED OF A SMOOTH AND NON-COMBUSTIBLE MATERIAL AND TO BE INSTALLED AND INSULATED PER CODE REQUIREMENTS, CLOTHES DRYER EXHAUST (Ml 502) CLOTHES DRYER EXHAUST SYSTEM MUST BE INDEPENDENT OF OTHER SYSTEMS AND PROVIDED AND INSTALLED IN ACCORDANCE WITH MANUFACTUREFrS INSTRUCTIONS. EXHAUST DUCTS SHALL HAVE A SMOOTH INTERIOR FINISH WITH A MINIMUM 4" NOMINAL DIAMETER AND SHALL CONVEY MOISTURE TO THE OUTDOORS. DUCTS TERMINATIONS SHALLBE EQUIPPED WITH A BACKO-RAFT DAMPER. RANGE HOODS (MI503) RANGE HOODS MUST BE EQUIPPED WITH A BACK -DRAFT DAMPER. EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS OF 400 CFM SHALL BE MECHANICALLY OR NATURALLY PROVIDED WITH MAKEUP AIR AT A RATE APPROXIMATELY EQUAL TO THE EXHAUST AIR RATE, SUCH MAKEUP AIR SYSTEMS SHALL BE EQUIPPED WITH NOT LESS THAN ONE DAMPER AND EACH DAMPER SHALL AUTOMATICALLY START AND OPERATE CONCURRENTLY WHEN THE EXHAUST SYSTEM OPERATES. EXHAUST DUCTS AND EXHAUST OPENINGS (MI 506) AIR EXHAUST OPENINGS SHALL TERMINATE NOT LESS THAN TFROM PROPERTY LINES; TFROM OPERABLE AND NON -OPERABLE OPENING$ INTO THE BUILDING AND 10'FROM MECHANICAL AIR INTAKES EXCEPT WHERE THE OPENING IS LOCATED TABOVE THE AIR INTAKE. OPENINGS SHALL COMPLY WITH R303.5.2 AND R303.6 MECHANICAL VENTILATION (M1507) LOCALEXHAUST LOCAL EXHAUST SYSTEMS SHALL BE DESIGNED TO HAVE THE CAPACITY TO EXHAUST THE MINIMUM AIR FLOW RATE IN ACCORDANCE WITH TABLE Ml 507.4 THE WHOLE HOUSE EXHAUST THE WHOLE HOUSE EXHAUST VENTILATION SYSTEM SHALL CONSIST OF ONE OR MORE SUPPLY OR EXHAUST FANS, OR A COMBINATION OF SUCH AND ASSOCIATED DUCTS AND CONTROLS. LOCAL EXHAUST OR SUPPLY FANS ARE PERMITTED TO SERVE AS SUCH A SYSTEM. OUTDOOR AIR DUCTS CONNECTED TO THE RETURN SIDE OF AN AIR HANDLER SHALL BE CONSIDERED AS PROVIDING SUPPLY VENTILATION. THE SYSTEM SHALL BE PROVDIDED WITH CONTROLS THAT ENABLE MANUAL OVERRIDE. THE WHOLE HOUSE MECHANICAL VENTILATION SYSTEM SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS RATE OF NOT LESS THAN THAT DETERMINED IN ACCORDANCE WITH TABLE M1507.3.3(l) EXCEPTION: THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM IS PERMITTED TO OPERATE INTERMITTENTLY WHERE THE SYSTEM HAS CONTROLS THAT ENABLE OPERATION FOR NOT LESS THAN 25% OF EACH 4-HOUR SEGMENT AND THE VENTILATION RATE PRESCRIBED IN TABLE M1507.3.3(l) IS MULTIPLIED BY THTE FACTOR DETERMINED IN ACCORDANCE WITH TABLE M15.7.3.3(2) TABLE M1507.33(i) CONTINUOUS WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS DWELLING UNIT FLOOR AREA (SQUARE FEET) NUMBER OF BEDROOMS 0-1 1 2-3 1 4-5 1 6-7 1 > 7 AIRFLOW IN CFM <1,500 30 45 60 75 90 1,501-3,000 45 60 75 90 105 3,001 -4,500 60 75 90 105 120 4,501 -6,000 1 75 90 105 120 135 6,001-7,500 90 105 120 135 150 > 7,500 105 120 135 150 165 TABLE M1507.3.3(2) a, b INTERMITTENT WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM RATE FACTORS RUN-TIME PERCENTAGE IN 25% 33% I 50% I 60% I I 75% 100% EACH 4-HOUR SEGMENT I FACTOR4 1 4 1 3 1 2 1 1.5 1 1.3 1.0 a. FOR VENTILATION SYSTEM RUN TIME VALUES BETWEEN THOSE GIVEN, THE FACTORS ARE PERMITTED TO BE DETERMINED BY INTERPOLATION. b. EXTRAPOLATION BEYOND THE TABLE IS PROHIBITED. TABLE M1507.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS AREA TO BE EXHAUSTED EXHAUST RATES KITCHENS 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS BATHROOMS - TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS �N) PREFABRICATED — LUE, PROVIDE & INSTALL PER MANUFACTURERS RECOMMENDATIONS [E) CHIMNEY NCHANGED (E) FACSIA BD)---\ 101-01, N) PREFABRICATED FLUE, PROPOSED LOCAL AND WHOLE -HOUSE FAN EXHAUST SYSTEMS - UNIT A: LOCATION: TYPE: CFM: LAUNDRY LOCAL 50 CFM OR BETTER KITCHEN LOCAL 400 CFM BATH #1 (2 FANS) LOCAL EACH @ 50 CFM OR BETTER BATH 92 WHOLE -HOUSE, CONTINUOUS 50 CFM OR BETTER LAUNDRY -DRYER EXHAUST: TO BE PROVIDED AND INSTALLED AS PER CODE REQUIREMENTS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (E) CHIMNEY—\ UNCHANGEb (E) PHONE & CABLE BOX— 1, T-6" 1 RELOCATE AS NECESSARY 'I I :E) CRAWLME VENT PROPOSED gN6GAS METERS (E) CONCRETE WALKWAY !NFILL FOUNDATION WALL FOR UNIT A NIT B STORAGE UNIT B UNITA (BEYOND) BEDROOM #3 LIVING ROOM (BEYOND) T.O. LELRIDGE - - - (E) T.O. PILATE TYP. BEAM MAX. SILL HEIGHT OF IL - - -- - - EGRESSWINDOW - - - - - - - - - - - - - --- - - - - - T-2- LELS�13. FLOOR_=,, ----L-LT..2.(E) RADE t F �7- OE� WIN. OPENING OQ WIN. OPEN114G TCH WALL SN) CRAWL rRE) WIN. OPENING -J((N) CRAWLSPACE VENT�"<�—' OE� WIN. OPENING (N) FRONT .... L gNgFRONT STEP TCH WALL AS NECESSARY AS NECESSARY ( PACE VENTr, TCH WALL ll-� AS NECESSARY TCH WALL AS NECESSARY & LANDING BEYOND NDING BEYOND UNIT A UNITA UNITA UNIT B UNIT B SOUTH ELEVATION BEDRUM #2 BEDRUOM #1 BATFIT1 BEMMUM #1 SCALE: 114- T-0' PROPOSED LOCAL AND WHOLE -HOUSE FAN EXHAUST SYSTEMS - UNIT B: LOCATION: TYPE: CFM: LAUNDRY LOCAL 50 CFM OR BETTER KITCHEN LOCAL 400 CFM BATH#1 LOCAL 50 CFM OR BETTER BATH#2 WHOLE -HOUSE, CONTINUOUS 50 CFM OR BETTER LAUNDRY - DRYER EXHAUST. TO BE PROVIDED AND INSTALLED AS PER CODE REQUIREMENTS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. LIE) CRAWL SPACE ACCESS N I L(E) CLEAN OUT UNITA UNIT A BEDROOM#3 BATH#2 _ IAJE) R111GE _ -(E)T.O. PLATE TYP. r MAX. SILL HEIGHT OF EGRESS WINDOW T.O. (E) SUB. FLOO WIN. OPENING T.O. (E) GRADE TCH WALL NMUCOOMMT VVL 6PAUE VENT UNCHANGED UNITA WEST ELEVATION BEDROOM#2 TffLE —1/4'=1 -0" _1.(L. @ aIDGE T.O.@ROOF_ (E) T.O. PLATE TYP. MAX. SILL HEIGHT OF EGRESS WINDOW z? -- ao T.O. (E) SUB. FLOOR T. 6. FE) G �A 5E- - - EAST ELEVATION SCALE: 114- V-0" I -p7vvT HZNDRWMENTU.0 Qdk@wmAm (808)22W48 U) Lu ui co UJ C5 C.D to cq 06 C:, Lu 00 ':5 Lu M co cl� Nzf I.-- Lu U) m F-- (n Z 0 LLJ I cli c) co CD LU E75 w to Lu ry < :z 0 Ll�ffNGkOOM giw�? 135ffi661#3 B PLANNI G (N) PREFABRICATED ALL WORK SUBJECT 101-01 FLUE PROVIDE& INSTALL TO FIELD PER MANUFACTURER'S INSPECTION FOR EAM RECOMMENDATIONS CODE COMPLIANCE ELEVATIONS � Fm. (E) CHIMNEY & EXHAUST SYSTEM UNCHANGED (N) BEAM PER PROJECT MANAGER RW (E) BEAM STRUCTURAL DRAWN BY CH (E) CORBEL 02=9 PERMIT APPLICATION H�05129/19 REVISION PER COMMENT A I I IIN I I K SUB M 3 1 2019 ------------------ '1Z 1�1)EPARTMENWT T-11-1 �CRAWLSPACE VENT:;�� (E) FRONT STEPS V—(E) WIN. OPENING Zfk CRAWLSPACE DING TO REMAIN W" PROVIDE AS PER AS NECESSARY IRC R408.1 & R408.2 STORAGE UNIT B UNITA BEDROOM #2 ENTRY UNIT A NORTH ELEVATION LIVING ROOM SCALE: IM = 7-0' A-3.1 (E) DOUBLE TOP PLATE (E) T.O. PLATE _T (E) FLASHING (E) 2X FACISA (N) FLASHING (LAP BLDG. PAPER OVER FLASHING) (N) WINDOW PER SCHEDULE (N) SIDING PER OWNER TYVEC OR SIM THING OVER (N) TYVEG OR SIM. OVER gE) SHEATHING 8 W L WITH (&X STUD WALL & FURRED OUT X TU L T T I OU H 0 PIRRIDE ENOUGH DEPTH FOR 0 P ) 1 8 TT I SUL TIO (N) R21 BATT INSULATION WITHIN WALL I (E) 2X SILL PLATE (N) FLASHING( LAP BUILDING PAPER OVER FLASHING) (E) T.O. SUB. FLOOR ------------------------- (E) FIN. GRADE F �INISH GRADE . . . . . . . . Al — I M I I=— I E_ I I 2� - (E) FOUNDATION & FOOTING ROOF SHEATHING PER STRUCTURAL CEILING INSULATION � SPRAY FOAM INSULATION 1/2" GYPSUM BOARD (TYP.) RIGID INSULATION HEADER PER STRUCTURAL (N) 1/2" GYPSUM BOARD (TYP.) W/ PVA APPLIED BARRIER (E) SHEATHING OVER (E) 2X FRAMING (E) R30 FLOOR INSULATION (E) CRAWL SPACE (N) CLASS 1 VAPOR RETARDER MATERIAL PER CODE OVER (E) T.O. SOIL CRAWLSPACE VENTILATION REQUIREMENT: REFERENCE R408.1, R408.2 (AS AMENDED AND ADAPTED) THE UNDER -FLOOR SPACE BETWEEN THE BOTTOM OF FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY A BASEMENT) SHALL HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. A GROUND COVER OF SIX MIL (0.006 INCH THICK) BLACK POLYETHYLENE OR APPROVED EQUAL SHALL BE LAID OVER THE GROUND WITHIN CRAWL SPACE. THE GROUND COVER SHALL BE OVERLAPPED SIX INCHES MINIMUM AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATION WALL. EXCEPTION: THE GROUND COVER MAY BE OMITTED IN CRAWL SPACES IF THE CRAWL SPACE HAS A CONCRETE SLAB FLOOR WITH A MINIMUM THICKNESS OF TWO INCHES. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE NOT LESS THAN 1 SQUARE FOOT PER EACH 300 SQUARE FEET OF UNDER -FLOOR SPACE AREA. REQUIRED OPENINGS SHALL BE EVENLY PLACED TO PROVIDE CROSS VENTILATION OF THE SPACE EXCEPT ONE SIDE OF THE BUILDING SHALL BE PERMITTED TO HAVE NO VENTILATION OPENINGS. VENTILATION OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH WITH ANY OF THE FOLLOWING MATERIALS PROVIDED THAT THE LEAST DIMENSION OF THE COVERING SHALL NOT EXCEED Y4 INCH: 1) PERFORATED SHEET METAL PLATES NOT LESS THAN 0.070" THICK 2) EXPANDED SHEET METAL PLATES NOT LESS THAN 0.047" THICK 3) CAST-IRON GRILL OR GRATING 4) EXTRUDED LOAD -BEARING BRICK VENTS 5) HARDWARE CLOTH OF 0.035" WIRE OR HEAVIER 6) CORROSION -RESISTANT WIRE MESH, WITH THE LEAST DIMENSION BEING 1/8. THICK EXCEPTION: THE TOTAL AREA OF VENTILATION OPENINGS SHALL BE PERMITTED TO BE REDUCED TOX5oo OF THE UNDER -FLOOR AREA WHERE THE GROUND SURFACE IS COVERED WITH AN APPROVED CLASS I VAPOR RETARDER MATERIAL AND THE REQUIRED OPENINGS ARE PLACED TO PROVIDE CROSS VENTILATION OF THE SPACE. THE INSTALLATION OF OPERABLE LOUVERS SHALL NOT BE PROHIBITED. IF THE INSTALLED VENTILATION IS LESS THAN Y300, OR IF OPERABLE LOUVERS ARE INSTALLED, A RADON VENT SHALL BE INSTALLED TO ORIGINATE FROM A POINT BETWEEN THE GROUND COVER AND SOIL. THE RADON VENT SHALL BE INSTALLED IN ACCORD�� WITH THE REQUIREMENTS OF APPENDIX F (RADON) OF THIS CODE. /-.\, �8 OVER UNITA LIVINGMOM CRAWLSPACE VENTILATION CALCULATIONS: UNITA: v AREA WITH CRAWLSPACE = 1208 SF WITH CLASS 1 VAPOR RETARDER MATERIAL OVER GROUND SURFACE REQUIRED CRAWLSPACE VENTILATION AREA: 1208 SF X 1/300 = 4.03 THEREFORE, REQUIRED 5 OPENINGS OF I SF EACH PROPOSED NUMBER OF CRAWLSPACE VENTILATION OPENINGS: 5 CRAWLSPACE VENTS TOTAL: (2) EXISTING: (1) @ SOUTH WEST CORNER AND RELOCATE (1) EXISTING @ NORTH WEST CORNER (RELOCATE FROM NORTH END OF WEST ELEVATION TO WEST END OF NORTH ELEVATION); AND PROPOSED: (3) NEW VENTS: (1) EACH @ NORTH EAST CORNER (UNDER UNIT A ENTRY AREA), SOUTH (UNDER UNIT A BEDRM #1) AND SOUTH EAST (UNDER UNIT A CLOSET #1) OPENINGS SHALL BE COVERED WITH MATERIAL PER CODE REQUIREMENTS. PROVIDE CLASS I VAPOR RETARDER MATERIAL PER CODE FOR ANY AREA WITH CONCRETE SLAB THAT IS LESS THAN 2"THICK. EXTEND FIRE -RATED WALL TO UNDER -SIDE OF ROOF SHEATHING SEE SHT A-6.1 FOR FIRE -RATED WALL INFO\ (N) BEAM PER STRUCTURAL alm-Ellp�w i �is UNITA UNITS MNING BEHM-01M #2 UNIT B: \1 -V- --,/ \,- '/ - - —, AREA WITH CRAWLSPACE = 957 SF WITH CLASS I VAPOR RETARDER MATERIAL OVER GROUND SURFACE REQUIRED CRAWLSPACE VENTILATION AREA: 957 SF X 11300 = 3.19 THEREFORE, REQUIRED 4 OPENINGS OF 1 SF EACH PROPOSED NUMBER OF CRAWLSPACE VENTILATION OPENINGS: 4 CRAWLSPACE VENTS TOTAL (2) EXISTING: (1) EACH @ EAST SIDE (UNDER WINDOW #17) & @ SOUTH EAST CORNER OF BUILDING AND PROPOSED: (2) NEW VENTS, (1) EACH @ NORTH EAST CORNER OF UNIT B (UNDER BEDRM 92), SOUTH WEST CORNER OF UNIT B (UNDER BATH #1) OPENINGS SHALL BE COVERED WITH MATERIAL PER CODE REQUIREMENTS. PROVIDE CLASS I VAPOR RETARDER MATERIAL PER CODE FOR ANY AREA WITH CONCRETE SLAB THAT IS LESS THAN 2" THICK. CRAWLSPACE ACCESS ACCESS SHALL BE PROVIDED TO ALL UNDER -FLOOR SPACES. OPENINGS THROUGH THE FLOOR SIZE MINIMUM 18"X24", AND THROUGH WALL SIZE MINIMUM 16"X24". PROPOSED CRAWLSPACE ACCESS OPENING: UNITA: (E) CRAWLSPACE ACCESS TO REMAIN & UNCHANGED UNIT B: (N) CRAWL SPACE ACCESS TO BE LOCATED IN UNIT B LAUNDRY ROOM BEAM PER UNIT B LK FIN —GROOM T.O. (E) RIDGE (E) T.O. PLATE TYP. TYPICAL WALL SECTION SCALE: 3/4'= V-O" 9�zl'N"6wl' """ I (E BATT INSULATION; C NTRACTORTOVERIFY _J.2.LE)_§�1B. 0 OR _fL _ TYPICAL BUILDING ENVELOPE CONSTRUCTION MIN. R30 6N' (E) CRAWL SPACE \_(E) - _ T.O. (E) GRADE ROOF CONSTRUCTION (EXTERIOR TO INTERIOR) (E) FOOTING (E) FOUNDATION SLAB Z(E) T.O. GRADE CRAWL _(N) IF BEAM WHERE RCURS. @ SPACE EXTEND FIRE -RATED —(E) FOUNDATION (E) ROOFING TO REMAIN CONTRACTOR M WALL TO TOP OF (E) UNDERLAYMENT TO REMAIN VERIFY EXISTING CONDITION gNp CONC. CURB FOOTING, SEE STRCUTRUAL (E) ROOF SHEATHING E SHT A-6.1 FOR FIRE -RATED WALL INFO (E) 2X RAFTERS SECTION B-B (N) R38 CLOSED -CELL SPRAY FOAM INSULATION FOR VAULTED CEILING TCALE. _lW = V-V THROUGHOUT (N) RIDGE BEAM EXTEND FIRE.RATED WALL TO UNDER -SIDE (N) 1/2' GYPSUM BOARD TYP. PER STRUCTURAL OF ROOF SHEATHING E!�) ROOFINLG OVER 00 OV SEE SHT A-6.1 WALL CONSTRUCTION (EXTERIOR TO INTERIOR) : E UNOERLAYM NTOVER SHEATHING OVER FOR FIRE -RATED WALL INFO (N) SIDING PER OWNER SELECTION (E) CHIMNEY UNCHANGE 2X RAFTERS, MIN.51/2" T.O. (E) RIDGE - - - - - - - - - - - (N) TYVEC OR SIM. AIR AND WATER BARRIER (N) SPRAY FOAM INSULATION (E) WALL SHEATHING OVER (N) 1/2" GYPbiJ U CEILNG, TYP. (E) 2X4 STUD FURRED OUT TO PROVIDE 5)/j'STUD CAVITY DEPTH ALL WORK SUBJECT MINIMUM FOR (N) R21 BATT INSULATION TO FIELD Al (N) 117 GYPSUM WALL BOARD TYP. W/ (N) PVA APPLIED BARRIER INSPECTION FOR CODE COMPLIANCE I.HOUIR FIRE RATED WALL ASSEMBLY SEESHEETA-6.1 FOR INFORMATION& DETAILS (E) T.O. PLATE TYP. (N)SIDIN OVER N VE OR M VER ?�E�THEACTHINGSOKER FLOOR CONSTRUCTION (INTERIOR TO EXTERIOR) (E 2X4 WALL, (N) FINISH FLOOR PER OWNER FURRED OUT TO ACOMMODATE UNIT A UNITA UNIT A UNIT B UNIT B (E) FLOOR SHEATHING (N) R21 BATT INSULATION BEDROM #2 BEDROOM #1 SATR_#1 LAUNDRY ENTRY r (E) 2X FLOOR JOIST (E) MINIMUM R30 BATT INSULATION, CONTRACTOR TO VERIFY MIN. R30 E) SHEATHING VER (E) 2X FLOOR (INSULATION AT FLOOR ASSEMBLY WHERE FRAMED WALL I W1 RAMING W1 INTERSECTS FLOOR MUST BE MINIMUM R-VALUE WITH THE REQUIRED T SU %E) BATT INSULATION LI U (QT.O. SUB. FLOOR WALL INSULATION) nNTPAr.Tr)P TA VrRlrV IN. R30 (E) CRAWL SPACE CIR-AWL"SPACE rE) I (E) CRAWL SPi E FOUNDATION I I i I L no J (E) FOOTING E) T.O. CONIC. WALKWAY (E) STEM WALL AND FOOTING TO REMAIN, EXCEPT CHANGES PER STRUCTURAL (E) T.O. GRADE I 4 wil EXTEND FIRE -RATED (E) CONC. WALKWAY (E) FOO TING @ CRAWL SPACE (N) FOOTING& CURB - _�% WALL TO TOP OF FOR FIRE RATED WALL IN) CONC. CURB _(N) 48'X36- LANDING CRAWLSPACE (N) FOOTING SEE STRUCTURA ASSEMBLY SEE SHT A-6.1 W/STEP (E) BEAM WHERE OCCURS FOR FIRE -RATED WALL INFO (N) CLASS I VAPOR RETARDER MATERIAL PER CODE OVER T.O. SOIL CONTRACTORTO (E) FOOTING BEYOND VERIFY EXISTING CONDITION SECTION A -A SCALE: 1W = V-01 H2W DEVELOPMENT LLC vmkogmixom 008) 2WT48 ui 0 w m Lo rY LU g i�: 0 U) Lf C:) C:) Lu od UJI W N I.- w U) c� M c::) �__ co o CD Lu CD Lij C/) ry < otf < D_ 2: 0 cl BUILDING SECTIO & WALL SECT101 lo2j22/igl PERmrrAPPL /1\ 105/29/191 REVISION PER( A-4.1 Proscriptive Energy Code Compliance for All climate Zones In WAstilliffitorn [,D��grman =rpnas.iewicz & Rebecca West Remodel I RebsucdaWest.. , "Bril 7606 206th St SW (UNIT A) 1 Or 1 Highway'99 Suite 1 la, 2310 IRE 1Edm6hds;,VVA9$O26,, ' I E�erbtt, WA 98204 This project will use Me requirements of the Preacirlpfte Path below and Incorporate the the minimum Volume listed. In addition, based on the size of the Structure, the appropriate, number of additional throcift we checked as chosen by the permit applicant. Authorized Representative Date All Climals, Zones R-Value` U-Isector" Fenestration U-1dador' We 0.30 rue 0.50 rin 1118 calling, 0.028 Wood Frame Walls",1 21 Int 0.056 Maw Wall R-Value, 21/211" 0.058 Four 301 OWODO Below Grade Wall- 10115121(inI 0.042 iliai-R-Valus & Depth 10,21% rds 'Table R402.1.1 and Table R402.1.3 Footnotes included on Pane 2. the following minimum number at credits: 1. Small Dwelling Unit: 1.5 credits 21 Dwelling u rise lose then 1500 square feet In conditioned floor area with less Ithan 300 square feet of fenestration area. Add More to existing l that are greater then EDO square feet of heated floor area but Im than 1600 square fast E32. 14accurs Dwelling Unit: 3.5 credits All dwelling units that are not Included In #1 or 0. Eicamptlow Dwelling units soNIng R-2 ocoupenoles Shell require 2-5 credits. 03. Lato* Dwelling Unit: 4.6 credits Dwelling units ensecing; 6DDO square feet of oonditioned floor area. Q14. Addition* 1"8 it= 600 SAU21111 fail: .5 credits Table R406.2 Summary Ol an 1 11 1=1161roEnvoiloilate .21"1 1771 U � Peascriptive Schergy Code Compliance for All Climate Zones In Washington Infamairon I D:!An Koneeiewicz & Rebecca West Remodel 17606 206th Sir SWIUNITB) 1231 I Edmonds, WA 98026 This project Will See the requirarmants, of the Prescriptive Path below and Incorporate the the .1olmum values Ilffted, In addition, based on the sin of the structure, the appropriab number of additional credit. era checlsod an chosen by the Permit applicant Au%xhdsd Repreasertalive Data All Climate Zones R-Value U-FacW Fenestration 1.1-Factor' sita 0.30 Q 'LFS�ordr we 0.50, 'L N� . at ..N Pan Smoce, We rifs Cam -- 410 0020 Mass Wall R Value' 21121' 0,068 302 0.020 10MG/21 IrTt+ TS 2�0.41 189 rods Wall". In 181ab'R-Volue & Depth -Toba R4021.1 and Table R4021.3 Footnotee Itioluded on Page 2. Table R400.2 Summary Colton Description Credit($$ I It lEfficlentSullift rivall 0.5 1 In lEfficient Building Envelope to 1.0 13 341HIlo IEMolent Building Envelope to 2.0 0 10 ant Building analope lot DA 11 21, LasKege Qomnol and Ichiclent VeMill a 1.0 zo Eml Variation 2c 1-6 H 2 1' A E E 11 Effirl A I_ r Air 2. 30 HI 12=15 1.0 3b H, h Efficiency HVAC 3b 1.0 0 3 3 , a H; 1,10111 snoyHVAC3c 115 H, In Effloll HVAC 30 1.0 4 Hill High Efff ncy Distrib2tien System 140 Be so Efficient Water Hestin be 0.5 0.5 Sit Efloorst Water Hosting Lb, 1.0 .2.0 In 60 rXiciend WBIOE Haavng 1.5 1, . EffliderAWate Heallrobd 0. R DZ *120okwh �Tothll Credits 'Pidale refer to Table R406.2 �or complete option descriptions the following minimum number of credits. -1. flowfli Dwelling Unit: 1.3 cradite Dwelling units less than 1500 square feet In conditioned floor area with less then 300 square feet of ferreatrallon area. Additions to existing building that are greater then BOO square feel ofriested flocrarem but low than 1600 square fast. C12. Machine Dwelling Unit: &8 credits AN dwelling units that are not Included in #1 or 0. Exception: Dwelling units sawing R-2 ocouponoles ehal reci ulnes 2.5 credits. [33. Large Dwelling Unit: 4.6 credits Dwell ng units exceeding SDOG square feet of conditioned Door arm Wood Frame Wella'"' 21 let 0.068 SAFETY GLAZING: SAFETY GLAZING SHALL BE PROVIDED IN ALL LOCATIONS CONSIDERED Simple Heading System Size: Washington State HAZARDOUS AS PER IRC/SRC 2015 R308.4 a re-ft ofthe 2016 WmlhlmaMm S" Ensi fWSEC) and ACCA Manuals FOLLOWING LOCATIONS ARE CONSIDERED TO BE HAZARDOUS: green dep-olownsand boumi batsum, applicablein your pm;nt Am you roakoatladoons; othe drap-d-foreath sent 1) GLAZING IN SWINGING, SLIDING AND BI-FOLD DOORS valunWIlba taloilatenforyou. Hyou donotsamitha.alsollon ywreed Inih. drop-do,uri options, plans cillths WSU Enegy Eidwelon Progn" 2) GLAZING ADJACENT TO DOOR WHERE BOTTOM EXPOSED EDGE OF (360) 938-2042 fornslano.. GLAZING IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IS WITHIN 24" OF EITHER SIDE OF THE DOOR IN A 1�!le�U_ F so I CLOSED POSITION OR GLAZING ON A WALL PERPENDICULAR TO �� w THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" 176062MUStSW I'drd,WA9SD26 I le,nattWA91not OF THE HINGE SIDE OF AN IN -SWINGING DOOR. ""MMSysbmT�-, amossu*_ O-purs, 3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS" Dulats Tarribeirature W_... , - '.r_,_,._,, _4 3)1) EXPOSED AREA OF AN INDIVIDUAL PANE LARGER THAN 9 S.F. 1: Design T-Pushme, Olfterarx. Jarr) 46 ENERGYCODE 19 ' SLIDING G-Or' 9-91 PAIR WI NDOW SCHEDULE: UNIT A SIZE LABEL TYPE WIDTH HEIGHT FRAMEMATERIAL AREASF) LOCATION U VALUE COMMENTS 1 CASEMENT T_V1 IV -a, T.B.D. 10 0.30 OR BEFE-R SAFETY 2 CASEMENT 2'-G" 4'-U' T.B.D. 10 0.30 OR BETTER 3 FIXED V0 V0 T.B.D. 20 0.30 OR BETTER 4- CASEMENT 2i-Go V0 T.B.D. 10 0.30 OR BETTER 5- CASEMENT Z-O', V0 T.B.D. 10 0.30 OR BETTER E6 CASEMENT Z-6P_ N-V- T.9.0. 10 0.30ORBETTER SEENOTEA 7- CASEMENT 2!-V'- T-O'�, T.B.D. 10 0.30ORBETTER SEENOTEA CASEMENT 2'.V' 4--l' _R 0:::�� 0.30ORBETTER SEENOTEA 10 0.30ORBEITER SEENOTEA LA NI 2.6" T �a C �T ASEME T-6`1 V-U1 T.B.D. 10 0.30ORBEITER SEENOTEA T-Gi W-U! 1 T.B.D. 10 O.3OOR8ETrER SEENOTEA an Average Calling Halght Pl) 114,406 MEASURED HORIZONTALLY AND IN A STRAIGHT LINE oininct and On "&Mot X Arma se UA 4) ALL GLAZING IN GUARDS AND RAILINGS, REGARDLESS OF AREA OR 0400 F 14.7 41DO HEIGHT ABOVE A WALKING SURFACE slivIlght 111-Fact., X Area me UA 5) ALL GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR Ir-od.. 0.60 FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, Insulation BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING Ali. tuisactor X Am se UA ....edare E��J Notal"s. POOLS. ua 6) ALL GLAZING ADJACENT TO STAIRS AND RAMPS single Reffin, or John: Vaulthad Cell"al 11-Ficke, X A- UA Nsa.� 28.711 7) GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WITHIN 60- Above Gnida Walla osUP" W. ".clar X Am UA HORIZONTAL ARC FROM THE TREAD NOSING AND THE GLAZING IS I- ... La===- 0 M 60.02 LESS THAN 36"ABOVE THE LANDING No.. tWactor X Ares LIA EXCEPTION: THE FOLLOWING ARE EXEMPT FROM BEING CONSIDERED TO Nseeft. tia a 0.029 WAS BE AT HAZARDOUS LOCATIONS: Below Brad. Wall. 0 "later X Am UA 1) GLAZED OPENINGS IN ITEM #1. OF SIZE SMALLER THAN 3- X2 SWING 3i-U' G-r. SINGLE PRESCRIPTIVE PATH REQUIREMENTS FOR 20 SWING T-O" U-91 SINGLE GROUPROCCUPANCY CLIMATEZONE: MARINE4 21 SWING T-U 64' 1 SINGLE DOOR NOTES ff) ULMLING IN I I EIVI lf2 WHERE ACCESS THROUGH THE DOOR IS A L ... tkoefo..h. CLOSET OR STORAGE AREA TOR LESS IN DEPTH 1-M... Duel Lawitages Comelsk 5) GLAZING IN ITEM 92, ADJACENT TO THE FIXED PANEL OF PATIO REFERENCE IRC 2015 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS nq 2,00 DOORS Sums of UA la&eiR 6) WHERE A HORIZONTAL RAIL IS INSTALLED ON TH E ACC ESS IBLE 1) AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN EACH Envelops Heat Lead 1,2S6 BWIH.1 SIDE(S) OF THE GLAZING IN ITEMO OR #6,34- TO 38" A13OVE THE SLEEPING ROOM Air Leakage Next Lead 7.202 8.]H.ur WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF 2) MINIMUM NET CLEAR OPENING: 5.7 SQUARE FEET WITHSTANDING A HORIZONTAL LOAD OF 509 PER LINEAR FOOT EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENING SHALL HAVE MINIMUM NET SuildI.VOulghtfliatLoad 14,40B Btu/ Hour WITHOUT CONTACTING THE GLASS AND HAVE A CLEAR OPENING OF 5 SQUARE FEET Building and Dust tied Lead 14.408 SWIM— 3) MINIMUM NET CLEAR OPENING HEIGHT: 24 INCHES CROSS -SECTIONAL HEIGHT OF NOT LESS THAN li/27. 7) OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER 4) MINIMUM NET CLEAR OPENING WIDTH: 20 INCHES naudonum PAW 9quIpassudOutind 2D.297 B1.1Hn, ousem- --so.- MULTIPLE GLAZED PANELS IN ITEM #3, WHERE THE BOTTOM 5) MAXIMUM SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR EDGE OF THE GLASS IS 25' OR MORE ABOVE GRADE, A ROOF, 6) THE EMERGENCY ESCAPE AND RESCUE OPENINGS $HIALL BE OPERATIONAL WALKING SURFACES OR OTHER HORIZONTAL [WITHIN 45 FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL DEGREES OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS KNOWLEDGE. EXTERIOR 8) GLAZING IN IrEM #5 THAT IS MORE THAN 60", MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM 9) GLAZING IN 11EM #6, 36" OR MORE MEASURED HORIZONTALLY simple Heating Systamr!_ . allington, State FROM THE WALKING SURFACE. .�t_ja is a 10) GLAZING IN 11EM #7, IS PROTECTED BY GUARD COMPLY WITH J,rdS.ThIscAlnIMorw111dmft:uTM WIV, AQQA SECTION R312 AND THE PLANE OF THE GLAZING IS MORE THAN Plane IN out all *1 the lualun dMP-downs and boxes that are applicable to Your Point AS YOU Make Solelstlons in the dhop-downs for 4 18"FROMTHEGUARD vahasi bacell fib,you. "you do hot - the selection you reasi the drdin-d-infl.h., 91 .... Wiltth.VVSUErugyEs1 �060) 956,2042 for atuilmosint.. "ellhounni carleethobeni 10amfanKon..I,wl,�&R�b.-W�R.��l�[UNRE -W 12 l0HljbZ,'9iS.UeE0 Omelets Temperature Didl Temperature Differinas (&T) 46 Condit ad Fide, Area lc Wsbuts'... Ctrullll ... it Floor A- i.q 9) Average Celling 11.1ght ClldNoued V.I.- -rsmouou.. A-g. o.W.9 Height (ft) 13,416 U-Fe.tor X Arms as ILIA ,eWes F 7-7 89.00 Skullishts "motor X Arms - UA 1-offors 0.50 Auto LLFA.tor X An. me UA -od'" 140 Osman UWliz.bor X Are. UA .-W.. 1_ 27.81 Above areas Walla 0,� 4) "motor X Are. UA 1-di'm 1 0.056 67.68 pkid. ULF.O., X Arm. LIA oo29 F-17030 J 29.97 B111- Gred. Well. mU.-fl 0*401m, X A.. UA W-od.. ( ----- I .-. ==� No-ust". Slab sale. surd. pss,,"n F-facto, X UA stab On Smile 1-masen F-Factor X LIA dl ... [4 Location of Ducts DualliAskeD.Co. .1.19 Sumn of UA 144.26 Invoices Heat Lod I.M SwIH., 0 Air Leakage that Load SAM IN M., __-4. Building Design Meet Lead 13,761 SWIM., SuIldingencV.dHInlLowl 13.761 SWIM— Maximum Hut Equipment Output 19.285 B.)H.ur INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT VERTICALFENESTRATON AREA FROM EXTERIOR DOORS REFERENCE IRC 2015 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS 1) WHEN A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL BE PERMITTED TO BE A SIDE -HINGED DOOR OR A SLIDER 2) THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES DOOR SCHEDULE: UNIT B SIZE LABEL TYPE WIDT�_ F HEIGHT 11 SINGUE/PAIR FRAME MATERIAL AREA (SF) LOCATION U VALUE COMMENTS 11 SWING 3�0' 6-8.1 SINGLE T.B.D. INTERIOR 12 SWING V-611 6-81, SINGLE T.B.D. 13, SWING T41 V-91 SINGLE T.B.D. INTERIOR 14 - SLIDING V-U' 6-91 PAIR T.B.D. _TNTERIOR 15 SWING 2'-G' 6!-&' SINGLE T.B.D. INTERIOR 16 SLIDING G-O" 6'-V' PAI T.B.D. INTERIOR 17 SWING - 2'-6!' 6`41 SINGLE T.B.D. INTERIOR 18 SWING 2�13!' 6-8" SINGLE T.B.D. INTERIOR T.B.D. INTERIOR T.B.D. 20 EXTERIOR 0.30ORBETTER ENTRYDOOR T.B.D. STORAGE STORAGE DOOR T STORAGE STORAGE DOOR �20 SF 3)2) BOTTOM EDGE OF THE GLAZING IS LESS THAN 18- ABOVE Area p1guill FLOOR VERTITICAL FENESTRATION AREA FROM EX , TERIOR D I DORIS 2 - OS Contiftloned Fl.,Ahn 3)3) TOP EDGE OF GLAZING IS MORE THAN 3TABOVE FLOOR §.W. C�istlonaj Floor Aram (iq it) Awari Carl., Holght Cam it V 1 3)4) ONE OR MORE WALKING SURFACES ARE WITHIN 36", DIAMETER Slab mulov, Oned. F-Paolor X C:!n UA 2) DECORATIVE GLAZING IN ITEM #1, #2 OR #3 VERTICAL FEN ESTRATION AREA FROM WINDOWS 120. p�, " L�., 3) THERE IS AN INTERVENING WALL OR OTHER PERMANENT WINDOW NOTES: F-Fachar X r_L.V UA BARRIER BETWEEN THE DOOR AND THE GLAZING IN ITEM #2 NOTE A - SHALL BE DESIGNATED AS EMERGENCY ESCAPE AND RESCUE OPENING. SEE BELOW. U_dk. FOR UNITA III UNITE1. ENERGY CREDITS: 5A, 5B PER WSEC TABLE 406.2 VERTICAL FENESTRATION (WINDOWS & DOORS) GLAZING @ U-VALUE 0.30 OR BETTER NEW EXTERICR DOORS 0.30 OR BETTER FOR GLAZING VAULTED CEILING R38 ABOVE GMDE WALLS R-21 OR BETTER FLOOR JOISTS R30 OR BETTER ENERGY NOTES ALL SHOWERHEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE PROPOSED BUILDING SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. A MINIMUM Of 75 PERCENTOF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS IN ACCORDANCE WITH R404. LAMPS INSTALLED IN VAULTED CEILING SHALL BE IC RATED. EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE (1) PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE IN ACCORDANCE WITH R403.1 HOT WATER SYSTEM FOR UNIT A AND UNIT B: NORTIZ N-0751M-DVC GAS WATER HEATER WITH A EFOFO.82 HEATING SYSTEM: PRIMARY HEATING FOR THE UNIT A IS: GAS FIREPLACE INSERT, ENVIRO GAS INSERT, MODEL# T.B.D. IN WALL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. IN -FLOOR HEATING, MANUFACTURER & MODEL # T.B.D. DOOR SCHEDULE: UNIT A SIZE LABEL TYPE WIDTH HEIGHT SINGUE/PAIR FRAMEMATERIAL AREAISF) LOCATION U VALUE COMMENTS 2' 2, BEL I S ING 2'-N' 6�8" SINGLE T.B.D. NTERIOR �NTERIOR 2 SWING 2�6" SINGLE T.B.D. S ING 2'-N' 614. SINGLE T.B.D. INTERIOR 4 SWING Z-13" V-11" SINGLE T.B.D. INTERIOR 5 SWING T-1r, G.". SINGLE T.B.D. INTERIOR E.6i WSWING Z, _8" V-8" SINGLE T.B.D. INTERIOR 7 ING Z-6 " 1 f.� __�-8 SINGLE MELD, INTERIOR .:: 6_. IEF115. PAIR T.B.D. INTERIOR SLID NG 2�6" 6.4. SINGLE TIS.D. INTERIOR 1BAR DOOR SLING Z-G' V-9- SINGLE T.B.D. INTERIOR RN OOR_ SWING Y-W W.8.1 SINGLE I To. 20 EXTERIOR 0.30 OR BETTER I ENTRY DOOR WINDOW SCHEDULE: UNIT B Si LABEL TYPE WIDTH T "HEIGHT FRAMEMATERIAL AREA(SF) LOCATION UVALUE COMMENTS 12 CASEMENT 2!-W - V41 T.B.D. 10 0.30 OR BEITER SEENOTEA 13 CASEMENT 2'-G', W-01" T.B.D. 10 0.30 OR BETTER SEE NOTE A 14 CASEMENT 2�G' - c-Y' T.B.D. 10 0.30OR BETTER SAFETY 15 CASEMENT 2i-G, , N-Y, T.B.D. 10 0.30 OR BETTER 16, CASEMENT 2'-V' IV-Y' T.B.D. 10 0.30 OR BETTER I FIXED VAY, T.B.D. 20 0.30 OR BETTER 18 CASEMENT 2'4' W-Y" T.B.D. 10 0.30 OR BETTER 19 CASEMENT 2�6'- 4'41 T.B.D. 10 0.30 OR BETTER SEENOTEA 20' CASEMENT 21-G' W-Of` T.B.D. 10 0.3 21� CASEME T 2'-G' 4!4', T.B.D. 10 .230 OR BETTER ISEENOTEA I! ALL WORK V06CAL FENESTRATION AREA FROM WINDOWS= 110 SF TO FIELD NSPE ECTION F� CODE COMPLIAP mWRTRFA'nwFOR THE UNIT`1�1& _1_._.1__._.._.___.!_ ------ ----- _111 gERO�QLEARANCIE DIRECT VENT GAS FIREPLACE, MANUFACTURER & MODEL ft T.B.D. ih*�LL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. 5N4!1ObR HEATING, MANUFACTURER & MODEL # T.B.D. sit BMOENT WAM HEATWO 53: as AD th-adamidaWl Idlohnovink finUst, isetallssli Is lb. housi be mWt 1.75 GPM or I... All other I-vfty it=* " be ostedau 1.0 GPM or InO T shmuspulfirlInciption. h � sirkhamols.mad-th-l-vuhnsiflecove, or woUhl supply DUVV to all the units tbroullb "estral water loop Insulated withR-111 rol'im, pipsineell H2W 1 Ill DEVELOPMENT LLC h2irdwilmal (W8) 22UT48 U) LU C) UJ M L0 ry LUS 3: .0 QC> 0 c1f 25 U) C�l LL CD F_ C:> - CI6 C:� UJ OC) C:) 6 Lu c) W C)(.0 cf) C) U) 0 0 0 Ul C\I 2 (�D (z> LU W (D U-1 ry< I,-- < :z 0 !�e 0 RESUB MAR 0 7 2019 BUILDING DEPARTMEW crryorE')mO','Ds DOOR & WINDOW SCHEDULE & ENERGY CODE PROJECT MANAGER R% DRAWN BY CH __� 102=191 PERMITAPPUCATION A-5.1 / -Pleass refer to Table R406.2 for complete option descriptions U � Peascriptive Schergy Code Compliance for All Climate Zones In Washington Infamairon I D:!An Koneeiewicz & Rebecca West Remodel 17606 206th Sir SWIUNITB) 1231 I Edmonds, WA 98026 This project Will See the requirarmants, of the Prescriptive Path below and Incorporate the the .1olmum values Ilffted, In addition, based on the sin of the structure, the appropriab number of additional credit. era checlsod an chosen by the Permit applicant Au%xhdsd Repreasertalive Data All Climate Zones R-Value U-FacW Fenestration 1.1-Factor' sita 0.30 Q 'LFS�ordr we 0.50, 'L N� . at ..N Pan Smoce, We rifs Cam -- 410 0020 Mass Wall R Value' 21121' 0,068 302 0.020 10MG/21 IrTt+ TS 2�0.41 189 rods Wall". In 181ab'R-Volue & Depth -Toba R4021.1 and Table R4021.3 Footnotee Itioluded on Page 2. Table R400.2 Summary Colton Description Credit($$ I It lEfficlentSullift rivall 0.5 1 In lEfficient Building Envelope to 1.0 13 341HIlo IEMolent Building Envelope to 2.0 0 10 ant Building analope lot DA 11 21, LasKege Qomnol and Ichiclent VeMill a 1.0 zo Eml Variation 2c 1-6 H 2 1' A E E 11 Effirl A I_ r Air 2. 30 HI 12=15 1.0 3b H, h Efficiency HVAC 3b 1.0 0 3 3 , a H; 1,10111 snoyHVAC3c 115 H, In Effloll HVAC 30 1.0 4 Hill High Efff ncy Distrib2tien System 140 Be so Efficient Water Hestin be 0.5 0.5 Sit Efloorst Water Hosting Lb, 1.0 .2.0 In 60 rXiciend WBIOE Haavng 1.5 1, . EffliderAWate Heallrobd 0. R DZ *120okwh �Tothll Credits 'Pidale refer to Table R406.2 �or complete option descriptions the following minimum number of credits. -1. flowfli Dwelling Unit: 1.3 cradite Dwelling units less than 1500 square feet In conditioned floor area with less then 300 square feet of ferreatrallon area. Additions to existing building that are greater then BOO square feel ofriested flocrarem but low than 1600 square fast. C12. Machine Dwelling Unit: &8 credits AN dwelling units that are not Included in #1 or 0. Exception: Dwelling units sawing R-2 ocouponoles ehal reci ulnes 2.5 credits. [33. Large Dwelling Unit: 4.6 credits Dwell ng units exceeding SDOG square feet of conditioned Door arm Wood Frame Wella'"' 21 let 0.068 SAFETY GLAZING: SAFETY GLAZING SHALL BE PROVIDED IN ALL LOCATIONS CONSIDERED Simple Heading System Size: Washington State HAZARDOUS AS PER IRC/SRC 2015 R308.4 a re-ft ofthe 2016 WmlhlmaMm S" Ensi fWSEC) and ACCA Manuals FOLLOWING LOCATIONS ARE CONSIDERED TO BE HAZARDOUS: green dep-olownsand boumi batsum, applicablein your pm;nt Am you roakoatladoons; othe drap-d-foreath sent 1) GLAZING IN SWINGING, SLIDING AND BI-FOLD DOORS valunWIlba taloilatenforyou. Hyou donotsamitha.alsollon ywreed Inih. drop-do,uri options, plans cillths WSU Enegy Eidwelon Progn" 2) GLAZING ADJACENT TO DOOR WHERE BOTTOM EXPOSED EDGE OF (360) 938-2042 fornslano.. GLAZING IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IS WITHIN 24" OF EITHER SIDE OF THE DOOR IN A 1�!le�U_ F so I CLOSED POSITION OR GLAZING ON A WALL PERPENDICULAR TO �� w THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" 176062MUStSW I'drd,WA9SD26 I le,nattWA91not OF THE HINGE SIDE OF AN IN -SWINGING DOOR. ""MMSysbmT�-, amossu*_ O-purs, 3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS" Dulats Tarribeirature W_... , - '.r_,_,._,, _4 3)1) EXPOSED AREA OF AN INDIVIDUAL PANE LARGER THAN 9 S.F. 1: Design T-Pushme, Olfterarx. Jarr) 46 ENERGYCODE 19 ' SLIDING G-Or' 9-91 PAIR WI NDOW SCHEDULE: UNIT A SIZE LABEL TYPE WIDTH HEIGHT FRAMEMATERIAL AREASF) LOCATION U VALUE COMMENTS 1 CASEMENT T_V1 IV -a, T.B.D. 10 0.30 OR BEFE-R SAFETY 2 CASEMENT 2'-G" 4'-U' T.B.D. 10 0.30 OR BETTER 3 FIXED V0 V0 T.B.D. 20 0.30 OR BETTER 4- CASEMENT 2i-Go V0 T.B.D. 10 0.30 OR BETTER 5- CASEMENT Z-O', V0 T.B.D. 10 0.30 OR BETTER E6 CASEMENT Z-6P_ N-V- T.9.0. 10 0.30ORBETTER SEENOTEA 7- CASEMENT 2!-V'- T-O'�, T.B.D. 10 0.30ORBETTER SEENOTEA CASEMENT 2'.V' 4--l' _R 0:::�� 0.30ORBETTER SEENOTEA 10 0.30ORBEITER SEENOTEA LA NI 2.6" T �a C �T ASEME T-6`1 V-U1 T.B.D. 10 0.30ORBEITER SEENOTEA T-Gi W-U! 1 T.B.D. 10 O.3OOR8ETrER SEENOTEA an Average Calling Halght Pl) 114,406 MEASURED HORIZONTALLY AND IN A STRAIGHT LINE oininct and On "&Mot X Arma se UA 4) ALL GLAZING IN GUARDS AND RAILINGS, REGARDLESS OF AREA OR 0400 F 14.7 41DO HEIGHT ABOVE A WALKING SURFACE slivIlght 111-Fact., X Area me UA 5) ALL GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR Ir-od.. 0.60 FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, Insulation BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING Ali. tuisactor X Am se UA ....edare E��J Notal"s. POOLS. ua 6) ALL GLAZING ADJACENT TO STAIRS AND RAMPS single Reffin, or John: Vaulthad Cell"al 11-Ficke, X A- UA Nsa.� 28.711 7) GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WITHIN 60- Above Gnida Walla osUP" W. ".clar X Am UA HORIZONTAL ARC FROM THE TREAD NOSING AND THE GLAZING IS I- ... La===- 0 M 60.02 LESS THAN 36"ABOVE THE LANDING No.. tWactor X Ares LIA EXCEPTION: THE FOLLOWING ARE EXEMPT FROM BEING CONSIDERED TO Nseeft. tia a 0.029 WAS BE AT HAZARDOUS LOCATIONS: Below Brad. Wall. 0 "later X Am UA 1) GLAZED OPENINGS IN ITEM #1. OF SIZE SMALLER THAN 3- X2 SWING 3i-U' G-r. SINGLE PRESCRIPTIVE PATH REQUIREMENTS FOR 20 SWING T-O" U-91 SINGLE GROUPROCCUPANCY CLIMATEZONE: MARINE4 21 SWING T-U 64' 1 SINGLE DOOR NOTES ff) ULMLING IN I I EIVI lf2 WHERE ACCESS THROUGH THE DOOR IS A L ... tkoefo..h. CLOSET OR STORAGE AREA TOR LESS IN DEPTH 1-M... Duel Lawitages Comelsk 5) GLAZING IN ITEM 92, ADJACENT TO THE FIXED PANEL OF PATIO REFERENCE IRC 2015 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS nq 2,00 DOORS Sums of UA la&eiR 6) WHERE A HORIZONTAL RAIL IS INSTALLED ON TH E ACC ESS IBLE 1) AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN EACH Envelops Heat Lead 1,2S6 BWIH.1 SIDE(S) OF THE GLAZING IN ITEMO OR #6,34- TO 38" A13OVE THE SLEEPING ROOM Air Leakage Next Lead 7.202 8.]H.ur WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF 2) MINIMUM NET CLEAR OPENING: 5.7 SQUARE FEET WITHSTANDING A HORIZONTAL LOAD OF 509 PER LINEAR FOOT EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENING SHALL HAVE MINIMUM NET SuildI.VOulghtfliatLoad 14,40B Btu/ Hour WITHOUT CONTACTING THE GLASS AND HAVE A CLEAR OPENING OF 5 SQUARE FEET Building and Dust tied Lead 14.408 SWIM— 3) MINIMUM NET CLEAR OPENING HEIGHT: 24 INCHES CROSS -SECTIONAL HEIGHT OF NOT LESS THAN li/27. 7) OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER 4) MINIMUM NET CLEAR OPENING WIDTH: 20 INCHES naudonum PAW 9quIpassudOutind 2D.297 B1.1Hn, ousem- --so.- MULTIPLE GLAZED PANELS IN ITEM #3, WHERE THE BOTTOM 5) MAXIMUM SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR EDGE OF THE GLASS IS 25' OR MORE ABOVE GRADE, A ROOF, 6) THE EMERGENCY ESCAPE AND RESCUE OPENINGS $HIALL BE OPERATIONAL WALKING SURFACES OR OTHER HORIZONTAL [WITHIN 45 FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL DEGREES OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS KNOWLEDGE. EXTERIOR 8) GLAZING IN IrEM #5 THAT IS MORE THAN 60", MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM 9) GLAZING IN 11EM #6, 36" OR MORE MEASURED HORIZONTALLY simple Heating Systamr!_ . allington, State FROM THE WALKING SURFACE. .�t_ja is a 10) GLAZING IN 11EM #7, IS PROTECTED BY GUARD COMPLY WITH J,rdS.ThIscAlnIMorw111dmft:uTM WIV, AQQA SECTION R312 AND THE PLANE OF THE GLAZING IS MORE THAN Plane IN out all *1 the lualun dMP-downs and boxes that are applicable to Your Point AS YOU Make Solelstlons in the dhop-downs for 4 18"FROMTHEGUARD vahasi bacell fib,you. "you do hot - the selection you reasi the drdin-d-infl.h., 91 .... Wiltth.VVSUErugyEs1 �060) 956,2042 for atuilmosint.. "ellhounni carleethobeni 10amfanKon..I,wl,�&R�b.-W�R.��l�[UNRE -W 12 l0HljbZ,'9iS.UeE0 Omelets Temperature Didl Temperature Differinas (&T) 46 Condit ad Fide, Area lc Wsbuts'... Ctrullll ... it Floor A- i.q 9) Average Celling 11.1ght ClldNoued V.I.- -rsmouou.. A-g. o.W.9 Height (ft) 13,416 U-Fe.tor X Arms as ILIA ,eWes F 7-7 89.00 Skullishts "motor X Arms - UA 1-offors 0.50 Auto LLFA.tor X An. me UA -od'" 140 Osman UWliz.bor X Are. UA .-W.. 1_ 27.81 Above areas Walla 0,� 4) "motor X Are. UA 1-di'm 1 0.056 67.68 pkid. ULF.O., X Arm. LIA oo29 F-17030 J 29.97 B111- Gred. Well. mU.-fl 0*401m, X A.. UA W-od.. ( ----- I .-. ==� No-ust". Slab sale. surd. pss,,"n F-facto, X UA stab On Smile 1-masen F-Factor X LIA dl ... [4 Location of Ducts DualliAskeD.Co. .1.19 Sumn of UA 144.26 Invoices Heat Lod I.M SwIH., 0 Air Leakage that Load SAM IN M., __-4. Building Design Meet Lead 13,761 SWIM., SuIldingencV.dHInlLowl 13.761 SWIM— Maximum Hut Equipment Output 19.285 B.)H.ur INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT VERTICALFENESTRATON AREA FROM EXTERIOR DOORS REFERENCE IRC 2015 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS 1) WHEN A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL BE PERMITTED TO BE A SIDE -HINGED DOOR OR A SLIDER 2) THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES DOOR SCHEDULE: UNIT B SIZE LABEL TYPE WIDT�_ F HEIGHT 11 SINGUE/PAIR FRAME MATERIAL AREA (SF) LOCATION U VALUE COMMENTS 11 SWING 3�0' 6-8.1 SINGLE T.B.D. INTERIOR 12 SWING V-611 6-81, SINGLE T.B.D. 13, SWING T41 V-91 SINGLE T.B.D. INTERIOR 14 - SLIDING V-U' 6-91 PAIR T.B.D. _TNTERIOR 15 SWING 2'-G' 6!-&' SINGLE T.B.D. INTERIOR 16 SLIDING G-O" 6'-V' PAI T.B.D. INTERIOR 17 SWING - 2'-6!' 6`41 SINGLE T.B.D. INTERIOR 18 SWING 2�13!' 6-8" SINGLE T.B.D. INTERIOR T.B.D. INTERIOR T.B.D. 20 EXTERIOR 0.30ORBETTER ENTRYDOOR T.B.D. STORAGE STORAGE DOOR T STORAGE STORAGE DOOR �20 SF 3)2) BOTTOM EDGE OF THE GLAZING IS LESS THAN 18- ABOVE Area p1guill FLOOR VERTITICAL FENESTRATION AREA FROM EX , TERIOR D I DORIS 2 - OS Contiftloned Fl.,Ahn 3)3) TOP EDGE OF GLAZING IS MORE THAN 3TABOVE FLOOR §.W. C�istlonaj Floor Aram (iq it) Awari Carl., Holght Cam it V 1 3)4) ONE OR MORE WALKING SURFACES ARE WITHIN 36", DIAMETER Slab mulov, Oned. F-Paolor X C:!n UA 2) DECORATIVE GLAZING IN ITEM #1, #2 OR #3 VERTICAL FEN ESTRATION AREA FROM WINDOWS 120. p�, " L�., 3) THERE IS AN INTERVENING WALL OR OTHER PERMANENT WINDOW NOTES: F-Fachar X r_L.V UA BARRIER BETWEEN THE DOOR AND THE GLAZING IN ITEM #2 NOTE A - SHALL BE DESIGNATED AS EMERGENCY ESCAPE AND RESCUE OPENING. SEE BELOW. U_dk. FOR UNITA III UNITE1. ENERGY CREDITS: 5A, 5B PER WSEC TABLE 406.2 VERTICAL FENESTRATION (WINDOWS & DOORS) GLAZING @ U-VALUE 0.30 OR BETTER NEW EXTERICR DOORS 0.30 OR BETTER FOR GLAZING VAULTED CEILING R38 ABOVE GMDE WALLS R-21 OR BETTER FLOOR JOISTS R30 OR BETTER ENERGY NOTES ALL SHOWERHEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE PROPOSED BUILDING SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. A MINIMUM Of 75 PERCENTOF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS IN ACCORDANCE WITH R404. LAMPS INSTALLED IN VAULTED CEILING SHALL BE IC RATED. EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE (1) PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE IN ACCORDANCE WITH R403.1 HOT WATER SYSTEM FOR UNIT A AND UNIT B: NORTIZ N-0751M-DVC GAS WATER HEATER WITH A EFOFO.82 HEATING SYSTEM: PRIMARY HEATING FOR THE UNIT A IS: GAS FIREPLACE INSERT, ENVIRO GAS INSERT, MODEL# T.B.D. IN WALL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. IN -FLOOR HEATING, MANUFACTURER & MODEL # T.B.D. DOOR SCHEDULE: UNIT A SIZE LABEL TYPE WIDTH HEIGHT SINGUE/PAIR FRAMEMATERIAL AREAISF) LOCATION U VALUE COMMENTS 2' 2, BEL I S ING 2'-N' 6�8" SINGLE T.B.D. NTERIOR �NTERIOR 2 SWING 2�6" SINGLE T.B.D. S ING 2'-N' 614. SINGLE T.B.D. INTERIOR 4 SWING Z-13" V-11" SINGLE T.B.D. INTERIOR 5 SWING T-1r, G.". SINGLE T.B.D. INTERIOR E.6i WSWING Z, _8" V-8" SINGLE T.B.D. INTERIOR 7 ING Z-6 " 1 f.� __�-8 SINGLE MELD, INTERIOR .:: 6_. IEF115. PAIR T.B.D. INTERIOR SLID NG 2�6" 6.4. SINGLE TIS.D. INTERIOR 1BAR DOOR SLING Z-G' V-9- SINGLE T.B.D. INTERIOR RN OOR_ SWING Y-W W.8.1 SINGLE I To. 20 EXTERIOR 0.30 OR BETTER I ENTRY DOOR WINDOW SCHEDULE: UNIT B Si LABEL TYPE WIDTH T "HEIGHT FRAMEMATERIAL AREA(SF) LOCATION UVALUE COMMENTS 12 CASEMENT 2!-W - V41 T.B.D. 10 0.30 OR BEITER SEENOTEA 13 CASEMENT 2'-G', W-01" T.B.D. 10 0.30 OR BETTER SEE NOTE A 14 CASEMENT 2�G' - c-Y' T.B.D. 10 0.30OR BETTER SAFETY 15 CASEMENT 2i-G, , N-Y, T.B.D. 10 0.30 OR BETTER 16, CASEMENT 2'-V' IV-Y' T.B.D. 10 0.30 OR BETTER I FIXED VAY, T.B.D. 20 0.30 OR BETTER 18 CASEMENT 2'4' W-Y" T.B.D. 10 0.30 OR BETTER 19 CASEMENT 2�6'- 4'41 T.B.D. 10 0.30 OR BETTER SEENOTEA 20' CASEMENT 21-G' W-Of` T.B.D. 10 0.3 21� CASEME T 2'-G' 4!4', T.B.D. 10 .230 OR BETTER ISEENOTEA I! ALL WORK V06CAL FENESTRATION AREA FROM WINDOWS= 110 SF TO FIELD NSPE ECTION F� CODE COMPLIAP mWRTRFA'nwFOR THE UNIT`1�1& _1_._.1__._.._.___.!_ ------ ----- _111 gERO�QLEARANCIE DIRECT VENT GAS FIREPLACE, MANUFACTURER & MODEL ft T.B.D. ih*�LL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. 5N4!1ObR HEATING, MANUFACTURER & MODEL # T.B.D. sit BMOENT WAM HEATWO 53: as AD th-adamidaWl Idlohnovink finUst, isetallssli Is lb. housi be mWt 1.75 GPM or I... All other I-vfty it=* " be ostedau 1.0 GPM or InO T shmuspulfirlInciption. h � sirkhamols.mad-th-l-vuhnsiflecove, or woUhl supply DUVV to all the units tbroullb "estral water loop Insulated withR-111 rol'im, pipsineell H2W 1 Ill DEVELOPMENT LLC h2irdwilmal (W8) 22UT48 U) LU C) UJ M L0 ry LUS 3: .0 QC> 0 c1f 25 U) C�l LL CD F_ C:> - CI6 C:� UJ OC) C:) 6 Lu c) W C)(.0 cf) C) U) 0 0 0 Ul C\I 2 (�D (z> LU W (D U-1 ry< I,-- < :z 0 !�e 0 RESUB MAR 0 7 2019 BUILDING DEPARTMEW crryorE')mO','Ds DOOR & WINDOW SCHEDULE & ENERGY CODE PROJECT MANAGER R% DRAWN BY CH __� 102=191 PERMITAPPUCATION A-5.1 / -Pleass refer to Table R406.2 for complete option descriptions Table R400.2 Summary Colton Description Credit($$ I It lEfficlentSullift rivall 0.5 1 In lEfficient Building Envelope to 1.0 13 341HIlo IEMolent Building Envelope to 2.0 0 10 ant Building analope lot DA 11 21, LasKege Qomnol and Ichiclent VeMill a 1.0 zo Eml Variation 2c 1-6 H 2 1' A E E 11 Effirl A I_ r Air 2. 30 HI 12=15 1.0 3b H, h Efficiency HVAC 3b 1.0 0 3 3 , a H; 1,10111 snoyHVAC3c 115 H, In Effloll HVAC 30 1.0 4 Hill High Efff ncy Distrib2tien System 140 Be so Efficient Water Hestin be 0.5 0.5 Sit Efloorst Water Hosting Lb, 1.0 .2.0 In 60 rXiciend WBIOE Haavng 1.5 1, . EffliderAWate Heallrobd 0. R DZ *120okwh �Tothll Credits 'Pidale refer to Table R406.2 �or complete option descriptions the following minimum number of credits. -1. flowfli Dwelling Unit: 1.3 cradite Dwelling units less than 1500 square feet In conditioned floor area with less then 300 square feet of ferreatrallon area. Additions to existing building that are greater then BOO square feel ofriested flocrarem but low than 1600 square fast. C12. Machine Dwelling Unit: &8 credits AN dwelling units that are not Included in #1 or 0. Exception: Dwelling units sawing R-2 ocouponoles ehal reci ulnes 2.5 credits. [33. Large Dwelling Unit: 4.6 credits Dwell ng units exceeding SDOG square feet of conditioned Door arm Wood Frame Wella'"' 21 let 0.068 SAFETY GLAZING: SAFETY GLAZING SHALL BE PROVIDED IN ALL LOCATIONS CONSIDERED Simple Heading System Size: Washington State HAZARDOUS AS PER IRC/SRC 2015 R308.4 a re-ft ofthe 2016 WmlhlmaMm S" Ensi fWSEC) and ACCA Manuals FOLLOWING LOCATIONS ARE CONSIDERED TO BE HAZARDOUS: green dep-olownsand boumi batsum, applicablein your pm;nt Am you roakoatladoons; othe drap-d-foreath sent 1) GLAZING IN SWINGING, SLIDING AND BI-FOLD DOORS valunWIlba taloilatenforyou. Hyou donotsamitha.alsollon ywreed Inih. drop-do,uri options, plans cillths WSU Enegy Eidwelon Progn" 2) GLAZING ADJACENT TO DOOR WHERE BOTTOM EXPOSED EDGE OF (360) 938-2042 fornslano.. GLAZING IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IS WITHIN 24" OF EITHER SIDE OF THE DOOR IN A 1�!le�U_ F so I CLOSED POSITION OR GLAZING ON A WALL PERPENDICULAR TO �� w THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" 176062MUStSW I'drd,WA9SD26 I le,nattWA91not OF THE HINGE SIDE OF AN IN -SWINGING DOOR. ""MMSysbmT�-, amossu*_ O-purs, 3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS" Dulats Tarribeirature W_... , - '.r_,_,._,, _4 3)1) EXPOSED AREA OF AN INDIVIDUAL PANE LARGER THAN 9 S.F. 1: Design T-Pushme, Olfterarx. Jarr) 46 ENERGYCODE 19 ' SLIDING G-Or' 9-91 PAIR WI NDOW SCHEDULE: UNIT A SIZE LABEL TYPE WIDTH HEIGHT FRAMEMATERIAL AREASF) LOCATION U VALUE COMMENTS 1 CASEMENT T_V1 IV -a, T.B.D. 10 0.30 OR BEFE-R SAFETY 2 CASEMENT 2'-G" 4'-U' T.B.D. 10 0.30 OR BETTER 3 FIXED V0 V0 T.B.D. 20 0.30 OR BETTER 4- CASEMENT 2i-Go V0 T.B.D. 10 0.30 OR BETTER 5- CASEMENT Z-O', V0 T.B.D. 10 0.30 OR BETTER E6 CASEMENT Z-6P_ N-V- T.9.0. 10 0.30ORBETTER SEENOTEA 7- CASEMENT 2!-V'- T-O'�, T.B.D. 10 0.30ORBETTER SEENOTEA CASEMENT 2'.V' 4--l' _R 0:::�� 0.30ORBETTER SEENOTEA 10 0.30ORBEITER SEENOTEA LA NI 2.6" T �a C �T ASEME T-6`1 V-U1 T.B.D. 10 0.30ORBEITER SEENOTEA T-Gi W-U! 1 T.B.D. 10 O.3OOR8ETrER SEENOTEA an Average Calling Halght Pl) 114,406 MEASURED HORIZONTALLY AND IN A STRAIGHT LINE oininct and On "&Mot X Arma se UA 4) ALL GLAZING IN GUARDS AND RAILINGS, REGARDLESS OF AREA OR 0400 F 14.7 41DO HEIGHT ABOVE A WALKING SURFACE slivIlght 111-Fact., X Area me UA 5) ALL GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR Ir-od.. 0.60 FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, Insulation BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING Ali. tuisactor X Am se UA ....edare E��J Notal"s. POOLS. ua 6) ALL GLAZING ADJACENT TO STAIRS AND RAMPS single Reffin, or John: Vaulthad Cell"al 11-Ficke, X A- UA Nsa.� 28.711 7) GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WITHIN 60- Above Gnida Walla osUP" W. ".clar X Am UA HORIZONTAL ARC FROM THE TREAD NOSING AND THE GLAZING IS I- ... La===- 0 M 60.02 LESS THAN 36"ABOVE THE LANDING No.. tWactor X Ares LIA EXCEPTION: THE FOLLOWING ARE EXEMPT FROM BEING CONSIDERED TO Nseeft. tia a 0.029 WAS BE AT HAZARDOUS LOCATIONS: Below Brad. Wall. 0 "later X Am UA 1) GLAZED OPENINGS IN ITEM #1. OF SIZE SMALLER THAN 3- X2 SWING 3i-U' G-r. SINGLE PRESCRIPTIVE PATH REQUIREMENTS FOR 20 SWING T-O" U-91 SINGLE GROUPROCCUPANCY CLIMATEZONE: MARINE4 21 SWING T-U 64' 1 SINGLE DOOR NOTES ff) ULMLING IN I I EIVI lf2 WHERE ACCESS THROUGH THE DOOR IS A L ... tkoefo..h. CLOSET OR STORAGE AREA TOR LESS IN DEPTH 1-M... Duel Lawitages Comelsk 5) GLAZING IN ITEM 92, ADJACENT TO THE FIXED PANEL OF PATIO REFERENCE IRC 2015 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS nq 2,00 DOORS Sums of UA la&eiR 6) WHERE A HORIZONTAL RAIL IS INSTALLED ON TH E ACC ESS IBLE 1) AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN EACH Envelops Heat Lead 1,2S6 BWIH.1 SIDE(S) OF THE GLAZING IN ITEMO OR #6,34- TO 38" A13OVE THE SLEEPING ROOM Air Leakage Next Lead 7.202 8.]H.ur WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF 2) MINIMUM NET CLEAR OPENING: 5.7 SQUARE FEET WITHSTANDING A HORIZONTAL LOAD OF 509 PER LINEAR FOOT EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENING SHALL HAVE MINIMUM NET SuildI.VOulghtfliatLoad 14,40B Btu/ Hour WITHOUT CONTACTING THE GLASS AND HAVE A CLEAR OPENING OF 5 SQUARE FEET Building and Dust tied Lead 14.408 SWIM— 3) MINIMUM NET CLEAR OPENING HEIGHT: 24 INCHES CROSS -SECTIONAL HEIGHT OF NOT LESS THAN li/27. 7) OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER 4) MINIMUM NET CLEAR OPENING WIDTH: 20 INCHES naudonum PAW 9quIpassudOutind 2D.297 B1.1Hn, ousem- --so.- MULTIPLE GLAZED PANELS IN ITEM #3, WHERE THE BOTTOM 5) MAXIMUM SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR EDGE OF THE GLASS IS 25' OR MORE ABOVE GRADE, A ROOF, 6) THE EMERGENCY ESCAPE AND RESCUE OPENINGS $HIALL BE OPERATIONAL WALKING SURFACES OR OTHER HORIZONTAL [WITHIN 45 FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL DEGREES OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS KNOWLEDGE. EXTERIOR 8) GLAZING IN IrEM #5 THAT IS MORE THAN 60", MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM 9) GLAZING IN 11EM #6, 36" OR MORE MEASURED HORIZONTALLY simple Heating Systamr!_ . allington, State FROM THE WALKING SURFACE. .�t_ja is a 10) GLAZING IN 11EM #7, IS PROTECTED BY GUARD COMPLY WITH J,rdS.ThIscAlnIMorw111dmft:uTM WIV, AQQA SECTION R312 AND THE PLANE OF THE GLAZING IS MORE THAN Plane IN out all *1 the lualun dMP-downs and boxes that are applicable to Your Point AS YOU Make Solelstlons in the dhop-downs for 4 18"FROMTHEGUARD vahasi bacell fib,you. "you do hot - the selection you reasi the drdin-d-infl.h., 91 .... Wiltth.VVSUErugyEs1 �060) 956,2042 for atuilmosint.. "ellhounni carleethobeni 10amfanKon..I,wl,�&R�b.-W�R.��l�[UNRE -W 12 l0HljbZ,'9iS.UeE0 Omelets Temperature Didl Temperature Differinas (&T) 46 Condit ad Fide, Area lc Wsbuts'... Ctrullll ... it Floor A- i.q 9) Average Celling 11.1ght ClldNoued V.I.- -rsmouou.. A-g. o.W.9 Height (ft) 13,416 U-Fe.tor X Arms as ILIA ,eWes F 7-7 89.00 Skullishts "motor X Arms - UA 1-offors 0.50 Auto LLFA.tor X An. me UA -od'" 140 Osman UWliz.bor X Are. UA .-W.. 1_ 27.81 Above areas Walla 0,� 4) "motor X Are. UA 1-di'm 1 0.056 67.68 pkid. ULF.O., X Arm. LIA oo29 F-17030 J 29.97 B111- Gred. Well. mU.-fl 0*401m, X A.. UA W-od.. ( ----- I .-. ==� No-ust". Slab sale. surd. pss,,"n F-facto, X UA stab On Smile 1-masen F-Factor X LIA dl ... [4 Location of Ducts DualliAskeD.Co. .1.19 Sumn of UA 144.26 Invoices Heat Lod I.M SwIH., 0 Air Leakage that Load SAM IN M., __-4. Building Design Meet Lead 13,761 SWIM., SuIldingencV.dHInlLowl 13.761 SWIM— Maximum Hut Equipment Output 19.285 B.)H.ur INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT VERTICALFENESTRATON AREA FROM EXTERIOR DOORS REFERENCE IRC 2015 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS 1) WHEN A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL BE PERMITTED TO BE A SIDE -HINGED DOOR OR A SLIDER 2) THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES DOOR SCHEDULE: UNIT B SIZE LABEL TYPE WIDT�_ F HEIGHT 11 SINGUE/PAIR FRAME MATERIAL AREA (SF) LOCATION U VALUE COMMENTS 11 SWING 3�0' 6-8.1 SINGLE T.B.D. INTERIOR 12 SWING V-611 6-81, SINGLE T.B.D. 13, SWING T41 V-91 SINGLE T.B.D. INTERIOR 14 - SLIDING V-U' 6-91 PAIR T.B.D. _TNTERIOR 15 SWING 2'-G' 6!-&' SINGLE T.B.D. INTERIOR 16 SLIDING G-O" 6'-V' PAI T.B.D. INTERIOR 17 SWING - 2'-6!' 6`41 SINGLE T.B.D. INTERIOR 18 SWING 2�13!' 6-8" SINGLE T.B.D. INTERIOR T.B.D. INTERIOR T.B.D. 20 EXTERIOR 0.30ORBETTER ENTRYDOOR T.B.D. STORAGE STORAGE DOOR T STORAGE STORAGE DOOR �20 SF 3)2) BOTTOM EDGE OF THE GLAZING IS LESS THAN 18- ABOVE Area p1guill FLOOR VERTITICAL FENESTRATION AREA FROM EX , TERIOR D I DORIS 2 - OS Contiftloned Fl.,Ahn 3)3) TOP EDGE OF GLAZING IS MORE THAN 3TABOVE FLOOR §.W. C�istlonaj Floor Aram (iq it) Awari Carl., Holght Cam it V 1 3)4) ONE OR MORE WALKING SURFACES ARE WITHIN 36", DIAMETER Slab mulov, Oned. F-Paolor X C:!n UA 2) DECORATIVE GLAZING IN ITEM #1, #2 OR #3 VERTICAL FEN ESTRATION AREA FROM WINDOWS 120. p�, " L�., 3) THERE IS AN INTERVENING WALL OR OTHER PERMANENT WINDOW NOTES: F-Fachar X r_L.V UA BARRIER BETWEEN THE DOOR AND THE GLAZING IN ITEM #2 NOTE A - SHALL BE DESIGNATED AS EMERGENCY ESCAPE AND RESCUE OPENING. SEE BELOW. U_dk. FOR UNITA III UNITE1. ENERGY CREDITS: 5A, 5B PER WSEC TABLE 406.2 VERTICAL FENESTRATION (WINDOWS & DOORS) GLAZING @ U-VALUE 0.30 OR BETTER NEW EXTERICR DOORS 0.30 OR BETTER FOR GLAZING VAULTED CEILING R38 ABOVE GMDE WALLS R-21 OR BETTER FLOOR JOISTS R30 OR BETTER ENERGY NOTES ALL SHOWERHEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE PROPOSED BUILDING SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. A MINIMUM Of 75 PERCENTOF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS IN ACCORDANCE WITH R404. LAMPS INSTALLED IN VAULTED CEILING SHALL BE IC RATED. EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE (1) PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE IN ACCORDANCE WITH R403.1 HOT WATER SYSTEM FOR UNIT A AND UNIT B: NORTIZ N-0751M-DVC GAS WATER HEATER WITH A EFOFO.82 HEATING SYSTEM: PRIMARY HEATING FOR THE UNIT A IS: GAS FIREPLACE INSERT, ENVIRO GAS INSERT, MODEL# T.B.D. IN WALL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. IN -FLOOR HEATING, MANUFACTURER & MODEL # T.B.D. DOOR SCHEDULE: UNIT A SIZE LABEL TYPE WIDTH HEIGHT SINGUE/PAIR FRAMEMATERIAL AREAISF) LOCATION U VALUE COMMENTS 2' 2, BEL I S ING 2'-N' 6�8" SINGLE T.B.D. NTERIOR �NTERIOR 2 SWING 2�6" SINGLE T.B.D. S ING 2'-N' 614. SINGLE T.B.D. INTERIOR 4 SWING Z-13" V-11" SINGLE T.B.D. INTERIOR 5 SWING T-1r, G.". SINGLE T.B.D. INTERIOR E.6i WSWING Z, _8" V-8" SINGLE T.B.D. INTERIOR 7 ING Z-6 " 1 f.� __�-8 SINGLE MELD, INTERIOR .:: 6_. IEF115. PAIR T.B.D. INTERIOR SLID NG 2�6" 6.4. SINGLE TIS.D. INTERIOR 1BAR DOOR SLING Z-G' V-9- SINGLE T.B.D. INTERIOR RN OOR_ SWING Y-W W.8.1 SINGLE I To. 20 EXTERIOR 0.30 OR BETTER I ENTRY DOOR WINDOW SCHEDULE: UNIT B Si LABEL TYPE WIDTH T "HEIGHT FRAMEMATERIAL AREA(SF) LOCATION UVALUE COMMENTS 12 CASEMENT 2!-W - V41 T.B.D. 10 0.30 OR BEITER SEENOTEA 13 CASEMENT 2'-G', W-01" T.B.D. 10 0.30 OR BETTER SEE NOTE A 14 CASEMENT 2�G' - c-Y' T.B.D. 10 0.30OR BETTER SAFETY 15 CASEMENT 2i-G, , N-Y, T.B.D. 10 0.30 OR BETTER 16, CASEMENT 2'-V' IV-Y' T.B.D. 10 0.30 OR BETTER I FIXED VAY, T.B.D. 20 0.30 OR BETTER 18 CASEMENT 2'4' W-Y" T.B.D. 10 0.30 OR BETTER 19 CASEMENT 2�6'- 4'41 T.B.D. 10 0.30 OR BETTER SEENOTEA 20' CASEMENT 21-G' W-Of` T.B.D. 10 0.3 21� CASEME T 2'-G' 4!4', T.B.D. 10 .230 OR BETTER ISEENOTEA I! ALL WORK V06CAL FENESTRATION AREA FROM WINDOWS= 110 SF TO FIELD NSPE ECTION F� CODE COMPLIAP mWRTRFA'nwFOR THE UNIT`1�1& _1_._.1__._.._.___.!_ ------ ----- _111 gERO�QLEARANCIE DIRECT VENT GAS FIREPLACE, MANUFACTURER & MODEL ft T.B.D. ih*�LL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. 5N4!1ObR HEATING, MANUFACTURER & MODEL # T.B.D. sit BMOENT WAM HEATWO 53: as AD th-adamidaWl Idlohnovink finUst, isetallssli Is lb. housi be mWt 1.75 GPM or I... All other I-vfty it=* " be ostedau 1.0 GPM or InO T shmuspulfirlInciption. h � sirkhamols.mad-th-l-vuhnsiflecove, or woUhl supply DUVV to all the units tbroullb "estral water loop Insulated withR-111 rol'im, pipsineell H2W 1 Ill DEVELOPMENT LLC h2irdwilmal (W8) 22UT48 U) LU C) UJ M L0 ry LUS 3: .0 QC> 0 c1f 25 U) C�l LL CD F_ C:> - CI6 C:� UJ OC) C:) 6 Lu c) W C)(.0 cf) C) U) 0 0 0 Ul C\I 2 (�D (z> LU W (D U-1 ry< I,-- < :z 0 !�e 0 RESUB MAR 0 7 2019 BUILDING DEPARTMEW crryorE')mO','Ds DOOR & WINDOW SCHEDULE & ENERGY CODE PROJECT MANAGER R% DRAWN BY CH __� 102=191 PERMITAPPUCATION A-5.1 / -Pleass refer to Table R406.2 for complete option descriptions the following minimum number of credits. -1. flowfli Dwelling Unit: 1.3 cradite Dwelling units less than 1500 square feet In conditioned floor area with less then 300 square feet of ferreatrallon area. Additions to existing building that are greater then BOO square feel ofriested flocrarem but low than 1600 square fast. C12. Machine Dwelling Unit: &8 credits AN dwelling units that are not Included in #1 or 0. Exception: Dwelling units sawing R-2 ocouponoles ehal reci ulnes 2.5 credits. [33. Large Dwelling Unit: 4.6 credits Dwell ng units exceeding SDOG square feet of conditioned Door arm Wood Frame Wella'"' 21 let 0.068 SAFETY GLAZING: SAFETY GLAZING SHALL BE PROVIDED IN ALL LOCATIONS CONSIDERED Simple Heading System Size: Washington State HAZARDOUS AS PER IRC/SRC 2015 R308.4 a re-ft ofthe 2016 WmlhlmaMm S" Ensi fWSEC) and ACCA Manuals FOLLOWING LOCATIONS ARE CONSIDERED TO BE HAZARDOUS: green dep-olownsand boumi batsum, applicablein your pm;nt Am you roakoatladoons; othe drap-d-foreath sent 1) GLAZING IN SWINGING, SLIDING AND BI-FOLD DOORS valunWIlba taloilatenforyou. Hyou donotsamitha.alsollon ywreed Inih. drop-do,uri options, plans cillths WSU Enegy Eidwelon Progn" 2) GLAZING ADJACENT TO DOOR WHERE BOTTOM EXPOSED EDGE OF (360) 938-2042 fornslano.. GLAZING IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IS WITHIN 24" OF EITHER SIDE OF THE DOOR IN A 1�!le�U_ F so I CLOSED POSITION OR GLAZING ON A WALL PERPENDICULAR TO �� w THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" 176062MUStSW I'drd,WA9SD26 I le,nattWA91not OF THE HINGE SIDE OF AN IN -SWINGING DOOR. ""MMSysbmT�-, amossu*_ O-purs, 3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS" Dulats Tarribeirature W_... , - '.r_,_,._,, _4 3)1) EXPOSED AREA OF AN INDIVIDUAL PANE LARGER THAN 9 S.F. 1: Design T-Pushme, Olfterarx. Jarr) 46 ENERGYCODE 19 ' SLIDING G-Or' 9-91 PAIR WI NDOW SCHEDULE: UNIT A SIZE LABEL TYPE WIDTH HEIGHT FRAMEMATERIAL AREASF) LOCATION U VALUE COMMENTS 1 CASEMENT T_V1 IV -a, T.B.D. 10 0.30 OR BEFE-R SAFETY 2 CASEMENT 2'-G" 4'-U' T.B.D. 10 0.30 OR BETTER 3 FIXED V0 V0 T.B.D. 20 0.30 OR BETTER 4- CASEMENT 2i-Go V0 T.B.D. 10 0.30 OR BETTER 5- CASEMENT Z-O', V0 T.B.D. 10 0.30 OR BETTER E6 CASEMENT Z-6P_ N-V- T.9.0. 10 0.30ORBETTER SEENOTEA 7- CASEMENT 2!-V'- T-O'�, T.B.D. 10 0.30ORBETTER SEENOTEA CASEMENT 2'.V' 4--l' _R 0:::�� 0.30ORBETTER SEENOTEA 10 0.30ORBEITER SEENOTEA LA NI 2.6" T �a C �T ASEME T-6`1 V-U1 T.B.D. 10 0.30ORBEITER SEENOTEA T-Gi W-U! 1 T.B.D. 10 O.3OOR8ETrER SEENOTEA an Average Calling Halght Pl) 114,406 MEASURED HORIZONTALLY AND IN A STRAIGHT LINE oininct and On "&Mot X Arma se UA 4) ALL GLAZING IN GUARDS AND RAILINGS, REGARDLESS OF AREA OR 0400 F 14.7 41DO HEIGHT ABOVE A WALKING SURFACE slivIlght 111-Fact., X Area me UA 5) ALL GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR Ir-od.. 0.60 FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, Insulation BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING Ali. tuisactor X Am se UA ....edare E��J Notal"s. POOLS. ua 6) ALL GLAZING ADJACENT TO STAIRS AND RAMPS single Reffin, or John: Vaulthad Cell"al 11-Ficke, X A- UA Nsa.� 28.711 7) GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WITHIN 60- Above Gnida Walla osUP" W. ".clar X Am UA HORIZONTAL ARC FROM THE TREAD NOSING AND THE GLAZING IS I- ... La===- 0 M 60.02 LESS THAN 36"ABOVE THE LANDING No.. tWactor X Ares LIA EXCEPTION: THE FOLLOWING ARE EXEMPT FROM BEING CONSIDERED TO Nseeft. tia a 0.029 WAS BE AT HAZARDOUS LOCATIONS: Below Brad. Wall. 0 "later X Am UA 1) GLAZED OPENINGS IN ITEM #1. OF SIZE SMALLER THAN 3- X2 SWING 3i-U' G-r. SINGLE PRESCRIPTIVE PATH REQUIREMENTS FOR 20 SWING T-O" U-91 SINGLE GROUPROCCUPANCY CLIMATEZONE: MARINE4 21 SWING T-U 64' 1 SINGLE DOOR NOTES ff) ULMLING IN I I EIVI lf2 WHERE ACCESS THROUGH THE DOOR IS A L ... tkoefo..h. CLOSET OR STORAGE AREA TOR LESS IN DEPTH 1-M... Duel Lawitages Comelsk 5) GLAZING IN ITEM 92, ADJACENT TO THE FIXED PANEL OF PATIO REFERENCE IRC 2015 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS nq 2,00 DOORS Sums of UA la&eiR 6) WHERE A HORIZONTAL RAIL IS INSTALLED ON TH E ACC ESS IBLE 1) AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN EACH Envelops Heat Lead 1,2S6 BWIH.1 SIDE(S) OF THE GLAZING IN ITEMO OR #6,34- TO 38" A13OVE THE SLEEPING ROOM Air Leakage Next Lead 7.202 8.]H.ur WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF 2) MINIMUM NET CLEAR OPENING: 5.7 SQUARE FEET WITHSTANDING A HORIZONTAL LOAD OF 509 PER LINEAR FOOT EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENING SHALL HAVE MINIMUM NET SuildI.VOulghtfliatLoad 14,40B Btu/ Hour WITHOUT CONTACTING THE GLASS AND HAVE A CLEAR OPENING OF 5 SQUARE FEET Building and Dust tied Lead 14.408 SWIM— 3) MINIMUM NET CLEAR OPENING HEIGHT: 24 INCHES CROSS -SECTIONAL HEIGHT OF NOT LESS THAN li/27. 7) OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER 4) MINIMUM NET CLEAR OPENING WIDTH: 20 INCHES naudonum PAW 9quIpassudOutind 2D.297 B1.1Hn, ousem- --so.- MULTIPLE GLAZED PANELS IN ITEM #3, WHERE THE BOTTOM 5) MAXIMUM SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR EDGE OF THE GLASS IS 25' OR MORE ABOVE GRADE, A ROOF, 6) THE EMERGENCY ESCAPE AND RESCUE OPENINGS $HIALL BE OPERATIONAL WALKING SURFACES OR OTHER HORIZONTAL [WITHIN 45 FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL DEGREES OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS KNOWLEDGE. EXTERIOR 8) GLAZING IN IrEM #5 THAT IS MORE THAN 60", MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM 9) GLAZING IN 11EM #6, 36" OR MORE MEASURED HORIZONTALLY simple Heating Systamr!_ . allington, State FROM THE WALKING SURFACE. .�t_ja is a 10) GLAZING IN 11EM #7, IS PROTECTED BY GUARD COMPLY WITH J,rdS.ThIscAlnIMorw111dmft:uTM WIV, AQQA SECTION R312 AND THE PLANE OF THE GLAZING IS MORE THAN Plane IN out all *1 the lualun dMP-downs and boxes that are applicable to Your Point AS YOU Make Solelstlons in the dhop-downs for 4 18"FROMTHEGUARD vahasi bacell fib,you. "you do hot - the selection you reasi the drdin-d-infl.h., 91 .... Wiltth.VVSUErugyEs1 �060) 956,2042 for atuilmosint.. "ellhounni carleethobeni 10amfanKon..I,wl,�&R�b.-W�R.��l�[UNRE -W 12 l0HljbZ,'9iS.UeE0 Omelets Temperature Didl Temperature Differinas (&T) 46 Condit ad Fide, Area lc Wsbuts'... Ctrullll ... it Floor A- i.q 9) Average Celling 11.1ght ClldNoued V.I.- -rsmouou.. A-g. o.W.9 Height (ft) 13,416 U-Fe.tor X Arms as ILIA ,eWes F 7-7 89.00 Skullishts "motor X Arms - UA 1-offors 0.50 Auto LLFA.tor X An. me UA -od'" 140 Osman UWliz.bor X Are. UA .-W.. 1_ 27.81 Above areas Walla 0,� 4) "motor X Are. UA 1-di'm 1 0.056 67.68 pkid. ULF.O., X Arm. LIA oo29 F-17030 J 29.97 B111- Gred. Well. mU.-fl 0*401m, X A.. UA W-od.. ( ----- I .-. ==� No-ust". Slab sale. surd. pss,,"n F-facto, X UA stab On Smile 1-masen F-Factor X LIA dl ... [4 Location of Ducts DualliAskeD.Co. .1.19 Sumn of UA 144.26 Invoices Heat Lod I.M SwIH., 0 Air Leakage that Load SAM IN M., __-4. Building Design Meet Lead 13,761 SWIM., SuIldingencV.dHInlLowl 13.761 SWIM— Maximum Hut Equipment Output 19.285 B.)H.ur INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT VERTICALFENESTRATON AREA FROM EXTERIOR DOORS REFERENCE IRC 2015 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS 1) WHEN A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL BE PERMITTED TO BE A SIDE -HINGED DOOR OR A SLIDER 2) THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES DOOR SCHEDULE: UNIT B SIZE LABEL TYPE WIDT�_ F HEIGHT 11 SINGUE/PAIR FRAME MATERIAL AREA (SF) LOCATION U VALUE COMMENTS 11 SWING 3�0' 6-8.1 SINGLE T.B.D. INTERIOR 12 SWING V-611 6-81, SINGLE T.B.D. 13, SWING T41 V-91 SINGLE T.B.D. INTERIOR 14 - SLIDING V-U' 6-91 PAIR T.B.D. _TNTERIOR 15 SWING 2'-G' 6!-&' SINGLE T.B.D. INTERIOR 16 SLIDING G-O" 6'-V' PAI T.B.D. INTERIOR 17 SWING - 2'-6!' 6`41 SINGLE T.B.D. INTERIOR 18 SWING 2�13!' 6-8" SINGLE T.B.D. INTERIOR T.B.D. INTERIOR T.B.D. 20 EXTERIOR 0.30ORBETTER ENTRYDOOR T.B.D. STORAGE STORAGE DOOR T STORAGE STORAGE DOOR �20 SF 3)2) BOTTOM EDGE OF THE GLAZING IS LESS THAN 18- ABOVE Area p1guill FLOOR VERTITICAL FENESTRATION AREA FROM EX , TERIOR D I DORIS 2 - OS Contiftloned Fl.,Ahn 3)3) TOP EDGE OF GLAZING IS MORE THAN 3TABOVE FLOOR §.W. C�istlonaj Floor Aram (iq it) Awari Carl., Holght Cam it V 1 3)4) ONE OR MORE WALKING SURFACES ARE WITHIN 36", DIAMETER Slab mulov, Oned. F-Paolor X C:!n UA 2) DECORATIVE GLAZING IN ITEM #1, #2 OR #3 VERTICAL FEN ESTRATION AREA FROM WINDOWS 120. p�, " L�., 3) THERE IS AN INTERVENING WALL OR OTHER PERMANENT WINDOW NOTES: F-Fachar X r_L.V UA BARRIER BETWEEN THE DOOR AND THE GLAZING IN ITEM #2 NOTE A - SHALL BE DESIGNATED AS EMERGENCY ESCAPE AND RESCUE OPENING. SEE BELOW. U_dk. FOR UNITA III UNITE1. ENERGY CREDITS: 5A, 5B PER WSEC TABLE 406.2 VERTICAL FENESTRATION (WINDOWS & DOORS) GLAZING @ U-VALUE 0.30 OR BETTER NEW EXTERICR DOORS 0.30 OR BETTER FOR GLAZING VAULTED CEILING R38 ABOVE GMDE WALLS R-21 OR BETTER FLOOR JOISTS R30 OR BETTER ENERGY NOTES ALL SHOWERHEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE PROPOSED BUILDING SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. A MINIMUM Of 75 PERCENTOF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS IN ACCORDANCE WITH R404. LAMPS INSTALLED IN VAULTED CEILING SHALL BE IC RATED. EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE (1) PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE IN ACCORDANCE WITH R403.1 HOT WATER SYSTEM FOR UNIT A AND UNIT B: NORTIZ N-0751M-DVC GAS WATER HEATER WITH A EFOFO.82 HEATING SYSTEM: PRIMARY HEATING FOR THE UNIT A IS: GAS FIREPLACE INSERT, ENVIRO GAS INSERT, MODEL# T.B.D. IN WALL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. IN -FLOOR HEATING, MANUFACTURER & MODEL # T.B.D. DOOR SCHEDULE: UNIT A SIZE LABEL TYPE WIDTH HEIGHT SINGUE/PAIR FRAMEMATERIAL AREAISF) LOCATION U VALUE COMMENTS 2' 2, BEL I S ING 2'-N' 6�8" SINGLE T.B.D. NTERIOR �NTERIOR 2 SWING 2�6" SINGLE T.B.D. S ING 2'-N' 614. SINGLE T.B.D. INTERIOR 4 SWING Z-13" V-11" SINGLE T.B.D. INTERIOR 5 SWING T-1r, G.". SINGLE T.B.D. INTERIOR E.6i WSWING Z, _8" V-8" SINGLE T.B.D. INTERIOR 7 ING Z-6 " 1 f.� __�-8 SINGLE MELD, INTERIOR .:: 6_. IEF115. PAIR T.B.D. INTERIOR SLID NG 2�6" 6.4. SINGLE TIS.D. INTERIOR 1BAR DOOR SLING Z-G' V-9- SINGLE T.B.D. INTERIOR RN OOR_ SWING Y-W W.8.1 SINGLE I To. 20 EXTERIOR 0.30 OR BETTER I ENTRY DOOR WINDOW SCHEDULE: UNIT B Si LABEL TYPE WIDTH T "HEIGHT FRAMEMATERIAL AREA(SF) LOCATION UVALUE COMMENTS 12 CASEMENT 2!-W - V41 T.B.D. 10 0.30 OR BEITER SEENOTEA 13 CASEMENT 2'-G', W-01" T.B.D. 10 0.30 OR BETTER SEE NOTE A 14 CASEMENT 2�G' - c-Y' T.B.D. 10 0.30OR BETTER SAFETY 15 CASEMENT 2i-G, , N-Y, T.B.D. 10 0.30 OR BETTER 16, CASEMENT 2'-V' IV-Y' T.B.D. 10 0.30 OR BETTER I FIXED VAY, T.B.D. 20 0.30 OR BETTER 18 CASEMENT 2'4' W-Y" T.B.D. 10 0.30 OR BETTER 19 CASEMENT 2�6'- 4'41 T.B.D. 10 0.30 OR BETTER SEENOTEA 20' CASEMENT 21-G' W-Of` T.B.D. 10 0.3 21� CASEME T 2'-G' 4!4', T.B.D. 10 .230 OR BETTER ISEENOTEA I! ALL WORK V06CAL FENESTRATION AREA FROM WINDOWS= 110 SF TO FIELD NSPE ECTION F� CODE COMPLIAP mWRTRFA'nwFOR THE UNIT`1�1& _1_._.1__._.._.___.!_ ------ ----- _111 gERO�QLEARANCIE DIRECT VENT GAS FIREPLACE, MANUFACTURER & MODEL ft T.B.D. ih*�LL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. 5N4!1ObR HEATING, MANUFACTURER & MODEL # T.B.D. sit BMOENT WAM HEATWO 53: as AD th-adamidaWl Idlohnovink finUst, isetallssli Is lb. housi be mWt 1.75 GPM or I... All other I-vfty it=* " be ostedau 1.0 GPM or InO T shmuspulfirlInciption. h � sirkhamols.mad-th-l-vuhnsiflecove, or woUhl supply DUVV to all the units tbroullb "estral water loop Insulated withR-111 rol'im, pipsineell H2W 1 Ill DEVELOPMENT LLC h2irdwilmal (W8) 22UT48 U) LU C) UJ M L0 ry LUS 3: .0 QC> 0 c1f 25 U) C�l LL CD F_ C:> - CI6 C:� UJ OC) C:) 6 Lu c) W C)(.0 cf) C) U) 0 0 0 Ul C\I 2 (�D (z> LU W (D U-1 ry< I,-- < :z 0 !�e 0 RESUB MAR 0 7 2019 BUILDING DEPARTMEW crryorE')mO','Ds DOOR & WINDOW SCHEDULE & ENERGY CODE PROJECT MANAGER R% DRAWN BY CH __� 102=191 PERMITAPPUCATION A-5.1 / -Pleass refer to Table R406.2 for complete option descriptions ENERGYCODE 19 ' SLIDING G-Or' 9-91 PAIR WI NDOW SCHEDULE: UNIT A SIZE LABEL TYPE WIDTH HEIGHT FRAMEMATERIAL AREASF) LOCATION U VALUE COMMENTS 1 CASEMENT T_V1 IV -a, T.B.D. 10 0.30 OR BEFE-R SAFETY 2 CASEMENT 2'-G" 4'-U' T.B.D. 10 0.30 OR BETTER 3 FIXED V0 V0 T.B.D. 20 0.30 OR BETTER 4- CASEMENT 2i-Go V0 T.B.D. 10 0.30 OR BETTER 5- CASEMENT Z-O', V0 T.B.D. 10 0.30 OR BETTER E6 CASEMENT Z-6P_ N-V- T.9.0. 10 0.30ORBETTER SEENOTEA 7- CASEMENT 2!-V'- T-O'�, T.B.D. 10 0.30ORBETTER SEENOTEA CASEMENT 2'.V' 4--l' _R 0:::�� 0.30ORBETTER SEENOTEA 10 0.30ORBEITER SEENOTEA LA NI 2.6" T �a C �T ASEME T-6`1 V-U1 T.B.D. 10 0.30ORBEITER SEENOTEA T-Gi W-U! 1 T.B.D. 10 O.3OOR8ETrER SEENOTEA an Average Calling Halght Pl) 114,406 MEASURED HORIZONTALLY AND IN A STRAIGHT LINE oininct and On "&Mot X Arma se UA 4) ALL GLAZING IN GUARDS AND RAILINGS, REGARDLESS OF AREA OR 0400 F 14.7 41DO HEIGHT ABOVE A WALKING SURFACE slivIlght 111-Fact., X Area me UA 5) ALL GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR Ir-od.. 0.60 FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, Insulation BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING Ali. tuisactor X Am se UA ....edare E��J Notal"s. POOLS. ua 6) ALL GLAZING ADJACENT TO STAIRS AND RAMPS single Reffin, or John: Vaulthad Cell"al 11-Ficke, X A- UA Nsa.� 28.711 7) GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WITHIN 60- Above Gnida Walla osUP" W. ".clar X Am UA HORIZONTAL ARC FROM THE TREAD NOSING AND THE GLAZING IS I- ... La===- 0 M 60.02 LESS THAN 36"ABOVE THE LANDING No.. tWactor X Ares LIA EXCEPTION: THE FOLLOWING ARE EXEMPT FROM BEING CONSIDERED TO Nseeft. tia a 0.029 WAS BE AT HAZARDOUS LOCATIONS: Below Brad. Wall. 0 "later X Am UA 1) GLAZED OPENINGS IN ITEM #1. OF SIZE SMALLER THAN 3- X2 SWING 3i-U' G-r. SINGLE PRESCRIPTIVE PATH REQUIREMENTS FOR 20 SWING T-O" U-91 SINGLE GROUPROCCUPANCY CLIMATEZONE: MARINE4 21 SWING T-U 64' 1 SINGLE DOOR NOTES ff) ULMLING IN I I EIVI lf2 WHERE ACCESS THROUGH THE DOOR IS A L ... tkoefo..h. CLOSET OR STORAGE AREA TOR LESS IN DEPTH 1-M... Duel Lawitages Comelsk 5) GLAZING IN ITEM 92, ADJACENT TO THE FIXED PANEL OF PATIO REFERENCE IRC 2015 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS nq 2,00 DOORS Sums of UA la&eiR 6) WHERE A HORIZONTAL RAIL IS INSTALLED ON TH E ACC ESS IBLE 1) AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN EACH Envelops Heat Lead 1,2S6 BWIH.1 SIDE(S) OF THE GLAZING IN ITEMO OR #6,34- TO 38" A13OVE THE SLEEPING ROOM Air Leakage Next Lead 7.202 8.]H.ur WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF 2) MINIMUM NET CLEAR OPENING: 5.7 SQUARE FEET WITHSTANDING A HORIZONTAL LOAD OF 509 PER LINEAR FOOT EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENING SHALL HAVE MINIMUM NET SuildI.VOulghtfliatLoad 14,40B Btu/ Hour WITHOUT CONTACTING THE GLASS AND HAVE A CLEAR OPENING OF 5 SQUARE FEET Building and Dust tied Lead 14.408 SWIM— 3) MINIMUM NET CLEAR OPENING HEIGHT: 24 INCHES CROSS -SECTIONAL HEIGHT OF NOT LESS THAN li/27. 7) OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER 4) MINIMUM NET CLEAR OPENING WIDTH: 20 INCHES naudonum PAW 9quIpassudOutind 2D.297 B1.1Hn, ousem- --so.- MULTIPLE GLAZED PANELS IN ITEM #3, WHERE THE BOTTOM 5) MAXIMUM SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR EDGE OF THE GLASS IS 25' OR MORE ABOVE GRADE, A ROOF, 6) THE EMERGENCY ESCAPE AND RESCUE OPENINGS $HIALL BE OPERATIONAL WALKING SURFACES OR OTHER HORIZONTAL [WITHIN 45 FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL DEGREES OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS KNOWLEDGE. EXTERIOR 8) GLAZING IN IrEM #5 THAT IS MORE THAN 60", MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM 9) GLAZING IN 11EM #6, 36" OR MORE MEASURED HORIZONTALLY simple Heating Systamr!_ . allington, State FROM THE WALKING SURFACE. .�t_ja is a 10) GLAZING IN 11EM #7, IS PROTECTED BY GUARD COMPLY WITH J,rdS.ThIscAlnIMorw111dmft:uTM WIV, AQQA SECTION R312 AND THE PLANE OF THE GLAZING IS MORE THAN Plane IN out all *1 the lualun dMP-downs and boxes that are applicable to Your Point AS YOU Make Solelstlons in the dhop-downs for 4 18"FROMTHEGUARD vahasi bacell fib,you. "you do hot - the selection you reasi the drdin-d-infl.h., 91 .... Wiltth.VVSUErugyEs1 �060) 956,2042 for atuilmosint.. "ellhounni carleethobeni 10amfanKon..I,wl,�&R�b.-W�R.��l�[UNRE -W 12 l0HljbZ,'9iS.UeE0 Omelets Temperature Didl Temperature Differinas (&T) 46 Condit ad Fide, Area lc Wsbuts'... Ctrullll ... it Floor A- i.q 9) Average Celling 11.1ght ClldNoued V.I.- -rsmouou.. A-g. o.W.9 Height (ft) 13,416 U-Fe.tor X Arms as ILIA ,eWes F 7-7 89.00 Skullishts "motor X Arms - UA 1-offors 0.50 Auto LLFA.tor X An. me UA -od'" 140 Osman UWliz.bor X Are. UA .-W.. 1_ 27.81 Above areas Walla 0,� 4) "motor X Are. UA 1-di'm 1 0.056 67.68 pkid. ULF.O., X Arm. LIA oo29 F-17030 J 29.97 B111- Gred. Well. mU.-fl 0*401m, X A.. UA W-od.. ( ----- I .-. ==� No-ust". Slab sale. surd. pss,,"n F-facto, X UA stab On Smile 1-masen F-Factor X LIA dl ... [4 Location of Ducts DualliAskeD.Co. .1.19 Sumn of UA 144.26 Invoices Heat Lod I.M SwIH., 0 Air Leakage that Load SAM IN M., __-4. Building Design Meet Lead 13,761 SWIM., SuIldingencV.dHInlLowl 13.761 SWIM— Maximum Hut Equipment Output 19.285 B.)H.ur INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT VERTICALFENESTRATON AREA FROM EXTERIOR DOORS REFERENCE IRC 2015 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS 1) WHEN A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL BE PERMITTED TO BE A SIDE -HINGED DOOR OR A SLIDER 2) THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES DOOR SCHEDULE: UNIT B SIZE LABEL TYPE WIDT�_ F HEIGHT 11 SINGUE/PAIR FRAME MATERIAL AREA (SF) LOCATION U VALUE COMMENTS 11 SWING 3�0' 6-8.1 SINGLE T.B.D. INTERIOR 12 SWING V-611 6-81, SINGLE T.B.D. 13, SWING T41 V-91 SINGLE T.B.D. INTERIOR 14 - SLIDING V-U' 6-91 PAIR T.B.D. _TNTERIOR 15 SWING 2'-G' 6!-&' SINGLE T.B.D. INTERIOR 16 SLIDING G-O" 6'-V' PAI T.B.D. INTERIOR 17 SWING - 2'-6!' 6`41 SINGLE T.B.D. INTERIOR 18 SWING 2�13!' 6-8" SINGLE T.B.D. INTERIOR T.B.D. INTERIOR T.B.D. 20 EXTERIOR 0.30ORBETTER ENTRYDOOR T.B.D. STORAGE STORAGE DOOR T STORAGE STORAGE DOOR �20 SF 3)2) BOTTOM EDGE OF THE GLAZING IS LESS THAN 18- ABOVE Area p1guill FLOOR VERTITICAL FENESTRATION AREA FROM EX , TERIOR D I DORIS 2 - OS Contiftloned Fl.,Ahn 3)3) TOP EDGE OF GLAZING IS MORE THAN 3TABOVE FLOOR §.W. C�istlonaj Floor Aram (iq it) Awari Carl., Holght Cam it V 1 3)4) ONE OR MORE WALKING SURFACES ARE WITHIN 36", DIAMETER Slab mulov, Oned. F-Paolor X C:!n UA 2) DECORATIVE GLAZING IN ITEM #1, #2 OR #3 VERTICAL FEN ESTRATION AREA FROM WINDOWS 120. p�, " L�., 3) THERE IS AN INTERVENING WALL OR OTHER PERMANENT WINDOW NOTES: F-Fachar X r_L.V UA BARRIER BETWEEN THE DOOR AND THE GLAZING IN ITEM #2 NOTE A - SHALL BE DESIGNATED AS EMERGENCY ESCAPE AND RESCUE OPENING. SEE BELOW. U_dk. FOR UNITA III UNITE1. ENERGY CREDITS: 5A, 5B PER WSEC TABLE 406.2 VERTICAL FENESTRATION (WINDOWS & DOORS) GLAZING @ U-VALUE 0.30 OR BETTER NEW EXTERICR DOORS 0.30 OR BETTER FOR GLAZING VAULTED CEILING R38 ABOVE GMDE WALLS R-21 OR BETTER FLOOR JOISTS R30 OR BETTER ENERGY NOTES ALL SHOWERHEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE PROPOSED BUILDING SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. A MINIMUM Of 75 PERCENTOF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS IN ACCORDANCE WITH R404. LAMPS INSTALLED IN VAULTED CEILING SHALL BE IC RATED. EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE (1) PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE IN ACCORDANCE WITH R403.1 HOT WATER SYSTEM FOR UNIT A AND UNIT B: NORTIZ N-0751M-DVC GAS WATER HEATER WITH A EFOFO.82 HEATING SYSTEM: PRIMARY HEATING FOR THE UNIT A IS: GAS FIREPLACE INSERT, ENVIRO GAS INSERT, MODEL# T.B.D. IN WALL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. IN -FLOOR HEATING, MANUFACTURER & MODEL # T.B.D. DOOR SCHEDULE: UNIT A SIZE LABEL TYPE WIDTH HEIGHT SINGUE/PAIR FRAMEMATERIAL AREAISF) LOCATION U VALUE COMMENTS 2' 2, BEL I S ING 2'-N' 6�8" SINGLE T.B.D. NTERIOR �NTERIOR 2 SWING 2�6" SINGLE T.B.D. S ING 2'-N' 614. SINGLE T.B.D. INTERIOR 4 SWING Z-13" V-11" SINGLE T.B.D. INTERIOR 5 SWING T-1r, G.". SINGLE T.B.D. INTERIOR E.6i WSWING Z, _8" V-8" SINGLE T.B.D. INTERIOR 7 ING Z-6 " 1 f.� __�-8 SINGLE MELD, INTERIOR .:: 6_. IEF115. PAIR T.B.D. INTERIOR SLID NG 2�6" 6.4. SINGLE TIS.D. INTERIOR 1BAR DOOR SLING Z-G' V-9- SINGLE T.B.D. INTERIOR RN OOR_ SWING Y-W W.8.1 SINGLE I To. 20 EXTERIOR 0.30 OR BETTER I ENTRY DOOR WINDOW SCHEDULE: UNIT B Si LABEL TYPE WIDTH T "HEIGHT FRAMEMATERIAL AREA(SF) LOCATION UVALUE COMMENTS 12 CASEMENT 2!-W - V41 T.B.D. 10 0.30 OR BEITER SEENOTEA 13 CASEMENT 2'-G', W-01" T.B.D. 10 0.30 OR BETTER SEE NOTE A 14 CASEMENT 2�G' - c-Y' T.B.D. 10 0.30OR BETTER SAFETY 15 CASEMENT 2i-G, , N-Y, T.B.D. 10 0.30 OR BETTER 16, CASEMENT 2'-V' IV-Y' T.B.D. 10 0.30 OR BETTER I FIXED VAY, T.B.D. 20 0.30 OR BETTER 18 CASEMENT 2'4' W-Y" T.B.D. 10 0.30 OR BETTER 19 CASEMENT 2�6'- 4'41 T.B.D. 10 0.30 OR BETTER SEENOTEA 20' CASEMENT 21-G' W-Of` T.B.D. 10 0.3 21� CASEME T 2'-G' 4!4', T.B.D. 10 .230 OR BETTER ISEENOTEA I! ALL WORK V06CAL FENESTRATION AREA FROM WINDOWS= 110 SF TO FIELD NSPE ECTION F� CODE COMPLIAP mWRTRFA'nwFOR THE UNIT`1�1& _1_._.1__._.._.___.!_ ------ ----- _111 gERO�QLEARANCIE DIRECT VENT GAS FIREPLACE, MANUFACTURER & MODEL ft T.B.D. ih*�LL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. 5N4!1ObR HEATING, MANUFACTURER & MODEL # T.B.D. sit BMOENT WAM HEATWO 53: as AD th-adamidaWl Idlohnovink finUst, isetallssli Is lb. housi be mWt 1.75 GPM or I... All other I-vfty it=* " be ostedau 1.0 GPM or InO T shmuspulfirlInciption. h � sirkhamols.mad-th-l-vuhnsiflecove, or woUhl supply DUVV to all the units tbroullb "estral water loop Insulated withR-111 rol'im, pipsineell H2W 1 Ill DEVELOPMENT LLC h2irdwilmal (W8) 22UT48 U) LU C) UJ M L0 ry LUS 3: .0 QC> 0 c1f 25 U) C�l LL CD F_ C:> - CI6 C:� UJ OC) C:) 6 Lu c) W C)(.0 cf) C) U) 0 0 0 Ul C\I 2 (�D (z> LU W (D U-1 ry< I,-- < :z 0 !�e 0 RESUB MAR 0 7 2019 BUILDING DEPARTMEW crryorE')mO','Ds DOOR & WINDOW SCHEDULE & ENERGY CODE PROJECT MANAGER R% DRAWN BY CH __� 102=191 PERMITAPPUCATION A-5.1 / -Pleass refer to Table R406.2 for complete option descriptions WI NDOW SCHEDULE: UNIT A SIZE LABEL TYPE WIDTH HEIGHT FRAMEMATERIAL AREASF) LOCATION U VALUE COMMENTS 1 CASEMENT T_V1 IV -a, T.B.D. 10 0.30 OR BEFE-R SAFETY 2 CASEMENT 2'-G" 4'-U' T.B.D. 10 0.30 OR BETTER 3 FIXED V0 V0 T.B.D. 20 0.30 OR BETTER 4- CASEMENT 2i-Go V0 T.B.D. 10 0.30 OR BETTER 5- CASEMENT Z-O', V0 T.B.D. 10 0.30 OR BETTER E6 CASEMENT Z-6P_ N-V- T.9.0. 10 0.30ORBETTER SEENOTEA 7- CASEMENT 2!-V'- T-O'�, T.B.D. 10 0.30ORBETTER SEENOTEA CASEMENT 2'.V' 4--l' _R 0:::�� 0.30ORBETTER SEENOTEA 10 0.30ORBEITER SEENOTEA LA NI 2.6" T �a C �T ASEME T-6`1 V-U1 T.B.D. 10 0.30ORBEITER SEENOTEA T-Gi W-U! 1 T.B.D. 10 O.3OOR8ETrER SEENOTEA an Average Calling Halght Pl) 114,406 MEASURED HORIZONTALLY AND IN A STRAIGHT LINE oininct and On "&Mot X Arma se UA 4) ALL GLAZING IN GUARDS AND RAILINGS, REGARDLESS OF AREA OR 0400 F 14.7 41DO HEIGHT ABOVE A WALKING SURFACE slivIlght 111-Fact., X Area me UA 5) ALL GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR Ir-od.. 0.60 FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, Insulation BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING Ali. tuisactor X Am se UA ....edare E��J Notal"s. POOLS. ua 6) ALL GLAZING ADJACENT TO STAIRS AND RAMPS single Reffin, or John: Vaulthad Cell"al 11-Ficke, X A- UA Nsa.� 28.711 7) GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WITHIN 60- Above Gnida Walla osUP" W. ".clar X Am UA HORIZONTAL ARC FROM THE TREAD NOSING AND THE GLAZING IS I- ... La===- 0 M 60.02 LESS THAN 36"ABOVE THE LANDING No.. tWactor X Ares LIA EXCEPTION: THE FOLLOWING ARE EXEMPT FROM BEING CONSIDERED TO Nseeft. tia a 0.029 WAS BE AT HAZARDOUS LOCATIONS: Below Brad. Wall. 0 "later X Am UA 1) GLAZED OPENINGS IN ITEM #1. OF SIZE SMALLER THAN 3- X2 SWING 3i-U' G-r. SINGLE PRESCRIPTIVE PATH REQUIREMENTS FOR 20 SWING T-O" U-91 SINGLE GROUPROCCUPANCY CLIMATEZONE: MARINE4 21 SWING T-U 64' 1 SINGLE DOOR NOTES ff) ULMLING IN I I EIVI lf2 WHERE ACCESS THROUGH THE DOOR IS A L ... tkoefo..h. CLOSET OR STORAGE AREA TOR LESS IN DEPTH 1-M... Duel Lawitages Comelsk 5) GLAZING IN ITEM 92, ADJACENT TO THE FIXED PANEL OF PATIO REFERENCE IRC 2015 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS nq 2,00 DOORS Sums of UA la&eiR 6) WHERE A HORIZONTAL RAIL IS INSTALLED ON TH E ACC ESS IBLE 1) AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN EACH Envelops Heat Lead 1,2S6 BWIH.1 SIDE(S) OF THE GLAZING IN ITEMO OR #6,34- TO 38" A13OVE THE SLEEPING ROOM Air Leakage Next Lead 7.202 8.]H.ur WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF 2) MINIMUM NET CLEAR OPENING: 5.7 SQUARE FEET WITHSTANDING A HORIZONTAL LOAD OF 509 PER LINEAR FOOT EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENING SHALL HAVE MINIMUM NET SuildI.VOulghtfliatLoad 14,40B Btu/ Hour WITHOUT CONTACTING THE GLASS AND HAVE A CLEAR OPENING OF 5 SQUARE FEET Building and Dust tied Lead 14.408 SWIM— 3) MINIMUM NET CLEAR OPENING HEIGHT: 24 INCHES CROSS -SECTIONAL HEIGHT OF NOT LESS THAN li/27. 7) OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER 4) MINIMUM NET CLEAR OPENING WIDTH: 20 INCHES naudonum PAW 9quIpassudOutind 2D.297 B1.1Hn, ousem- --so.- MULTIPLE GLAZED PANELS IN ITEM #3, WHERE THE BOTTOM 5) MAXIMUM SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR EDGE OF THE GLASS IS 25' OR MORE ABOVE GRADE, A ROOF, 6) THE EMERGENCY ESCAPE AND RESCUE OPENINGS $HIALL BE OPERATIONAL WALKING SURFACES OR OTHER HORIZONTAL [WITHIN 45 FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL DEGREES OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS KNOWLEDGE. EXTERIOR 8) GLAZING IN IrEM #5 THAT IS MORE THAN 60", MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM 9) GLAZING IN 11EM #6, 36" OR MORE MEASURED HORIZONTALLY simple Heating Systamr!_ . allington, State FROM THE WALKING SURFACE. .�t_ja is a 10) GLAZING IN 11EM #7, IS PROTECTED BY GUARD COMPLY WITH J,rdS.ThIscAlnIMorw111dmft:uTM WIV, AQQA SECTION R312 AND THE PLANE OF THE GLAZING IS MORE THAN Plane IN out all *1 the lualun dMP-downs and boxes that are applicable to Your Point AS YOU Make Solelstlons in the dhop-downs for 4 18"FROMTHEGUARD vahasi bacell fib,you. "you do hot - the selection you reasi the drdin-d-infl.h., 91 .... Wiltth.VVSUErugyEs1 �060) 956,2042 for atuilmosint.. "ellhounni carleethobeni 10amfanKon..I,wl,�&R�b.-W�R.��l�[UNRE -W 12 l0HljbZ,'9iS.UeE0 Omelets Temperature Didl Temperature Differinas (&T) 46 Condit ad Fide, Area lc Wsbuts'... Ctrullll ... it Floor A- i.q 9) Average Celling 11.1ght ClldNoued V.I.- -rsmouou.. A-g. o.W.9 Height (ft) 13,416 U-Fe.tor X Arms as ILIA ,eWes F 7-7 89.00 Skullishts "motor X Arms - UA 1-offors 0.50 Auto LLFA.tor X An. me UA -od'" 140 Osman UWliz.bor X Are. UA .-W.. 1_ 27.81 Above areas Walla 0,� 4) "motor X Are. UA 1-di'm 1 0.056 67.68 pkid. ULF.O., X Arm. LIA oo29 F-17030 J 29.97 B111- Gred. Well. mU.-fl 0*401m, X A.. UA W-od.. ( ----- I .-. ==� No-ust". Slab sale. surd. pss,,"n F-facto, X UA stab On Smile 1-masen F-Factor X LIA dl ... [4 Location of Ducts DualliAskeD.Co. .1.19 Sumn of UA 144.26 Invoices Heat Lod I.M SwIH., 0 Air Leakage that Load SAM IN M., __-4. Building Design Meet Lead 13,761 SWIM., SuIldingencV.dHInlLowl 13.761 SWIM— Maximum Hut Equipment Output 19.285 B.)H.ur INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT VERTICALFENESTRATON AREA FROM EXTERIOR DOORS REFERENCE IRC 2015 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS 1) WHEN A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL BE PERMITTED TO BE A SIDE -HINGED DOOR OR A SLIDER 2) THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES DOOR SCHEDULE: UNIT B SIZE LABEL TYPE WIDT�_ F HEIGHT 11 SINGUE/PAIR FRAME MATERIAL AREA (SF) LOCATION U VALUE COMMENTS 11 SWING 3�0' 6-8.1 SINGLE T.B.D. INTERIOR 12 SWING V-611 6-81, SINGLE T.B.D. 13, SWING T41 V-91 SINGLE T.B.D. INTERIOR 14 - SLIDING V-U' 6-91 PAIR T.B.D. _TNTERIOR 15 SWING 2'-G' 6!-&' SINGLE T.B.D. INTERIOR 16 SLIDING G-O" 6'-V' PAI T.B.D. INTERIOR 17 SWING - 2'-6!' 6`41 SINGLE T.B.D. INTERIOR 18 SWING 2�13!' 6-8" SINGLE T.B.D. INTERIOR T.B.D. INTERIOR T.B.D. 20 EXTERIOR 0.30ORBETTER ENTRYDOOR T.B.D. STORAGE STORAGE DOOR T STORAGE STORAGE DOOR �20 SF 3)2) BOTTOM EDGE OF THE GLAZING IS LESS THAN 18- ABOVE Area p1guill FLOOR VERTITICAL FENESTRATION AREA FROM EX , TERIOR D I DORIS 2 - OS Contiftloned Fl.,Ahn 3)3) TOP EDGE OF GLAZING IS MORE THAN 3TABOVE FLOOR §.W. C�istlonaj Floor Aram (iq it) Awari Carl., Holght Cam it V 1 3)4) ONE OR MORE WALKING SURFACES ARE WITHIN 36", DIAMETER Slab mulov, Oned. F-Paolor X C:!n UA 2) DECORATIVE GLAZING IN ITEM #1, #2 OR #3 VERTICAL FEN ESTRATION AREA FROM WINDOWS 120. p�, " L�., 3) THERE IS AN INTERVENING WALL OR OTHER PERMANENT WINDOW NOTES: F-Fachar X r_L.V UA BARRIER BETWEEN THE DOOR AND THE GLAZING IN ITEM #2 NOTE A - SHALL BE DESIGNATED AS EMERGENCY ESCAPE AND RESCUE OPENING. SEE BELOW. U_dk. FOR UNITA III UNITE1. ENERGY CREDITS: 5A, 5B PER WSEC TABLE 406.2 VERTICAL FENESTRATION (WINDOWS & DOORS) GLAZING @ U-VALUE 0.30 OR BETTER NEW EXTERICR DOORS 0.30 OR BETTER FOR GLAZING VAULTED CEILING R38 ABOVE GMDE WALLS R-21 OR BETTER FLOOR JOISTS R30 OR BETTER ENERGY NOTES ALL SHOWERHEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE PROPOSED BUILDING SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. A MINIMUM Of 75 PERCENTOF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS IN ACCORDANCE WITH R404. LAMPS INSTALLED IN VAULTED CEILING SHALL BE IC RATED. EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE (1) PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE IN ACCORDANCE WITH R403.1 HOT WATER SYSTEM FOR UNIT A AND UNIT B: NORTIZ N-0751M-DVC GAS WATER HEATER WITH A EFOFO.82 HEATING SYSTEM: PRIMARY HEATING FOR THE UNIT A IS: GAS FIREPLACE INSERT, ENVIRO GAS INSERT, MODEL# T.B.D. IN WALL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. IN -FLOOR HEATING, MANUFACTURER & MODEL # T.B.D. DOOR SCHEDULE: UNIT A SIZE LABEL TYPE WIDTH HEIGHT SINGUE/PAIR FRAMEMATERIAL AREAISF) LOCATION U VALUE COMMENTS 2' 2, BEL I S ING 2'-N' 6�8" SINGLE T.B.D. NTERIOR �NTERIOR 2 SWING 2�6" SINGLE T.B.D. S ING 2'-N' 614. SINGLE T.B.D. INTERIOR 4 SWING Z-13" V-11" SINGLE T.B.D. INTERIOR 5 SWING T-1r, G.". SINGLE T.B.D. INTERIOR E.6i WSWING Z, _8" V-8" SINGLE T.B.D. INTERIOR 7 ING Z-6 " 1 f.� __�-8 SINGLE MELD, INTERIOR .:: 6_. IEF115. PAIR T.B.D. INTERIOR SLID NG 2�6" 6.4. SINGLE TIS.D. INTERIOR 1BAR DOOR SLING Z-G' V-9- SINGLE T.B.D. INTERIOR RN OOR_ SWING Y-W W.8.1 SINGLE I To. 20 EXTERIOR 0.30 OR BETTER I ENTRY DOOR WINDOW SCHEDULE: UNIT B Si LABEL TYPE WIDTH T "HEIGHT FRAMEMATERIAL AREA(SF) LOCATION UVALUE COMMENTS 12 CASEMENT 2!-W - V41 T.B.D. 10 0.30 OR BEITER SEENOTEA 13 CASEMENT 2'-G', W-01" T.B.D. 10 0.30 OR BETTER SEE NOTE A 14 CASEMENT 2�G' - c-Y' T.B.D. 10 0.30OR BETTER SAFETY 15 CASEMENT 2i-G, , N-Y, T.B.D. 10 0.30 OR BETTER 16, CASEMENT 2'-V' IV-Y' T.B.D. 10 0.30 OR BETTER I FIXED VAY, T.B.D. 20 0.30 OR BETTER 18 CASEMENT 2'4' W-Y" T.B.D. 10 0.30 OR BETTER 19 CASEMENT 2�6'- 4'41 T.B.D. 10 0.30 OR BETTER SEENOTEA 20' CASEMENT 21-G' W-Of` T.B.D. 10 0.3 21� CASEME T 2'-G' 4!4', T.B.D. 10 .230 OR BETTER ISEENOTEA I! ALL WORK V06CAL FENESTRATION AREA FROM WINDOWS= 110 SF TO FIELD NSPE ECTION F� CODE COMPLIAP mWRTRFA'nwFOR THE UNIT`1�1& _1_._.1__._.._.___.!_ ------ ----- _111 gERO�QLEARANCIE DIRECT VENT GAS FIREPLACE, MANUFACTURER & MODEL ft T.B.D. ih*�LL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. 5N4!1ObR HEATING, MANUFACTURER & MODEL # T.B.D. sit BMOENT WAM HEATWO 53: as AD th-adamidaWl Idlohnovink finUst, isetallssli Is lb. housi be mWt 1.75 GPM or I... All other I-vfty it=* " be ostedau 1.0 GPM or InO T shmuspulfirlInciption. h � sirkhamols.mad-th-l-vuhnsiflecove, or woUhl supply DUVV to all the units tbroullb "estral water loop Insulated withR-111 rol'im, pipsineell H2W 1 Ill DEVELOPMENT LLC h2irdwilmal (W8) 22UT48 U) LU C) UJ M L0 ry LUS 3: .0 QC> 0 c1f 25 U) C�l LL CD F_ C:> - CI6 C:� UJ OC) C:) 6 Lu c) W C)(.0 cf) C) U) 0 0 0 Ul C\I 2 (�D (z> LU W (D U-1 ry< I,-- < :z 0 !�e 0 RESUB MAR 0 7 2019 BUILDING DEPARTMEW crryorE')mO','Ds DOOR & WINDOW SCHEDULE & ENERGY CODE PROJECT MANAGER R% DRAWN BY CH __� 102=191 PERMITAPPUCATION A-5.1 / -Pleass refer to Table R406.2 for complete option descriptions an Average Calling Halght Pl) 114,406 MEASURED HORIZONTALLY AND IN A STRAIGHT LINE oininct and On "&Mot X Arma se UA 4) ALL GLAZING IN GUARDS AND RAILINGS, REGARDLESS OF AREA OR 0400 F 14.7 41DO HEIGHT ABOVE A WALKING SURFACE slivIlght 111-Fact., X Area me UA 5) ALL GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR Ir-od.. 0.60 FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, Insulation BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING Ali. tuisactor X Am se UA ....edare E��J Notal"s. POOLS. ua 6) ALL GLAZING ADJACENT TO STAIRS AND RAMPS single Reffin, or John: Vaulthad Cell"al 11-Ficke, X A- UA Nsa.� 28.711 7) GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WITHIN 60- Above Gnida Walla osUP" W. ".clar X Am UA HORIZONTAL ARC FROM THE TREAD NOSING AND THE GLAZING IS I- ... La===- 0 M 60.02 LESS THAN 36"ABOVE THE LANDING No.. tWactor X Ares LIA EXCEPTION: THE FOLLOWING ARE EXEMPT FROM BEING CONSIDERED TO Nseeft. tia a 0.029 WAS BE AT HAZARDOUS LOCATIONS: Below Brad. Wall. 0 "later X Am UA 1) GLAZED OPENINGS IN ITEM #1. OF SIZE SMALLER THAN 3- X2 SWING 3i-U' G-r. SINGLE PRESCRIPTIVE PATH REQUIREMENTS FOR 20 SWING T-O" U-91 SINGLE GROUPROCCUPANCY CLIMATEZONE: MARINE4 21 SWING T-U 64' 1 SINGLE DOOR NOTES ff) ULMLING IN I I EIVI lf2 WHERE ACCESS THROUGH THE DOOR IS A L ... tkoefo..h. CLOSET OR STORAGE AREA TOR LESS IN DEPTH 1-M... Duel Lawitages Comelsk 5) GLAZING IN ITEM 92, ADJACENT TO THE FIXED PANEL OF PATIO REFERENCE IRC 2015 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS nq 2,00 DOORS Sums of UA la&eiR 6) WHERE A HORIZONTAL RAIL IS INSTALLED ON TH E ACC ESS IBLE 1) AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN EACH Envelops Heat Lead 1,2S6 BWIH.1 SIDE(S) OF THE GLAZING IN ITEMO OR #6,34- TO 38" A13OVE THE SLEEPING ROOM Air Leakage Next Lead 7.202 8.]H.ur WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF 2) MINIMUM NET CLEAR OPENING: 5.7 SQUARE FEET WITHSTANDING A HORIZONTAL LOAD OF 509 PER LINEAR FOOT EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENING SHALL HAVE MINIMUM NET SuildI.VOulghtfliatLoad 14,40B Btu/ Hour WITHOUT CONTACTING THE GLASS AND HAVE A CLEAR OPENING OF 5 SQUARE FEET Building and Dust tied Lead 14.408 SWIM— 3) MINIMUM NET CLEAR OPENING HEIGHT: 24 INCHES CROSS -SECTIONAL HEIGHT OF NOT LESS THAN li/27. 7) OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER 4) MINIMUM NET CLEAR OPENING WIDTH: 20 INCHES naudonum PAW 9quIpassudOutind 2D.297 B1.1Hn, ousem- --so.- MULTIPLE GLAZED PANELS IN ITEM #3, WHERE THE BOTTOM 5) MAXIMUM SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR EDGE OF THE GLASS IS 25' OR MORE ABOVE GRADE, A ROOF, 6) THE EMERGENCY ESCAPE AND RESCUE OPENINGS $HIALL BE OPERATIONAL WALKING SURFACES OR OTHER HORIZONTAL [WITHIN 45 FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL DEGREES OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS KNOWLEDGE. EXTERIOR 8) GLAZING IN IrEM #5 THAT IS MORE THAN 60", MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM 9) GLAZING IN 11EM #6, 36" OR MORE MEASURED HORIZONTALLY simple Heating Systamr!_ . allington, State FROM THE WALKING SURFACE. .�t_ja is a 10) GLAZING IN 11EM #7, IS PROTECTED BY GUARD COMPLY WITH J,rdS.ThIscAlnIMorw111dmft:uTM WIV, AQQA SECTION R312 AND THE PLANE OF THE GLAZING IS MORE THAN Plane IN out all *1 the lualun dMP-downs and boxes that are applicable to Your Point AS YOU Make Solelstlons in the dhop-downs for 4 18"FROMTHEGUARD vahasi bacell fib,you. "you do hot - the selection you reasi the drdin-d-infl.h., 91 .... Wiltth.VVSUErugyEs1 �060) 956,2042 for atuilmosint.. "ellhounni carleethobeni 10amfanKon..I,wl,�&R�b.-W�R.��l�[UNRE -W 12 l0HljbZ,'9iS.UeE0 Omelets Temperature Didl Temperature Differinas (&T) 46 Condit ad Fide, Area lc Wsbuts'... Ctrullll ... it Floor A- i.q 9) Average Celling 11.1ght ClldNoued V.I.- -rsmouou.. A-g. o.W.9 Height (ft) 13,416 U-Fe.tor X Arms as ILIA ,eWes F 7-7 89.00 Skullishts "motor X Arms - UA 1-offors 0.50 Auto LLFA.tor X An. me UA -od'" 140 Osman UWliz.bor X Are. UA .-W.. 1_ 27.81 Above areas Walla 0,� 4) "motor X Are. UA 1-di'm 1 0.056 67.68 pkid. ULF.O., X Arm. LIA oo29 F-17030 J 29.97 B111- Gred. Well. mU.-fl 0*401m, X A.. UA W-od.. ( ----- I .-. ==� No-ust". Slab sale. surd. pss,,"n F-facto, X UA stab On Smile 1-masen F-Factor X LIA dl ... [4 Location of Ducts DualliAskeD.Co. .1.19 Sumn of UA 144.26 Invoices Heat Lod I.M SwIH., 0 Air Leakage that Load SAM IN M., __-4. Building Design Meet Lead 13,761 SWIM., SuIldingencV.dHInlLowl 13.761 SWIM— Maximum Hut Equipment Output 19.285 B.)H.ur INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT VERTICALFENESTRATON AREA FROM EXTERIOR DOORS REFERENCE IRC 2015 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS 1) WHEN A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL BE PERMITTED TO BE A SIDE -HINGED DOOR OR A SLIDER 2) THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES DOOR SCHEDULE: UNIT B SIZE LABEL TYPE WIDT�_ F HEIGHT 11 SINGUE/PAIR FRAME MATERIAL AREA (SF) LOCATION U VALUE COMMENTS 11 SWING 3�0' 6-8.1 SINGLE T.B.D. INTERIOR 12 SWING V-611 6-81, SINGLE T.B.D. 13, SWING T41 V-91 SINGLE T.B.D. INTERIOR 14 - SLIDING V-U' 6-91 PAIR T.B.D. _TNTERIOR 15 SWING 2'-G' 6!-&' SINGLE T.B.D. INTERIOR 16 SLIDING G-O" 6'-V' PAI T.B.D. INTERIOR 17 SWING - 2'-6!' 6`41 SINGLE T.B.D. INTERIOR 18 SWING 2�13!' 6-8" SINGLE T.B.D. INTERIOR T.B.D. INTERIOR T.B.D. 20 EXTERIOR 0.30ORBETTER ENTRYDOOR T.B.D. STORAGE STORAGE DOOR T STORAGE STORAGE DOOR �20 SF 3)2) BOTTOM EDGE OF THE GLAZING IS LESS THAN 18- ABOVE Area p1guill FLOOR VERTITICAL FENESTRATION AREA FROM EX , TERIOR D I DORIS 2 - OS Contiftloned Fl.,Ahn 3)3) TOP EDGE OF GLAZING IS MORE THAN 3TABOVE FLOOR §.W. C�istlonaj Floor Aram (iq it) Awari Carl., Holght Cam it V 1 3)4) ONE OR MORE WALKING SURFACES ARE WITHIN 36", DIAMETER Slab mulov, Oned. F-Paolor X C:!n UA 2) DECORATIVE GLAZING IN ITEM #1, #2 OR #3 VERTICAL FEN ESTRATION AREA FROM WINDOWS 120. p�, " L�., 3) THERE IS AN INTERVENING WALL OR OTHER PERMANENT WINDOW NOTES: F-Fachar X r_L.V UA BARRIER BETWEEN THE DOOR AND THE GLAZING IN ITEM #2 NOTE A - SHALL BE DESIGNATED AS EMERGENCY ESCAPE AND RESCUE OPENING. SEE BELOW. U_dk. FOR UNITA III UNITE1. ENERGY CREDITS: 5A, 5B PER WSEC TABLE 406.2 VERTICAL FENESTRATION (WINDOWS & DOORS) GLAZING @ U-VALUE 0.30 OR BETTER NEW EXTERICR DOORS 0.30 OR BETTER FOR GLAZING VAULTED CEILING R38 ABOVE GMDE WALLS R-21 OR BETTER FLOOR JOISTS R30 OR BETTER ENERGY NOTES ALL SHOWERHEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE PROPOSED BUILDING SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. A MINIMUM Of 75 PERCENTOF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS IN ACCORDANCE WITH R404. LAMPS INSTALLED IN VAULTED CEILING SHALL BE IC RATED. EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE (1) PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE IN ACCORDANCE WITH R403.1 HOT WATER SYSTEM FOR UNIT A AND UNIT B: NORTIZ N-0751M-DVC GAS WATER HEATER WITH A EFOFO.82 HEATING SYSTEM: PRIMARY HEATING FOR THE UNIT A IS: GAS FIREPLACE INSERT, ENVIRO GAS INSERT, MODEL# T.B.D. IN WALL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. IN -FLOOR HEATING, MANUFACTURER & MODEL # T.B.D. DOOR SCHEDULE: UNIT A SIZE LABEL TYPE WIDTH HEIGHT SINGUE/PAIR FRAMEMATERIAL AREAISF) LOCATION U VALUE COMMENTS 2' 2, BEL I S ING 2'-N' 6�8" SINGLE T.B.D. NTERIOR �NTERIOR 2 SWING 2�6" SINGLE T.B.D. S ING 2'-N' 614. SINGLE T.B.D. INTERIOR 4 SWING Z-13" V-11" SINGLE T.B.D. INTERIOR 5 SWING T-1r, G.". SINGLE T.B.D. INTERIOR E.6i WSWING Z, _8" V-8" SINGLE T.B.D. INTERIOR 7 ING Z-6 " 1 f.� __�-8 SINGLE MELD, INTERIOR .:: 6_. IEF115. PAIR T.B.D. INTERIOR SLID NG 2�6" 6.4. SINGLE TIS.D. INTERIOR 1BAR DOOR SLING Z-G' V-9- SINGLE T.B.D. INTERIOR RN OOR_ SWING Y-W W.8.1 SINGLE I To. 20 EXTERIOR 0.30 OR BETTER I ENTRY DOOR WINDOW SCHEDULE: UNIT B Si LABEL TYPE WIDTH T "HEIGHT FRAMEMATERIAL AREA(SF) LOCATION UVALUE COMMENTS 12 CASEMENT 2!-W - V41 T.B.D. 10 0.30 OR BEITER SEENOTEA 13 CASEMENT 2'-G', W-01" T.B.D. 10 0.30 OR BETTER SEE NOTE A 14 CASEMENT 2�G' - c-Y' T.B.D. 10 0.30OR BETTER SAFETY 15 CASEMENT 2i-G, , N-Y, T.B.D. 10 0.30 OR BETTER 16, CASEMENT 2'-V' IV-Y' T.B.D. 10 0.30 OR BETTER I FIXED VAY, T.B.D. 20 0.30 OR BETTER 18 CASEMENT 2'4' W-Y" T.B.D. 10 0.30 OR BETTER 19 CASEMENT 2�6'- 4'41 T.B.D. 10 0.30 OR BETTER SEENOTEA 20' CASEMENT 21-G' W-Of` T.B.D. 10 0.3 21� CASEME T 2'-G' 4!4', T.B.D. 10 .230 OR BETTER ISEENOTEA I! ALL WORK V06CAL FENESTRATION AREA FROM WINDOWS= 110 SF TO FIELD NSPE ECTION F� CODE COMPLIAP mWRTRFA'nwFOR THE UNIT`1�1& _1_._.1__._.._.___.!_ ------ ----- _111 gERO�QLEARANCIE DIRECT VENT GAS FIREPLACE, MANUFACTURER & MODEL ft T.B.D. ih*�LL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. 5N4!1ObR HEATING, MANUFACTURER & MODEL # T.B.D. sit BMOENT WAM HEATWO 53: as AD th-adamidaWl Idlohnovink finUst, isetallssli Is lb. housi be mWt 1.75 GPM or I... All other I-vfty it=* " be ostedau 1.0 GPM or InO T shmuspulfirlInciption. h � sirkhamols.mad-th-l-vuhnsiflecove, or woUhl supply DUVV to all the units tbroullb "estral water loop Insulated withR-111 rol'im, pipsineell H2W 1 Ill DEVELOPMENT LLC h2irdwilmal (W8) 22UT48 U) LU C) UJ M L0 ry LUS 3: .0 QC> 0 c1f 25 U) C�l LL CD F_ C:> - CI6 C:� UJ OC) C:) 6 Lu c) W C)(.0 cf) C) U) 0 0 0 Ul C\I 2 (�D (z> LU W (D U-1 ry< I,-- < :z 0 !�e 0 RESUB MAR 0 7 2019 BUILDING DEPARTMEW crryorE')mO','Ds DOOR & WINDOW SCHEDULE & ENERGY CODE PROJECT MANAGER R% DRAWN BY CH __� 102=191 PERMITAPPUCATION A-5.1 / -Pleass refer to Table R406.2 for complete option descriptions DOOR NOTES ff) ULMLING IN I I EIVI lf2 WHERE ACCESS THROUGH THE DOOR IS A L ... tkoefo..h. CLOSET OR STORAGE AREA TOR LESS IN DEPTH 1-M... Duel Lawitages Comelsk 5) GLAZING IN ITEM 92, ADJACENT TO THE FIXED PANEL OF PATIO REFERENCE IRC 2015 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS nq 2,00 DOORS Sums of UA la&eiR 6) WHERE A HORIZONTAL RAIL IS INSTALLED ON TH E ACC ESS IBLE 1) AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN EACH Envelops Heat Lead 1,2S6 BWIH.1 SIDE(S) OF THE GLAZING IN ITEMO OR #6,34- TO 38" A13OVE THE SLEEPING ROOM Air Leakage Next Lead 7.202 8.]H.ur WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF 2) MINIMUM NET CLEAR OPENING: 5.7 SQUARE FEET WITHSTANDING A HORIZONTAL LOAD OF 509 PER LINEAR FOOT EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENING SHALL HAVE MINIMUM NET SuildI.VOulghtfliatLoad 14,40B Btu/ Hour WITHOUT CONTACTING THE GLASS AND HAVE A CLEAR OPENING OF 5 SQUARE FEET Building and Dust tied Lead 14.408 SWIM— 3) MINIMUM NET CLEAR OPENING HEIGHT: 24 INCHES CROSS -SECTIONAL HEIGHT OF NOT LESS THAN li/27. 7) OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER 4) MINIMUM NET CLEAR OPENING WIDTH: 20 INCHES naudonum PAW 9quIpassudOutind 2D.297 B1.1Hn, ousem- --so.- MULTIPLE GLAZED PANELS IN ITEM #3, WHERE THE BOTTOM 5) MAXIMUM SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR EDGE OF THE GLASS IS 25' OR MORE ABOVE GRADE, A ROOF, 6) THE EMERGENCY ESCAPE AND RESCUE OPENINGS $HIALL BE OPERATIONAL WALKING SURFACES OR OTHER HORIZONTAL [WITHIN 45 FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL DEGREES OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS KNOWLEDGE. EXTERIOR 8) GLAZING IN IrEM #5 THAT IS MORE THAN 60", MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM 9) GLAZING IN 11EM #6, 36" OR MORE MEASURED HORIZONTALLY simple Heating Systamr!_ . allington, State FROM THE WALKING SURFACE. .�t_ja is a 10) GLAZING IN 11EM #7, IS PROTECTED BY GUARD COMPLY WITH J,rdS.ThIscAlnIMorw111dmft:uTM WIV, AQQA SECTION R312 AND THE PLANE OF THE GLAZING IS MORE THAN Plane IN out all *1 the lualun dMP-downs and boxes that are applicable to Your Point AS YOU Make Solelstlons in the dhop-downs for 4 18"FROMTHEGUARD vahasi bacell fib,you. "you do hot - the selection you reasi the drdin-d-infl.h., 91 .... Wiltth.VVSUErugyEs1 �060) 956,2042 for atuilmosint.. "ellhounni carleethobeni 10amfanKon..I,wl,�&R�b.-W�R.��l�[UNRE -W 12 l0HljbZ,'9iS.UeE0 Omelets Temperature Didl Temperature Differinas (&T) 46 Condit ad Fide, Area lc Wsbuts'... Ctrullll ... it Floor A- i.q 9) Average Celling 11.1ght ClldNoued V.I.- -rsmouou.. A-g. o.W.9 Height (ft) 13,416 U-Fe.tor X Arms as ILIA ,eWes F 7-7 89.00 Skullishts "motor X Arms - UA 1-offors 0.50 Auto LLFA.tor X An. me UA -od'" 140 Osman UWliz.bor X Are. UA .-W.. 1_ 27.81 Above areas Walla 0,� 4) "motor X Are. UA 1-di'm 1 0.056 67.68 pkid. ULF.O., X Arm. LIA oo29 F-17030 J 29.97 B111- Gred. Well. mU.-fl 0*401m, X A.. UA W-od.. ( ----- I .-. ==� No-ust". Slab sale. surd. pss,,"n F-facto, X UA stab On Smile 1-masen F-Factor X LIA dl ... [4 Location of Ducts DualliAskeD.Co. .1.19 Sumn of UA 144.26 Invoices Heat Lod I.M SwIH., 0 Air Leakage that Load SAM IN M., __-4. Building Design Meet Lead 13,761 SWIM., SuIldingencV.dHInlLowl 13.761 SWIM— Maximum Hut Equipment Output 19.285 B.)H.ur INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT VERTICALFENESTRATON AREA FROM EXTERIOR DOORS REFERENCE IRC 2015 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS 1) WHEN A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL BE PERMITTED TO BE A SIDE -HINGED DOOR OR A SLIDER 2) THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES DOOR SCHEDULE: UNIT B SIZE LABEL TYPE WIDT�_ F HEIGHT 11 SINGUE/PAIR FRAME MATERIAL AREA (SF) LOCATION U VALUE COMMENTS 11 SWING 3�0' 6-8.1 SINGLE T.B.D. INTERIOR 12 SWING V-611 6-81, SINGLE T.B.D. 13, SWING T41 V-91 SINGLE T.B.D. INTERIOR 14 - SLIDING V-U' 6-91 PAIR T.B.D. _TNTERIOR 15 SWING 2'-G' 6!-&' SINGLE T.B.D. INTERIOR 16 SLIDING G-O" 6'-V' PAI T.B.D. INTERIOR 17 SWING - 2'-6!' 6`41 SINGLE T.B.D. INTERIOR 18 SWING 2�13!' 6-8" SINGLE T.B.D. INTERIOR T.B.D. INTERIOR T.B.D. 20 EXTERIOR 0.30ORBETTER ENTRYDOOR T.B.D. STORAGE STORAGE DOOR T STORAGE STORAGE DOOR �20 SF 3)2) BOTTOM EDGE OF THE GLAZING IS LESS THAN 18- ABOVE Area p1guill FLOOR VERTITICAL FENESTRATION AREA FROM EX , TERIOR D I DORIS 2 - OS Contiftloned Fl.,Ahn 3)3) TOP EDGE OF GLAZING IS MORE THAN 3TABOVE FLOOR §.W. C�istlonaj Floor Aram (iq it) Awari Carl., Holght Cam it V 1 3)4) ONE OR MORE WALKING SURFACES ARE WITHIN 36", DIAMETER Slab mulov, Oned. F-Paolor X C:!n UA 2) DECORATIVE GLAZING IN ITEM #1, #2 OR #3 VERTICAL FEN ESTRATION AREA FROM WINDOWS 120. p�, " L�., 3) THERE IS AN INTERVENING WALL OR OTHER PERMANENT WINDOW NOTES: F-Fachar X r_L.V UA BARRIER BETWEEN THE DOOR AND THE GLAZING IN ITEM #2 NOTE A - SHALL BE DESIGNATED AS EMERGENCY ESCAPE AND RESCUE OPENING. SEE BELOW. U_dk. FOR UNITA III UNITE1. ENERGY CREDITS: 5A, 5B PER WSEC TABLE 406.2 VERTICAL FENESTRATION (WINDOWS & DOORS) GLAZING @ U-VALUE 0.30 OR BETTER NEW EXTERICR DOORS 0.30 OR BETTER FOR GLAZING VAULTED CEILING R38 ABOVE GMDE WALLS R-21 OR BETTER FLOOR JOISTS R30 OR BETTER ENERGY NOTES ALL SHOWERHEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE PROPOSED BUILDING SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. A MINIMUM Of 75 PERCENTOF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS IN ACCORDANCE WITH R404. LAMPS INSTALLED IN VAULTED CEILING SHALL BE IC RATED. EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE (1) PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE IN ACCORDANCE WITH R403.1 HOT WATER SYSTEM FOR UNIT A AND UNIT B: NORTIZ N-0751M-DVC GAS WATER HEATER WITH A EFOFO.82 HEATING SYSTEM: PRIMARY HEATING FOR THE UNIT A IS: GAS FIREPLACE INSERT, ENVIRO GAS INSERT, MODEL# T.B.D. IN WALL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. IN -FLOOR HEATING, MANUFACTURER & MODEL # T.B.D. DOOR SCHEDULE: UNIT A SIZE LABEL TYPE WIDTH HEIGHT SINGUE/PAIR FRAMEMATERIAL AREAISF) LOCATION U VALUE COMMENTS 2' 2, BEL I S ING 2'-N' 6�8" SINGLE T.B.D. NTERIOR �NTERIOR 2 SWING 2�6" SINGLE T.B.D. S ING 2'-N' 614. SINGLE T.B.D. INTERIOR 4 SWING Z-13" V-11" SINGLE T.B.D. INTERIOR 5 SWING T-1r, G.". SINGLE T.B.D. INTERIOR E.6i WSWING Z, _8" V-8" SINGLE T.B.D. INTERIOR 7 ING Z-6 " 1 f.� __�-8 SINGLE MELD, INTERIOR .:: 6_. IEF115. PAIR T.B.D. INTERIOR SLID NG 2�6" 6.4. SINGLE TIS.D. INTERIOR 1BAR DOOR SLING Z-G' V-9- SINGLE T.B.D. INTERIOR RN OOR_ SWING Y-W W.8.1 SINGLE I To. 20 EXTERIOR 0.30 OR BETTER I ENTRY DOOR WINDOW SCHEDULE: UNIT B Si LABEL TYPE WIDTH T "HEIGHT FRAMEMATERIAL AREA(SF) LOCATION UVALUE COMMENTS 12 CASEMENT 2!-W - V41 T.B.D. 10 0.30 OR BEITER SEENOTEA 13 CASEMENT 2'-G', W-01" T.B.D. 10 0.30 OR BETTER SEE NOTE A 14 CASEMENT 2�G' - c-Y' T.B.D. 10 0.30OR BETTER SAFETY 15 CASEMENT 2i-G, , N-Y, T.B.D. 10 0.30 OR BETTER 16, CASEMENT 2'-V' IV-Y' T.B.D. 10 0.30 OR BETTER I FIXED VAY, T.B.D. 20 0.30 OR BETTER 18 CASEMENT 2'4' W-Y" T.B.D. 10 0.30 OR BETTER 19 CASEMENT 2�6'- 4'41 T.B.D. 10 0.30 OR BETTER SEENOTEA 20' CASEMENT 21-G' W-Of` T.B.D. 10 0.3 21� CASEME T 2'-G' 4!4', T.B.D. 10 .230 OR BETTER ISEENOTEA I! ALL WORK V06CAL FENESTRATION AREA FROM WINDOWS= 110 SF TO FIELD NSPE ECTION F� CODE COMPLIAP mWRTRFA'nwFOR THE UNIT`1�1& _1_._.1__._.._.___.!_ ------ ----- _111 gERO�QLEARANCIE DIRECT VENT GAS FIREPLACE, MANUFACTURER & MODEL ft T.B.D. ih*�LL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. 5N4!1ObR HEATING, MANUFACTURER & MODEL # T.B.D. sit BMOENT WAM HEATWO 53: as AD th-adamidaWl Idlohnovink finUst, isetallssli Is lb. housi be mWt 1.75 GPM or I... All other I-vfty it=* " be ostedau 1.0 GPM or InO T shmuspulfirlInciption. h � sirkhamols.mad-th-l-vuhnsiflecove, or woUhl supply DUVV to all the units tbroullb "estral water loop Insulated withR-111 rol'im, pipsineell H2W 1 Ill DEVELOPMENT LLC h2irdwilmal (W8) 22UT48 U) LU C) UJ M L0 ry LUS 3: .0 QC> 0 c1f 25 U) C�l LL CD F_ C:> - CI6 C:� UJ OC) C:) 6 Lu c) W C)(.0 cf) C) U) 0 0 0 Ul C\I 2 (�D (z> LU W (D U-1 ry< I,-- < :z 0 !�e 0 RESUB MAR 0 7 2019 BUILDING DEPARTMEW crryorE')mO','Ds DOOR & WINDOW SCHEDULE & ENERGY CODE PROJECT MANAGER R% DRAWN BY CH __� 102=191 PERMITAPPUCATION A-5.1 / -Pleass refer to Table R406.2 for complete option descriptions ff) ULMLING IN I I EIVI lf2 WHERE ACCESS THROUGH THE DOOR IS A L ... tkoefo..h. CLOSET OR STORAGE AREA TOR LESS IN DEPTH 1-M... Duel Lawitages Comelsk 5) GLAZING IN ITEM 92, ADJACENT TO THE FIXED PANEL OF PATIO REFERENCE IRC 2015 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS nq 2,00 DOORS Sums of UA la&eiR 6) WHERE A HORIZONTAL RAIL IS INSTALLED ON TH E ACC ESS IBLE 1) AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN EACH Envelops Heat Lead 1,2S6 BWIH.1 SIDE(S) OF THE GLAZING IN ITEMO OR #6,34- TO 38" A13OVE THE SLEEPING ROOM Air Leakage Next Lead 7.202 8.]H.ur WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF 2) MINIMUM NET CLEAR OPENING: 5.7 SQUARE FEET WITHSTANDING A HORIZONTAL LOAD OF 509 PER LINEAR FOOT EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENING SHALL HAVE MINIMUM NET SuildI.VOulghtfliatLoad 14,40B Btu/ Hour WITHOUT CONTACTING THE GLASS AND HAVE A CLEAR OPENING OF 5 SQUARE FEET Building and Dust tied Lead 14.408 SWIM— 3) MINIMUM NET CLEAR OPENING HEIGHT: 24 INCHES CROSS -SECTIONAL HEIGHT OF NOT LESS THAN li/27. 7) OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER 4) MINIMUM NET CLEAR OPENING WIDTH: 20 INCHES naudonum PAW 9quIpassudOutind 2D.297 B1.1Hn, ousem- --so.- MULTIPLE GLAZED PANELS IN ITEM #3, WHERE THE BOTTOM 5) MAXIMUM SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR EDGE OF THE GLASS IS 25' OR MORE ABOVE GRADE, A ROOF, 6) THE EMERGENCY ESCAPE AND RESCUE OPENINGS $HIALL BE OPERATIONAL WALKING SURFACES OR OTHER HORIZONTAL [WITHIN 45 FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL DEGREES OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS KNOWLEDGE. EXTERIOR 8) GLAZING IN IrEM #5 THAT IS MORE THAN 60", MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM 9) GLAZING IN 11EM #6, 36" OR MORE MEASURED HORIZONTALLY simple Heating Systamr!_ . allington, State FROM THE WALKING SURFACE. .�t_ja is a 10) GLAZING IN 11EM #7, IS PROTECTED BY GUARD COMPLY WITH J,rdS.ThIscAlnIMorw111dmft:uTM WIV, AQQA SECTION R312 AND THE PLANE OF THE GLAZING IS MORE THAN Plane IN out all *1 the lualun dMP-downs and boxes that are applicable to Your Point AS YOU Make Solelstlons in the dhop-downs for 4 18"FROMTHEGUARD vahasi bacell fib,you. "you do hot - the selection you reasi the drdin-d-infl.h., 91 .... Wiltth.VVSUErugyEs1 �060) 956,2042 for atuilmosint.. "ellhounni carleethobeni 10amfanKon..I,wl,�&R�b.-W�R.��l�[UNRE -W 12 l0HljbZ,'9iS.UeE0 Omelets Temperature Didl Temperature Differinas (&T) 46 Condit ad Fide, Area lc Wsbuts'... Ctrullll ... it Floor A- i.q 9) Average Celling 11.1ght ClldNoued V.I.- -rsmouou.. A-g. o.W.9 Height (ft) 13,416 U-Fe.tor X Arms as ILIA ,eWes F 7-7 89.00 Skullishts "motor X Arms - UA 1-offors 0.50 Auto LLFA.tor X An. me UA -od'" 140 Osman UWliz.bor X Are. UA .-W.. 1_ 27.81 Above areas Walla 0,� 4) "motor X Are. UA 1-di'm 1 0.056 67.68 pkid. ULF.O., X Arm. LIA oo29 F-17030 J 29.97 B111- Gred. Well. mU.-fl 0*401m, X A.. UA W-od.. ( ----- I .-. ==� No-ust". Slab sale. surd. pss,,"n F-facto, X UA stab On Smile 1-masen F-Factor X LIA dl ... [4 Location of Ducts DualliAskeD.Co. .1.19 Sumn of UA 144.26 Invoices Heat Lod I.M SwIH., 0 Air Leakage that Load SAM IN M., __-4. Building Design Meet Lead 13,761 SWIM., SuIldingencV.dHInlLowl 13.761 SWIM— Maximum Hut Equipment Output 19.285 B.)H.ur INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT VERTICALFENESTRATON AREA FROM EXTERIOR DOORS REFERENCE IRC 2015 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS 1) WHEN A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL BE PERMITTED TO BE A SIDE -HINGED DOOR OR A SLIDER 2) THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES DOOR SCHEDULE: UNIT B SIZE LABEL TYPE WIDT�_ F HEIGHT 11 SINGUE/PAIR FRAME MATERIAL AREA (SF) LOCATION U VALUE COMMENTS 11 SWING 3�0' 6-8.1 SINGLE T.B.D. INTERIOR 12 SWING V-611 6-81, SINGLE T.B.D. 13, SWING T41 V-91 SINGLE T.B.D. INTERIOR 14 - SLIDING V-U' 6-91 PAIR T.B.D. _TNTERIOR 15 SWING 2'-G' 6!-&' SINGLE T.B.D. INTERIOR 16 SLIDING G-O" 6'-V' PAI T.B.D. INTERIOR 17 SWING - 2'-6!' 6`41 SINGLE T.B.D. INTERIOR 18 SWING 2�13!' 6-8" SINGLE T.B.D. INTERIOR T.B.D. INTERIOR T.B.D. 20 EXTERIOR 0.30ORBETTER ENTRYDOOR T.B.D. STORAGE STORAGE DOOR T STORAGE STORAGE DOOR �20 SF 3)2) BOTTOM EDGE OF THE GLAZING IS LESS THAN 18- ABOVE Area p1guill FLOOR VERTITICAL FENESTRATION AREA FROM EX , TERIOR D I DORIS 2 - OS Contiftloned Fl.,Ahn 3)3) TOP EDGE OF GLAZING IS MORE THAN 3TABOVE FLOOR §.W. C�istlonaj Floor Aram (iq it) Awari Carl., Holght Cam it V 1 3)4) ONE OR MORE WALKING SURFACES ARE WITHIN 36", DIAMETER Slab mulov, Oned. F-Paolor X C:!n UA 2) DECORATIVE GLAZING IN ITEM #1, #2 OR #3 VERTICAL FEN ESTRATION AREA FROM WINDOWS 120. p�, " L�., 3) THERE IS AN INTERVENING WALL OR OTHER PERMANENT WINDOW NOTES: F-Fachar X r_L.V UA BARRIER BETWEEN THE DOOR AND THE GLAZING IN ITEM #2 NOTE A - SHALL BE DESIGNATED AS EMERGENCY ESCAPE AND RESCUE OPENING. SEE BELOW. U_dk. FOR UNITA III UNITE1. ENERGY CREDITS: 5A, 5B PER WSEC TABLE 406.2 VERTICAL FENESTRATION (WINDOWS & DOORS) GLAZING @ U-VALUE 0.30 OR BETTER NEW EXTERICR DOORS 0.30 OR BETTER FOR GLAZING VAULTED CEILING R38 ABOVE GMDE WALLS R-21 OR BETTER FLOOR JOISTS R30 OR BETTER ENERGY NOTES ALL SHOWERHEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE PROPOSED BUILDING SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. A MINIMUM Of 75 PERCENTOF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS IN ACCORDANCE WITH R404. LAMPS INSTALLED IN VAULTED CEILING SHALL BE IC RATED. EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE (1) PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE IN ACCORDANCE WITH R403.1 HOT WATER SYSTEM FOR UNIT A AND UNIT B: NORTIZ N-0751M-DVC GAS WATER HEATER WITH A EFOFO.82 HEATING SYSTEM: PRIMARY HEATING FOR THE UNIT A IS: GAS FIREPLACE INSERT, ENVIRO GAS INSERT, MODEL# T.B.D. IN WALL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. IN -FLOOR HEATING, MANUFACTURER & MODEL # T.B.D. DOOR SCHEDULE: UNIT A SIZE LABEL TYPE WIDTH HEIGHT SINGUE/PAIR FRAMEMATERIAL AREAISF) LOCATION U VALUE COMMENTS 2' 2, BEL I S ING 2'-N' 6�8" SINGLE T.B.D. NTERIOR �NTERIOR 2 SWING 2�6" SINGLE T.B.D. S ING 2'-N' 614. SINGLE T.B.D. INTERIOR 4 SWING Z-13" V-11" SINGLE T.B.D. INTERIOR 5 SWING T-1r, G.". SINGLE T.B.D. INTERIOR E.6i WSWING Z, _8" V-8" SINGLE T.B.D. INTERIOR 7 ING Z-6 " 1 f.� __�-8 SINGLE MELD, INTERIOR .:: 6_. IEF115. PAIR T.B.D. INTERIOR SLID NG 2�6" 6.4. SINGLE TIS.D. INTERIOR 1BAR DOOR SLING Z-G' V-9- SINGLE T.B.D. INTERIOR RN OOR_ SWING Y-W W.8.1 SINGLE I To. 20 EXTERIOR 0.30 OR BETTER I ENTRY DOOR WINDOW SCHEDULE: UNIT B Si LABEL TYPE WIDTH T "HEIGHT FRAMEMATERIAL AREA(SF) LOCATION UVALUE COMMENTS 12 CASEMENT 2!-W - V41 T.B.D. 10 0.30 OR BEITER SEENOTEA 13 CASEMENT 2'-G', W-01" T.B.D. 10 0.30 OR BETTER SEE NOTE A 14 CASEMENT 2�G' - c-Y' T.B.D. 10 0.30OR BETTER SAFETY 15 CASEMENT 2i-G, , N-Y, T.B.D. 10 0.30 OR BETTER 16, CASEMENT 2'-V' IV-Y' T.B.D. 10 0.30 OR BETTER I FIXED VAY, T.B.D. 20 0.30 OR BETTER 18 CASEMENT 2'4' W-Y" T.B.D. 10 0.30 OR BETTER 19 CASEMENT 2�6'- 4'41 T.B.D. 10 0.30 OR BETTER SEENOTEA 20' CASEMENT 21-G' W-Of` T.B.D. 10 0.3 21� CASEME T 2'-G' 4!4', T.B.D. 10 .230 OR BETTER ISEENOTEA I! ALL WORK V06CAL FENESTRATION AREA FROM WINDOWS= 110 SF TO FIELD NSPE ECTION F� CODE COMPLIAP mWRTRFA'nwFOR THE UNIT`1�1& _1_._.1__._.._.___.!_ ------ ----- _111 gERO�QLEARANCIE DIRECT VENT GAS FIREPLACE, MANUFACTURER & MODEL ft T.B.D. ih*�LL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. 5N4!1ObR HEATING, MANUFACTURER & MODEL # T.B.D. sit BMOENT WAM HEATWO 53: as AD th-adamidaWl Idlohnovink finUst, isetallssli Is lb. housi be mWt 1.75 GPM or I... All other I-vfty it=* " be ostedau 1.0 GPM or InO T shmuspulfirlInciption. h � sirkhamols.mad-th-l-vuhnsiflecove, or woUhl supply DUVV to all the units tbroullb "estral water loop Insulated withR-111 rol'im, pipsineell H2W 1 Ill DEVELOPMENT LLC h2irdwilmal (W8) 22UT48 U) LU C) UJ M L0 ry LUS 3: .0 QC> 0 c1f 25 U) C�l LL CD F_ C:> - CI6 C:� UJ OC) C:) 6 Lu c) W C)(.0 cf) C) U) 0 0 0 Ul C\I 2 (�D (z> LU W (D U-1 ry< I,-- < :z 0 !�e 0 RESUB MAR 0 7 2019 BUILDING DEPARTMEW crryorE')mO','Ds DOOR & WINDOW SCHEDULE & ENERGY CODE PROJECT MANAGER R% DRAWN BY CH __� 102=191 PERMITAPPUCATION A-5.1 / -Pleass refer to Table R406.2 for complete option descriptions "ellhounni carleethobeni 10amfanKon..I,wl,�&R�b.-W�R.��l�[UNRE -W 12 l0HljbZ,'9iS.UeE0 Omelets Temperature Didl Temperature Differinas (&T) 46 Condit ad Fide, Area lc Wsbuts'... Ctrullll ... it Floor A- i.q 9) Average Celling 11.1ght ClldNoued V.I.- -rsmouou.. A-g. o.W.9 Height (ft) 13,416 U-Fe.tor X Arms as ILIA ,eWes F 7-7 89.00 Skullishts "motor X Arms - UA 1-offors 0.50 Auto LLFA.tor X An. me UA -od'" 140 Osman UWliz.bor X Are. UA .-W.. 1_ 27.81 Above areas Walla 0,� 4) "motor X Are. UA 1-di'm 1 0.056 67.68 pkid. ULF.O., X Arm. LIA oo29 F-17030 J 29.97 B111- Gred. Well. mU.-fl 0*401m, X A.. UA W-od.. ( ----- I .-. ==� No-ust". Slab sale. surd. pss,,"n F-facto, X UA stab On Smile 1-masen F-Factor X LIA dl ... [4 Location of Ducts DualliAskeD.Co. .1.19 Sumn of UA 144.26 Invoices Heat Lod I.M SwIH., 0 Air Leakage that Load SAM IN M., __-4. Building Design Meet Lead 13,761 SWIM., SuIldingencV.dHInlLowl 13.761 SWIM— Maximum Hut Equipment Output 19.285 B.)H.ur INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT VERTICALFENESTRATON AREA FROM EXTERIOR DOORS REFERENCE IRC 2015 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS 1) WHEN A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL BE PERMITTED TO BE A SIDE -HINGED DOOR OR A SLIDER 2) THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES DOOR SCHEDULE: UNIT B SIZE LABEL TYPE WIDT�_ F HEIGHT 11 SINGUE/PAIR FRAME MATERIAL AREA (SF) LOCATION U VALUE COMMENTS 11 SWING 3�0' 6-8.1 SINGLE T.B.D. INTERIOR 12 SWING V-611 6-81, SINGLE T.B.D. 13, SWING T41 V-91 SINGLE T.B.D. INTERIOR 14 - SLIDING V-U' 6-91 PAIR T.B.D. _TNTERIOR 15 SWING 2'-G' 6!-&' SINGLE T.B.D. INTERIOR 16 SLIDING G-O" 6'-V' PAI T.B.D. INTERIOR 17 SWING - 2'-6!' 6`41 SINGLE T.B.D. INTERIOR 18 SWING 2�13!' 6-8" SINGLE T.B.D. INTERIOR T.B.D. INTERIOR T.B.D. 20 EXTERIOR 0.30ORBETTER ENTRYDOOR T.B.D. STORAGE STORAGE DOOR T STORAGE STORAGE DOOR �20 SF 3)2) BOTTOM EDGE OF THE GLAZING IS LESS THAN 18- ABOVE Area p1guill FLOOR VERTITICAL FENESTRATION AREA FROM EX , TERIOR D I DORIS 2 - OS Contiftloned Fl.,Ahn 3)3) TOP EDGE OF GLAZING IS MORE THAN 3TABOVE FLOOR §.W. C�istlonaj Floor Aram (iq it) Awari Carl., Holght Cam it V 1 3)4) ONE OR MORE WALKING SURFACES ARE WITHIN 36", DIAMETER Slab mulov, Oned. F-Paolor X C:!n UA 2) DECORATIVE GLAZING IN ITEM #1, #2 OR #3 VERTICAL FEN ESTRATION AREA FROM WINDOWS 120. p�, " L�., 3) THERE IS AN INTERVENING WALL OR OTHER PERMANENT WINDOW NOTES: F-Fachar X r_L.V UA BARRIER BETWEEN THE DOOR AND THE GLAZING IN ITEM #2 NOTE A - SHALL BE DESIGNATED AS EMERGENCY ESCAPE AND RESCUE OPENING. SEE BELOW. U_dk. FOR UNITA III UNITE1. ENERGY CREDITS: 5A, 5B PER WSEC TABLE 406.2 VERTICAL FENESTRATION (WINDOWS & DOORS) GLAZING @ U-VALUE 0.30 OR BETTER NEW EXTERICR DOORS 0.30 OR BETTER FOR GLAZING VAULTED CEILING R38 ABOVE GMDE WALLS R-21 OR BETTER FLOOR JOISTS R30 OR BETTER ENERGY NOTES ALL SHOWERHEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE PROPOSED BUILDING SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. A MINIMUM Of 75 PERCENTOF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS IN ACCORDANCE WITH R404. LAMPS INSTALLED IN VAULTED CEILING SHALL BE IC RATED. EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE (1) PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE IN ACCORDANCE WITH R403.1 HOT WATER SYSTEM FOR UNIT A AND UNIT B: NORTIZ N-0751M-DVC GAS WATER HEATER WITH A EFOFO.82 HEATING SYSTEM: PRIMARY HEATING FOR THE UNIT A IS: GAS FIREPLACE INSERT, ENVIRO GAS INSERT, MODEL# T.B.D. IN WALL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. IN -FLOOR HEATING, MANUFACTURER & MODEL # T.B.D. DOOR SCHEDULE: UNIT A SIZE LABEL TYPE WIDTH HEIGHT SINGUE/PAIR FRAMEMATERIAL AREAISF) LOCATION U VALUE COMMENTS 2' 2, BEL I S ING 2'-N' 6�8" SINGLE T.B.D. NTERIOR �NTERIOR 2 SWING 2�6" SINGLE T.B.D. S ING 2'-N' 614. SINGLE T.B.D. INTERIOR 4 SWING Z-13" V-11" SINGLE T.B.D. INTERIOR 5 SWING T-1r, G.". SINGLE T.B.D. INTERIOR E.6i WSWING Z, _8" V-8" SINGLE T.B.D. INTERIOR 7 ING Z-6 " 1 f.� __�-8 SINGLE MELD, INTERIOR .:: 6_. IEF115. PAIR T.B.D. INTERIOR SLID NG 2�6" 6.4. SINGLE TIS.D. INTERIOR 1BAR DOOR SLING Z-G' V-9- SINGLE T.B.D. INTERIOR RN OOR_ SWING Y-W W.8.1 SINGLE I To. 20 EXTERIOR 0.30 OR BETTER I ENTRY DOOR WINDOW SCHEDULE: UNIT B Si LABEL TYPE WIDTH T "HEIGHT FRAMEMATERIAL AREA(SF) LOCATION UVALUE COMMENTS 12 CASEMENT 2!-W - V41 T.B.D. 10 0.30 OR BEITER SEENOTEA 13 CASEMENT 2'-G', W-01" T.B.D. 10 0.30 OR BETTER SEE NOTE A 14 CASEMENT 2�G' - c-Y' T.B.D. 10 0.30OR BETTER SAFETY 15 CASEMENT 2i-G, , N-Y, T.B.D. 10 0.30 OR BETTER 16, CASEMENT 2'-V' IV-Y' T.B.D. 10 0.30 OR BETTER I FIXED VAY, T.B.D. 20 0.30 OR BETTER 18 CASEMENT 2'4' W-Y" T.B.D. 10 0.30 OR BETTER 19 CASEMENT 2�6'- 4'41 T.B.D. 10 0.30 OR BETTER SEENOTEA 20' CASEMENT 21-G' W-Of` T.B.D. 10 0.3 21� CASEME T 2'-G' 4!4', T.B.D. 10 .230 OR BETTER ISEENOTEA I! ALL WORK V06CAL FENESTRATION AREA FROM WINDOWS= 110 SF TO FIELD NSPE ECTION F� CODE COMPLIAP mWRTRFA'nwFOR THE UNIT`1�1& _1_._.1__._.._.___.!_ ------ ----- _111 gERO�QLEARANCIE DIRECT VENT GAS FIREPLACE, MANUFACTURER & MODEL ft T.B.D. ih*�LL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. 5N4!1ObR HEATING, MANUFACTURER & MODEL # T.B.D. sit BMOENT WAM HEATWO 53: as AD th-adamidaWl Idlohnovink finUst, isetallssli Is lb. housi be mWt 1.75 GPM or I... All other I-vfty it=* " be ostedau 1.0 GPM or InO T shmuspulfirlInciption. h � sirkhamols.mad-th-l-vuhnsiflecove, or woUhl supply DUVV to all the units tbroullb "estral water loop Insulated withR-111 rol'im, pipsineell H2W 1 Ill DEVELOPMENT LLC h2irdwilmal (W8) 22UT48 U) LU C) UJ M L0 ry LUS 3: .0 QC> 0 c1f 25 U) C�l LL CD F_ C:> - CI6 C:� UJ OC) C:) 6 Lu c) W C)(.0 cf) C) U) 0 0 0 Ul C\I 2 (�D (z> LU W (D U-1 ry< I,-- < :z 0 !�e 0 RESUB MAR 0 7 2019 BUILDING DEPARTMEW crryorE')mO','Ds DOOR & WINDOW SCHEDULE & ENERGY CODE PROJECT MANAGER R% DRAWN BY CH __� 102=191 PERMITAPPUCATION A-5.1 / -Pleass refer to Table R406.2 for complete option descriptions REFERENCE IRC 2015 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS 1) WHEN A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL BE PERMITTED TO BE A SIDE -HINGED DOOR OR A SLIDER 2) THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES DOOR SCHEDULE: UNIT B SIZE LABEL TYPE WIDT�_ F HEIGHT 11 SINGUE/PAIR FRAME MATERIAL AREA (SF) LOCATION U VALUE COMMENTS 11 SWING 3�0' 6-8.1 SINGLE T.B.D. INTERIOR 12 SWING V-611 6-81, SINGLE T.B.D. 13, SWING T41 V-91 SINGLE T.B.D. INTERIOR 14 - SLIDING V-U' 6-91 PAIR T.B.D. _TNTERIOR 15 SWING 2'-G' 6!-&' SINGLE T.B.D. INTERIOR 16 SLIDING G-O" 6'-V' PAI T.B.D. INTERIOR 17 SWING - 2'-6!' 6`41 SINGLE T.B.D. INTERIOR 18 SWING 2�13!' 6-8" SINGLE T.B.D. INTERIOR T.B.D. INTERIOR T.B.D. 20 EXTERIOR 0.30ORBETTER ENTRYDOOR T.B.D. STORAGE STORAGE DOOR T STORAGE STORAGE DOOR �20 SF 3)2) BOTTOM EDGE OF THE GLAZING IS LESS THAN 18- ABOVE Area p1guill FLOOR VERTITICAL FENESTRATION AREA FROM EX , TERIOR D I DORIS 2 - OS Contiftloned Fl.,Ahn 3)3) TOP EDGE OF GLAZING IS MORE THAN 3TABOVE FLOOR §.W. C�istlonaj Floor Aram (iq it) Awari Carl., Holght Cam it V 1 3)4) ONE OR MORE WALKING SURFACES ARE WITHIN 36", DIAMETER Slab mulov, Oned. F-Paolor X C:!n UA 2) DECORATIVE GLAZING IN ITEM #1, #2 OR #3 VERTICAL FEN ESTRATION AREA FROM WINDOWS 120. p�, " L�., 3) THERE IS AN INTERVENING WALL OR OTHER PERMANENT WINDOW NOTES: F-Fachar X r_L.V UA BARRIER BETWEEN THE DOOR AND THE GLAZING IN ITEM #2 NOTE A - SHALL BE DESIGNATED AS EMERGENCY ESCAPE AND RESCUE OPENING. SEE BELOW. U_dk. FOR UNITA III UNITE1. ENERGY CREDITS: 5A, 5B PER WSEC TABLE 406.2 VERTICAL FENESTRATION (WINDOWS & DOORS) GLAZING @ U-VALUE 0.30 OR BETTER NEW EXTERICR DOORS 0.30 OR BETTER FOR GLAZING VAULTED CEILING R38 ABOVE GMDE WALLS R-21 OR BETTER FLOOR JOISTS R30 OR BETTER ENERGY NOTES ALL SHOWERHEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE PROPOSED BUILDING SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. A MINIMUM Of 75 PERCENTOF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS IN ACCORDANCE WITH R404. LAMPS INSTALLED IN VAULTED CEILING SHALL BE IC RATED. EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE (1) PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE IN ACCORDANCE WITH R403.1 HOT WATER SYSTEM FOR UNIT A AND UNIT B: NORTIZ N-0751M-DVC GAS WATER HEATER WITH A EFOFO.82 HEATING SYSTEM: PRIMARY HEATING FOR THE UNIT A IS: GAS FIREPLACE INSERT, ENVIRO GAS INSERT, MODEL# T.B.D. IN WALL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. IN -FLOOR HEATING, MANUFACTURER & MODEL # T.B.D. DOOR SCHEDULE: UNIT A SIZE LABEL TYPE WIDTH HEIGHT SINGUE/PAIR FRAMEMATERIAL AREAISF) LOCATION U VALUE COMMENTS 2' 2, BEL I S ING 2'-N' 6�8" SINGLE T.B.D. NTERIOR �NTERIOR 2 SWING 2�6" SINGLE T.B.D. S ING 2'-N' 614. SINGLE T.B.D. INTERIOR 4 SWING Z-13" V-11" SINGLE T.B.D. INTERIOR 5 SWING T-1r, G.". SINGLE T.B.D. INTERIOR E.6i WSWING Z, _8" V-8" SINGLE T.B.D. INTERIOR 7 ING Z-6 " 1 f.� __�-8 SINGLE MELD, INTERIOR .:: 6_. IEF115. PAIR T.B.D. INTERIOR SLID NG 2�6" 6.4. SINGLE TIS.D. INTERIOR 1BAR DOOR SLING Z-G' V-9- SINGLE T.B.D. INTERIOR RN OOR_ SWING Y-W W.8.1 SINGLE I To. 20 EXTERIOR 0.30 OR BETTER I ENTRY DOOR WINDOW SCHEDULE: UNIT B Si LABEL TYPE WIDTH T "HEIGHT FRAMEMATERIAL AREA(SF) LOCATION UVALUE COMMENTS 12 CASEMENT 2!-W - V41 T.B.D. 10 0.30 OR BEITER SEENOTEA 13 CASEMENT 2'-G', W-01" T.B.D. 10 0.30 OR BETTER SEE NOTE A 14 CASEMENT 2�G' - c-Y' T.B.D. 10 0.30OR BETTER SAFETY 15 CASEMENT 2i-G, , N-Y, T.B.D. 10 0.30 OR BETTER 16, CASEMENT 2'-V' IV-Y' T.B.D. 10 0.30 OR BETTER I FIXED VAY, T.B.D. 20 0.30 OR BETTER 18 CASEMENT 2'4' W-Y" T.B.D. 10 0.30 OR BETTER 19 CASEMENT 2�6'- 4'41 T.B.D. 10 0.30 OR BETTER SEENOTEA 20' CASEMENT 21-G' W-Of` T.B.D. 10 0.3 21� CASEME T 2'-G' 4!4', T.B.D. 10 .230 OR BETTER ISEENOTEA I! ALL WORK V06CAL FENESTRATION AREA FROM WINDOWS= 110 SF TO FIELD NSPE ECTION F� CODE COMPLIAP mWRTRFA'nwFOR THE UNIT`1�1& _1_._.1__._.._.___.!_ ------ ----- _111 gERO�QLEARANCIE DIRECT VENT GAS FIREPLACE, MANUFACTURER & MODEL ft T.B.D. ih*�LL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. 5N4!1ObR HEATING, MANUFACTURER & MODEL # T.B.D. sit BMOENT WAM HEATWO 53: as AD th-adamidaWl Idlohnovink finUst, isetallssli Is lb. housi be mWt 1.75 GPM or I... All other I-vfty it=* " be ostedau 1.0 GPM or InO T shmuspulfirlInciption. h � sirkhamols.mad-th-l-vuhnsiflecove, or woUhl supply DUVV to all the units tbroullb "estral water loop Insulated withR-111 rol'im, pipsineell H2W 1 Ill DEVELOPMENT LLC h2irdwilmal (W8) 22UT48 U) LU C) UJ M L0 ry LUS 3: .0 QC> 0 c1f 25 U) C�l LL CD F_ C:> - CI6 C:� UJ OC) C:) 6 Lu c) W C)(.0 cf) C) U) 0 0 0 Ul C\I 2 (�D (z> LU W (D U-1 ry< I,-- < :z 0 !�e 0 RESUB MAR 0 7 2019 BUILDING DEPARTMEW crryorE')mO','Ds DOOR & WINDOW SCHEDULE & ENERGY CODE PROJECT MANAGER R% DRAWN BY CH __� 102=191 PERMITAPPUCATION A-5.1 / -Pleass refer to Table R406.2 for complete option descriptions 3)2) BOTTOM EDGE OF THE GLAZING IS LESS THAN 18- ABOVE Area p1guill FLOOR VERTITICAL FENESTRATION AREA FROM EX , TERIOR D I DORIS 2 - OS Contiftloned Fl.,Ahn 3)3) TOP EDGE OF GLAZING IS MORE THAN 3TABOVE FLOOR §.W. C�istlonaj Floor Aram (iq it) Awari Carl., Holght Cam it V 1 3)4) ONE OR MORE WALKING SURFACES ARE WITHIN 36", DIAMETER Slab mulov, Oned. F-Paolor X C:!n UA 2) DECORATIVE GLAZING IN ITEM #1, #2 OR #3 VERTICAL FEN ESTRATION AREA FROM WINDOWS 120. p�, " L�., 3) THERE IS AN INTERVENING WALL OR OTHER PERMANENT WINDOW NOTES: F-Fachar X r_L.V UA BARRIER BETWEEN THE DOOR AND THE GLAZING IN ITEM #2 NOTE A - SHALL BE DESIGNATED AS EMERGENCY ESCAPE AND RESCUE OPENING. SEE BELOW. U_dk. FOR UNITA III UNITE1. ENERGY CREDITS: 5A, 5B PER WSEC TABLE 406.2 VERTICAL FENESTRATION (WINDOWS & DOORS) GLAZING @ U-VALUE 0.30 OR BETTER NEW EXTERICR DOORS 0.30 OR BETTER FOR GLAZING VAULTED CEILING R38 ABOVE GMDE WALLS R-21 OR BETTER FLOOR JOISTS R30 OR BETTER ENERGY NOTES ALL SHOWERHEADS AND KITCHEN SINK FAUCETS INSTALLED IN THE PROPOSED BUILDING SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. A MINIMUM Of 75 PERCENTOF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS IN ACCORDANCE WITH R404. LAMPS INSTALLED IN VAULTED CEILING SHALL BE IC RATED. EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE (1) PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE IN ACCORDANCE WITH R403.1 HOT WATER SYSTEM FOR UNIT A AND UNIT B: NORTIZ N-0751M-DVC GAS WATER HEATER WITH A EFOFO.82 HEATING SYSTEM: PRIMARY HEATING FOR THE UNIT A IS: GAS FIREPLACE INSERT, ENVIRO GAS INSERT, MODEL# T.B.D. IN WALL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. IN -FLOOR HEATING, MANUFACTURER & MODEL # T.B.D. DOOR SCHEDULE: UNIT A SIZE LABEL TYPE WIDTH HEIGHT SINGUE/PAIR FRAMEMATERIAL AREAISF) LOCATION U VALUE COMMENTS 2' 2, BEL I S ING 2'-N' 6�8" SINGLE T.B.D. NTERIOR �NTERIOR 2 SWING 2�6" SINGLE T.B.D. S ING 2'-N' 614. SINGLE T.B.D. INTERIOR 4 SWING Z-13" V-11" SINGLE T.B.D. INTERIOR 5 SWING T-1r, G.". SINGLE T.B.D. INTERIOR E.6i WSWING Z, _8" V-8" SINGLE T.B.D. INTERIOR 7 ING Z-6 " 1 f.� __�-8 SINGLE MELD, INTERIOR .:: 6_. IEF115. PAIR T.B.D. INTERIOR SLID NG 2�6" 6.4. SINGLE TIS.D. INTERIOR 1BAR DOOR SLING Z-G' V-9- SINGLE T.B.D. INTERIOR RN OOR_ SWING Y-W W.8.1 SINGLE I To. 20 EXTERIOR 0.30 OR BETTER I ENTRY DOOR WINDOW SCHEDULE: UNIT B Si LABEL TYPE WIDTH T "HEIGHT FRAMEMATERIAL AREA(SF) LOCATION UVALUE COMMENTS 12 CASEMENT 2!-W - V41 T.B.D. 10 0.30 OR BEITER SEENOTEA 13 CASEMENT 2'-G', W-01" T.B.D. 10 0.30 OR BETTER SEE NOTE A 14 CASEMENT 2�G' - c-Y' T.B.D. 10 0.30OR BETTER SAFETY 15 CASEMENT 2i-G, , N-Y, T.B.D. 10 0.30 OR BETTER 16, CASEMENT 2'-V' IV-Y' T.B.D. 10 0.30 OR BETTER I FIXED VAY, T.B.D. 20 0.30 OR BETTER 18 CASEMENT 2'4' W-Y" T.B.D. 10 0.30 OR BETTER 19 CASEMENT 2�6'- 4'41 T.B.D. 10 0.30 OR BETTER SEENOTEA 20' CASEMENT 21-G' W-Of` T.B.D. 10 0.3 21� CASEME T 2'-G' 4!4', T.B.D. 10 .230 OR BETTER ISEENOTEA I! ALL WORK V06CAL FENESTRATION AREA FROM WINDOWS= 110 SF TO FIELD NSPE ECTION F� CODE COMPLIAP mWRTRFA'nwFOR THE UNIT`1�1& _1_._.1__._.._.___.!_ ------ ----- _111 gERO�QLEARANCIE DIRECT VENT GAS FIREPLACE, MANUFACTURER & MODEL ft T.B.D. ih*�LL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. 5N4!1ObR HEATING, MANUFACTURER & MODEL # T.B.D. sit BMOENT WAM HEATWO 53: as AD th-adamidaWl Idlohnovink finUst, isetallssli Is lb. housi be mWt 1.75 GPM or I... All other I-vfty it=* " be ostedau 1.0 GPM or InO T shmuspulfirlInciption. h � sirkhamols.mad-th-l-vuhnsiflecove, or woUhl supply DUVV to all the units tbroullb "estral water loop Insulated withR-111 rol'im, pipsineell H2W 1 Ill DEVELOPMENT LLC h2irdwilmal (W8) 22UT48 U) LU C) UJ M L0 ry LUS 3: .0 QC> 0 c1f 25 U) C�l LL CD F_ C:> - CI6 C:� UJ OC) C:) 6 Lu c) W C)(.0 cf) C) U) 0 0 0 Ul C\I 2 (�D (z> LU W (D U-1 ry< I,-- < :z 0 !�e 0 RESUB MAR 0 7 2019 BUILDING DEPARTMEW crryorE')mO','Ds DOOR & WINDOW SCHEDULE & ENERGY CODE PROJECT MANAGER R% DRAWN BY CH __� 102=191 PERMITAPPUCATION A-5.1 / -Pleass refer to Table R406.2 for complete option descriptions mWRTRFA'nwFOR THE UNIT`1�1& _1_._.1__._.._.___.!_ ------ ----- _111 gERO�QLEARANCIE DIRECT VENT GAS FIREPLACE, MANUFACTURER & MODEL ft T.B.D. ih*�LL CADET -STYLE HEATERS, MANUFACTURER & MODEL # T.B.D.; (PROVIDE ONE PROGRAMMABLE THERMOSTAT FOR EACH IN WALL HEATER); SEE FLOOR PLAN FOR LOCATIONS. 5N4!1ObR HEATING, MANUFACTURER & MODEL # T.B.D. sit BMOENT WAM HEATWO 53: as AD th-adamidaWl Idlohnovink finUst, isetallssli Is lb. housi be mWt 1.75 GPM or I... All other I-vfty it=* " be ostedau 1.0 GPM or InO T shmuspulfirlInciption. h � sirkhamols.mad-th-l-vuhnsiflecove, or woUhl supply DUVV to all the units tbroullb "estral water loop Insulated withR-111 rol'im, pipsineell H2W 1 Ill DEVELOPMENT LLC h2irdwilmal (W8) 22UT48 U) LU C) UJ M L0 ry LUS 3: .0 QC> 0 c1f 25 U) C�l LL CD F_ C:> - CI6 C:� UJ OC) C:) 6 Lu c) W C)(.0 cf) C) U) 0 0 0 Ul C\I 2 (�D (z> LU W (D U-1 ry< I,-- < :z 0 !�e 0 RESUB MAR 0 7 2019 BUILDING DEPARTMEW crryorE')mO','Ds DOOR & WINDOW SCHEDULE & ENERGY CODE PROJECT MANAGER R% DRAWN BY CH __� 102=191 PERMITAPPUCATION A-5.1 / -Pleass refer to Table R406.2 for complete option descriptions REFERENCE ULU309- I HOUR RATED FIRE WALL (hftp://productspec.ul.com/document.php?id=BXUV.U309) 12t1712018 U309 - BXUV.U309 - UL product Spin FIRE -RESISTANCE DESIGN Assembly Usage Disclaimer BXUV - Fire Resistance Ratings - ANSIIIUL 263 Certified for United States 8XUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSIJUL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CANIULC-SI01 Certified for Canada Design Criteria and Allowable Variances Design No. U309 December 04, 2018 Bearing Wall Rating - 1 Hi, Finish Rat' Ing - Sea It... 2, 2A and 2B This clasill n was evaluated us Ing a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used - See Guide BXUV or BXUV7 Indicates such products shall bearthe UL or cUL Certification Mark forjurisefictions employing the UL or cUL Certification (such as Canada), respectively. 24' O.C. 24" O.C. aa 2 9 4', FirestopW 3 1. Wood Studs - Nom 2 by 4 In., spaced 24 In. OC effectively firestopped. 2A. Gypsum Board* - (As an alternate to Item 2, Not Shown) - Nominal 5/8 in. thick, 4 ft wide panels, L1T7j6?_ S I v applied vertically to studs and bearing plates on one sld of the assembly with 1-5/8 In. long Type S screws spa ad 12 In. OC at perimeter of panels and 8 In. OC In the field. Horizontal joints of vertically applied panels V604- ot- neec not be backed bystuds. Panel joints covered with papartape and two layers ofjointcompound. iJ,,P41- - Screwheads covered with two layers ofjoint compound. Bafts and Blankets placed in stud cavity as described in Item 4E. Not evaluated for use with Steel Framing Members, Furring Channels or Fiber, Sprayed. PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM - Type QuIetRoGk 530 (finish rating 23 min) 4E. Batts and Blankete - (Required for use with Wall and Partition Facings and Accessories, Item2A) - Glass their Inselatlon, nom 3-112 in. thick, min. density of 0.80 pcf, with a flame spread of25 or less and a smoke developed of 60 or less, firiction-fitted to completely fill the stud cavitles. See Batts and Blankets Category (BKNV) for names of manufacturers. REFERENCE UL U309 -1 HOUR RATED FIRE WALL STC TESTING PER QUIETROCK WEBSITE: STC 54 (hftpliqu*ietock.comAools/assembly-tools/list-assembliesipgd-02-10-i 00-0) PGD-02-10-100 pg�' NO A—.1ti-I F1'. STC S4 I h... NF= TL.A.01 U301a 030,ai ?'601 t10 I -VW Ty,,e 3 dn-.1 beflneter and 8 In. CC In Vis, neld. For --a Ftyi,eX.yM. ...' —.1. vau�.ny. 2 . 4 —d .1—ft 21 .. a's, III— ii..' ir-lan— I, ..a sIsc. Cria 1-avar 51W QuIIAROCkS 53p .1 W,,�."530RY�Xgy pans) Ppm.d wifticany. 1-5/8' T�. G drywall P.r — no . In. 1. — feld. F.r a. ..c. oth REFERENCEIRC R302.3 TWO-FAMILY DWELLINGS DWELLING UNITS IN TWO-FAMILY DWELLINGS SHALL BE SEPARATED FROM EACH OTHER BY WALL AND FLOOR ASSEMBLIES HAVING NOT LESS THAN A 1-HOUR FIRE -RESISTANCE RATING WHERE TESTED IN ACCORDANCE WITH ASTM E 119 OR UL 263. FIRE -RESISTANCE -RATED FLOORICEILING AND WALL ASSEMBLIES SHALL EXTEND TO AND BE TIGHT AGAINST THE EXTERIOR WALL, AND THE WALL ASSEMBLIES SHALL EXTEND FROM THE FOUNDATION TO THE UNDERSIDE OF THE ROOF SHEATHING. �R302.4, R302.4.1 & R302A.2 R302.4 DWELLING UNIT RATED PENETRATIONS PENETRATIONS 0 F WALL OR FLOOR-C El LING ASSEMB ILI ES REQUIRE D TO BE FIRE -RESISTANCE RATED SHALL BE PROTECTED IN ACCORDANCE WITH R302.3, R302.4.1 & R302.4.2: R302.4.1 THROUGH PENETRATIONS THROUGH PENETRATIONS OF FIRE-RESISTEANCE-RATED WALL OR FLOOR ASSEMBLIES SHALL COMPLY WITH SECTION R302.4.1.1 OR R302A.1.2 EXCEPTION: WHERE THE PENETRATING ITEMS ARE STEEL, FERROUS OR COPPER PIPES, TUBES OR CONDUITS, THE ANNULAR SPACE SHALL BE PROTECTED AS FOLLOWS: THE MATERIAL USED TO FILL THE ANNULAR SPACE SHALL PREVENT THE PASSAGE OF FLAME AND HOT GASES SUFFICIENT TO IGNITE COTTON WASTE WHERE SUBJECTED TO ASTM E 119 OR UL 263 TIME TEMPERATURE FIRE CONDITIONS UNDER A POSITIVE PRESSURE DIFFERENTIAL OF NOT LESS THAN 0.01 INCH OF WATER (3Pa) AT THE LOCATION OF THE PENETRATION FOR THE TIME PERIOD EQUIVALENT TO THE FIRE -RESISTANCE RATING OF THE CONSTRUCTION PENETRATED. R302,4.1.1 FIRE -RESISTANCE -RATED ASSEMBLY PENETRATIONS SHALL BE INSTALLED AS TESTED IN THE APPROVED FIRE -RESISTANCE RATED ASSEMBLY. R302.4.1.2 PENETRATION FIRESTOP SYSTEM PENETRATIONS SHALL BE PROTECTED BY AN APPROVED PENETRATION FIRESTOP SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTIM E814 OR U1.1479, WITH A POSITIVE PRESSURE DIFFERENTIAL OF NOT LESS THAN 0.01 INCH OF WATER (3Pa) AND SHALL HAVE AN F RATING OF NOT LESS THAN TH E REQUIRED FIRE -RESISTANCE RATING OF THE WALL OR FLOOR -CEILING ASSEMBLY PENETRATED. PROPOSED FIRE -RATED WALL BETWEEN UNITA & UNIT B: MODIFIED FROM UL U309 DESIGN. STC RATING 54 MODIFICATION MADE: 1) USE OF 2X6 STUD @ 16- D.C. IN LIEU OF 2X4 STUD @ 24I'O.C. 2) THE ADDITION OFY2" OSB* * USE OF ADDITION OF WOOD STRUCTURAL PANELS IN FIRE -RATED GYPSUM BOARD WALL ASSEMBLIES IS PERMITTED PER ANSIIUL 263, BXUV, SECTION VI, ITEM #6 -rile hbyvl� A-1,01111M,7 nj V- UNIT A UNIT B NOTES ON JOINTS AND SCREW -HEADS: 1) PANEL JOINTS SHALL BE COVERED WITH PAPER TAPE AND TWO LAYERS OF JOINT COMPOUND. 2) SCREWHEADS SHALL BE COVERED WITH TWO LAYERS OF JOINTCOMPOUND. R302.4.2 MEMBRANE PENETRATIONS MEMBRANE PENETRATIONS SHALL COMPLY WITH SECTION R302.4.1. WHERE WALLS ARE REQUIRED TO HAVE A FIRE-RESISTEANCE RATING, RECESSED FIXTURES SHALL BE INSTALLED SO THAT THE REQUIRED FIRE -RESISTANCE RATING WILL NOT BE REDUCED. EXCEPTIONS: MEMBRANE PENETRATIONS BY LISTED ELECTRICAL BOXES OF ANY MATERIALS PROVIDED THAT THE BOXES HAVE BEEN TESTED FOR USE IN FIRE -RESISTANCE -RATED ASSEMBLIES AND ARE INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS INCLUDED IN THE LISTING. THE ANNULAR SPACE BETWEEN THE WALL MEMBRANE AND THE BOX SHALL NOT EXCEEDY8' (3.1MM) UNLESS LISTED OTHERWISE. SUCH BOXES ON OPPOSITE SIDES OF THEWALL SHALL BE SEPARATED BY ONE OF THE FOLLOWING: A. BY THE HORIZONTAL DISTANCE SPECIFIED IN THE LISTING OF THE ELECTRICAL BOXES. B. BY SOLID FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11 C. BY PROTECTING BOTH BOXES WITH LISTED PUTTY PADS. D. BY OTHER LISTED MATERIALS AND METHODS. REFERENCE IRC APPENDIX K - SOUND TRANSMISSION A* I o7 ujA-us sA- 041� Abr iZLS& 7-�" q,4;- AKI 03.1 FLOORICEILING ASSEMBLIES BETWEEN DWELLING UNITS, OR BETWEEN A DWELLING UNIT AND A PUBLIC AND A PUBLIC OR SERVICE AREA WITHIN A STRUCTURE, SHALL HAVE AN IMPACT INSULATION CLASS (11C) RATING OF NOT LESS THAN 45 WHEN TESTED IN ACCORDANCE WITH ASTM E492. NOTE: PROVIDE MIN. 1 HOUR RATED FIRE COLLAR FOR THE APPROPRIATE PIPE MATERIAL & SIZE, AND THE APPROPRIATE FIRESTOP SYSTEM FOR ALL PLUMBING PENETRATIONS TO MAINTAIN THE MIN. 1 HOUR RATING OF THE FIRE -RATED WALL ASSEMBLY. PROVIDE LISTED ELECTRICAL BOXES FOR ALL ELECTRICAL BOX LOCATIONS IN THE FIRE RATED WALL ASSEMBLY. PROVIDE LISTED PUTTY PADS TO PROTECT ALL ELEOTRICAL BOXES IN THE FIRE RATED WALL ASSEMBLY. 5/8' THICK, 4'WIDE QUIETROCK 530 PANEL, APPLIED VERTICALLY TO STUDS AND BEARING PLATES ON ONE SIDE OF THE ASSEMBLY W/ 1-5/8" LONG TYPE 'IS" SCREWS SPACED 12" O.C. @ PERIMETER OF PANELS AND 8" O.C. IN THE FIELD. HORIZONTAL JOINTS OF VERTICALLY APPLIED PANELS NEED NOT BE BACKED BY STUDS. PRODUCT SHALL BEAR THE UL CERTIFICATION MARK. OSEI PER UL ALLOWANCE 3 1/2" GLASS FIBER INSULATION TO FRICTION -FITTED TO FILL STUD CAVITIES. GLASS FIBER INSULATION SHALL HAVE MIN. DENSITY OF 0.80 PCF, WITH A FLAME SPREAD OF 25 OR LESS AND A SMOKE DEVELOPED OF 50 OR LESS AND SHALL BEAR THE UL CERTIFICATION MARK. 2XII WOOD STUD @ 16" O.C. IN LIEU OF 2X4 WOOD STUD @ 24' O.0 1/2'OSB PER UL ALLOWANCE 5/8'THICK, 4! WIDE QUIETROCK 530 PANEL, APPLIED VERTICALLY TO STUDS AND BEARING PLATES ON ONE SIDE OF THE ASSEMBLY W/ 1-5/8" LONG TYPE "S"SCREWS SPACED 1Z' O.C. @ PERIMETER OF PANELS AND 8!1 D.C. IN THE FIELD. HORIZONTAL JOINTS OF VERTICALLY APPLIED PANELS NEED NOT BE BACKED BY STUDS. PRODUCT SHALL BEAR THE UL CERTIFICATION MARK. I FIRE -RATED WALL SECTION SCALE: 11/2"1 V-0" (N) BATT INSULATION W1 R21 VALUE (N) SIDING PER OWNER SELECTION OVER (N) BUILDING PAPER OVER (N) PLYWOOD SHEATHING PER STRUCTURAL OVER (E) FURRED OUT EXTERIOR STUD WALL W/ 5)/2I'CAVITY (E) EXTERIOR 2X4 STUD WALL, FURRED OUT TO PROVIDE 5 1/2" DEPTH OF STUD CAVITY DEPTH FOR (N) R21 BATT INSULATION (N) FIRE RATED WALL PER PROPOSED DESIGN (N) Yi'GYPBD, TYP. OVER VAPOR RETARDE (E) EXTERIOR 2X4 STUD WALL, FURRED OUT TO PROVIDE 5 1/2" DEPTH OF STUD CAVITY DEPTH FOR (N) R21 BATT INSULATION (N) BATT INSULATION W/ R21 VALUE FIRE -RATED WALL AND EXTERIOR WALL CONNECTION DETAIL SCALE: 11/2" = V-0" (N) ROOF FINISH PER OWNER SELECTION OVER (N) UNDERLAYMENT PER ROOFING MANUFACTURER OVER (N) SHEATHING OVER (E) ROOF FRAMING W1 (N) 5Y2" CLOSED CELL SPRAYED INSULATION WITHIN CAVITIES. ALL LIGHT FIXTURES RECESSED IN VAULTED CEILING SHALL BE IC RATED. IN) 2X NAILER i/i GYPBOARD (N) PROPOSED FIRE -RATED WALL ASSEMBLY WITH DOUBLE TOP PLATE, SHIM AS NECESSARY; EXTEND FIRE -RATED WALL TO UNDERSIDE OF (N) ROOF SHEATHING (N) PROPOSED FIRE -RATED WALL — ASSEMBLY, EXTEND WALL TO TOPOF (N) CONC. FOOTING (N) PRESSURE TREATED 2X SILL PLATE (N) PRESSURE TREATED 2X RIM JOIST (N) PRESSURE TREATED 2X RIM JOIST (N) FLOOR SHEATHING PER STRUCTURA (N) FLOOR SHEATHING PER STRUCTURAL FF OVER (E) FLOOR FRAMING OVER (E) FLOOR FRAMING (PER STRUCTURAL) Wit (N) R30 BATT INSULATION IN FLOOR W/ (N) R30 BATT INSULATION IN FLOOR FRAMING FRAMING CAVITY �77 �_ CAVITY (E) CRAWL SPACE EMEW FIRE -RATED WALL CONNECTION SCALE: 1 " = V-0" (E)CRAWLSPACE (N) CONC. FOOTING PER STRUCTURAL (E) GRADE @ CRAWL SPACE W/ (N) CLASS I VAPOR RETARDER OVER SOIL ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE CEILING & FOUNDATION H2W DEVELOPMEW LLC h2wdk@Vd,oDm (NO) 2264748 U) UJ UJ M L0 LU CS :ZE!' Co — ( 0 ry C:) U) C::) I..- (=) LLJ ILL. 045 CD C:, LU cv') LLJ u) 0 CD LU CD LU < elf < 71 0 �!e z RESUB MAR 0 7 2oig BUILDING DEPARTMENT CITYOFEDMONDS FIRE -RATED WALL TY1 DETAILS PROJECT MANAGER DRAWN BY 1021221191 PERMITAPPLIC A-6.1 '� LEGEND -- -W- -- - (E) WATER LINE W (N) WATER LINE W (E) WATER METER & SHUT OFF PROPOSED (N) 3/4' WATER METER & SHUT OFF N PLIUMBING PLAN SME: 3116'- 1'.V ALL WOIRK SIUBIECT To FIELE D INSPECTION FOR CODE COMPLIANCE i-t�q HZN DEVELOPMENT LLC h2wdlk@gmd,wm (80� =48 Lu C) w m L U 0 ct (5 U) C::, C, LL. 06 ZCD W :, W c"?, P5 Lu Z-, (/) C) c3 -r� c) o zq-- 2i Uj Lu c) LU c/) rK co i < t-- cr- < 77 0 �le z RESUB MAR 9 7 2019 13UILDINGDEPARTM CITY OF EDMONI)ENT S PLUMBING PLAN PROJECT MANAGER DRAWN BY A- 7.1 Structural Notes: ARplicable Codes and Standards: 2015 1riternallmed Building Code (IBC) and other applicable local building codes. ASCE/SEI 1-10 - "Malmom Design Loads for Buildings and Other Structures" 2015 NDS for wood structures. American Wood Preservers Bureau - AWPB Standards for Pressure Treated Material. American Concrete Institute - ACI 315, ACI 318, ACI 301, ACI 307. Structural design shall be In accordance with the latest edition of above codes and standards. Contractor shall comply with the latest edition of all applicable codes and standards. Design Loads: mult roof 25 psf (imow) flours 40 psi floor live load Wind load: Basic ivind speed 110 mph, exposure 6, KzT--l.0 Building Categoryi Enclosed, Wind Important Factor 1w, = 1.0 Refer to calculation pap Ll for design wind forces. Internal pressure 5 psi, Components and cladding design per 1609.6.1.2 Seismic loading per IBC Sections 1603 and 1613 through 1622, Site Class D. The basic structural type is a bearing wall system with light firamed walls Mth shear panels. Rw - 6.5 (wood structural panels), soil type D. Seismic Importance factor 1.0, Seismic Use Group I Design and A-wilysis by Simplified Design Procedure Peak Ground Accelerations (PGA) based on USGS Hazards Program, by lat/long. PGA I see =,499 PGA.2 see - 1.227 Seismic base shear - 0.138 * Dead Lead Foundations: Soil parameters (assumed): Vertical allowable soil pressure: 2,000 psi All soil conditions are to be field verified during construction. Footings shall bear on firm natural soils or on structural fill placed over firm natural solls, and Inspected In plate. Footings than extend 18 Inches minimum below adjacent exterior finished grade and shall extend 12 Inches minimum below existing interior grade unless otherwise noted on plans. Structural fill shag be placed in 12. Inch maximum horizontal lifts (laoso thickness) and compacted to 90 percent of maximum dry density In accordance with ASTM D-1557. Imported structural fill shall be granular material containing no more than 5 percent fines, passing no. 200 sieve. Structural fill In place shall be tested by a licensed soil engineer or approved by like building Inspector. Cast In Place Concrete: Concrete shall attain a minimum compressive strength of 2,500 psi at 28 days (5-% sack mix). An alternate mix provided by the concrete supplier and pre -approved by the building department Is acceptable. Reinforcing steel shall conform to ASTM A-615, Grade 40 (Fy-40,000 psi) for all burs except retaining well vertical bars, which shall be Grade 60 (Fy=60,000 psi), Provide all wall and footing horizontal bars with 21-0" x V-011 corner bars of the same size at all corners and wall latersettions. Minimum lap splice 32 bar diameter& for Grade 40 bars, and 48 bar diameters for Grade 60 bars. Concrete protection lbe reinforcement shall be. Concrete exposed to earth or Iveather 1.5" (45 & smaller) 2" (#6 & larger) Concrete cast against earth 311 Slabs 0.75" Bolts: Anchor bolts shall conform to F1554. All other bolts shall conform to ASTM A307. Minimum anchor bolt size and spacing shall be '/all diameter bolts @ V o,c. Shear wall anchor bolts per the shear wait schedule. for retrofitted anchors, provil I minimum embedment into the existing concrete foundation. Epoxy groutwith Simpson poxy. Provide 3"x3" square x 0.22911 thick bolt washers where anchor bolts connect the slit plate to the concrete foundation. Wood FramlnL7 Speeffications: AM slit plates and other wood frouning which is In contact with concrete or masonry must be pressure treated. For anchor bolts connecting wood oil[ plates to concrete or masonry, provide galvanized steel washers on top of the sill, minimum size 3" x 3" x 1/4" thIclL Where toenails are used for stud wall construction, a minimum of (2) toenails at top and bottom of each stud shall be provided. Toenails shall be l6d nails driven at approximately a 45 degree angle, with a minknum of 1-1/2" of the nall $bank shall be embedded In both the stud and the plate. End nails driven through the plate and Into the stud end grain are not permitted. Simpson A34 clips at top and bottom of each stud are permitted where correct tommiling is not provided. Wherever joists bear on a wait or beam, either a continuous rim joist or solid wood blocking must be provided. Blocking shag be connected to thejolsts with A35 angles at each end. Individual blocks may be omitted to allow for dueling or other openings. Consult with the engineer of record if more than 25% of the bloc king Is emitted. Where LVLs are specified with a thickness greater then 1-3/4", the beam may be built up out of multiple 1-3/41' LVL besunstonnected per the Trms-Jolst TJ-9000 Specifier's Guide, Unless noted oftionvise, the following grades and species shall be used for structural lumber; 2x joists Hem -Fir #2 2x, 3x, and 4x studs DF/L standard for plywood or WSP shear walls - 60 5C0,6-b1tkf-- ' '54156r � 7-7- Hern-FIr standard for other watis 4% and 6x beams DF-L fit Microllarn LVL lumber LVL 1.9E, Fb = 2600 psi, Fv = 285 psi (minimums) Parallant lumber 2.0 WS, Fb = 2900 psi, Fv = 290 psi (minimums) Gla-lam. lumber 24F-V4 for simple span beams, 24F-V8 for cantilever beams All framing connections shag be per Table 2304.9.1 ofthe EBC, unless otherwise noted. Phi"od Thickness, Grade, and Nailiae: losing plywood sheets with face grain perpendicular to framing. Stagger joints In adjacent sheets. If not otherwise rioted, rise nailing schedule, Table 2304.9.1 of the IBC. -n� Existing sheathing may be used If It Is free of damage. Nall holes may not be closer than 1-1/2� o.c,, existing nails must be free of rust and in good condition. H2W DMLOPMENT LLC Metal Framina Connectors: h2"k@gWi1.= (80B) 226t748 Unless otberMse noted, Metal framing connectors shall be manufactured by the Simpson company, or approved equal. Unless noted otherwise, use U-serles joist hangers to match joist size (e.g., U210 for 2xI6 joist). Provide HI or H2.5 hurricane ties, or other connectors with shifflar capacity, at every roofjolst� and R6 or H7 at ends of roof beams and girder trusses. Where supported by wood posts, wood beams shall be connected to the tops of the posts using Simpson AC, PC or PCC post caps6 and to the bottoms of the posts bearing an wood fraining using Simpson AC connectors. Where supported by perpendicular beams, wood begins shall be connected by HU-sorles face mount beam hangers, Provide Simpson PB post bases to connect posts to concrete foundations. Unless otherwise specified, the maximum number of nails or screws should always be Installed an any connector. Bearinil Wails; Ali wails supported by continuous concrete footings shall be connected to the foundation per 2015 SRC section 403.1.6. 1/211 diameter anchor bolts shag be provided at 41 o.c., or two per wall segment, minimum. Anchor bolts shall penetrate 7" Into the concrete foundation, U) UJ Dram Strut Note I'DS" Provide a continuous horizontal connection between the Indicated beam% wails, and blocking, using the following method. < A horizontal Simpson CiMSTC16 strop shag be provided to create thh connection. The strap shag extend minimum 3' onto tiny beam or wall being connected, and shall be continuous over any blocking between joists for the extent ofthe drag strut, The strap most be nalled using 116d sinkers, with a nailing pattern per Simpson specifications. The strap may be Installed either on top of the plywood floor diaphragm, or connecting a beam or joist, as applicable and feasible, Beams or joists may be connected to a wait top plate by (8) A359, If desired, It Is acceptable to rout a channel up to 1/8" deep in the 3/4" T&G pIrvood floor sheathing, to provide a Hush surface. Mliere no joists occur below the strip, provide 3-1/2" wide by 34/2" deep (minimum) solid wood blocking in the floor framing, below the strap, for nailing. The blocking should be attached to the perpendicular joists with Simpson A34 framing anchors at both ends ofeach block. Refer to the latest edition of the Simpson Catalog for required nailing and other requirements. Refer to the Drag Strut Typical Detail provided with these plans. UJ M Qf UJ C5 co (25 U) 0 C:) i— C C:> LL] LL c45 c5 w C:� < LU U) M a C) I.— C Z14: co :2 0 C=> C W -J LU C\1 c) Ic S C W [if (0 Li 7) < r-- < :7 Connection of New Foundation to Existine, Note NF: At each location where the new concrete foundation abuts the existing foundation, connect the new to the existing using minimum (3) #4 by 18" long rebor dowels, epoxy grouted Into 518" 0 diameter by 511 deep holes drilled Into the existing foundation. Each dowel shall be no closer than 3" to any edge or corner of toncrete. Minimum spacing beriveen dowels shall be 6". For concrete wall Intersections longer thin 314" In any direction, additional dowels shall be located at 1211 o.c. for the full height or leingth of the new foundation concrete. Contact the engineer (prior to construction) for evaluation and approval of the existing foundation system, If there are any significant cracks in the existing foundation within 6 feet of the new foundation, or If there Is any Indication that the existing foundation Is in poor condition, Including visible rock pockets, non-uniforrit concrete, spelling, noticeable settlement of the existing footing, or other distress. Rod Hold Downs: HDUX denotes a Simpson HDU(2,4,5,8,or I 1).SDS2.5 hold down. For hold down bolts at existing concrete frundation% use the following bolts: For HE1112,43; 518" diameter A307 threaded steel rod may be used, which S. shag be epoxy grouted Into a 3/4" diameter hole w1th a minimum embedment of Special Note: i34 NAL All holes for hold down bolts which are installed into existing foundations must be Inspected during the Installation of the hold down. Either the building Inspector. the structural engineer of record, or the special Inspection agency must perform the inspection and approve It before the bolts may be eposy grouted into the holes. The epoxy grout used must be Simpson SET-XP milm othemiso noted by the engineer of record. For drilled holes intoexisiting concrete, no less than 2" must be provided between the edge STRUCTURAL GENERALNOTES ofthe hole and the face ofcoacrete. The Engineer of Record or Spechd Inspector must witness the Installation of hold down bolts, Including cleaning the holes with compressed air and a wire PROJECT MANAGER DRAWNBY brush before the anchor Is installed. The hole shall be filled with enough epoxy that when the anchor Is Inserted, the epoxy rises to the top of the concrete, Care shall be taken that no air babbles persist In the epoxy. 0=19 PERMITAPPLICA The contractor must verify that the existing foundation stem wall to uncracked and - confinuou% and is sound and in good condition, within 5 feet of any retrofitted shear wall or hold down, In any direction, except with prior written approval of the engineer, The existing concrete foundation stem ivall shall be at least 611 thick and 2�411 In height. no concrete shall be otgood quality, hard and uniform, *41th appropriate aggregate type, size and distribution, and with no visible rock pockets or other similar deficiencies. Any existing cracks located within 10'of any hold down must be completely filled with an appropriate epoxy based concrete repair product The product to be used shall be approved In writing by the eughlear prior to filling the cracks. Contact the engineer of record prior to proceeding if any of these requirements are not met, or irthe Installation ofthe hold downs results In any visible damage to the existing foundation. WORK SU To FIELD rCODE INSPECTION COMPI, MAR 0 7 2019 BUIWING DEPARTMENT CITY OF EDMONDS S-2.0 Z, Bottom plate —,,, Shear wall sheathing I with edge nailing (3) 2x4 stud post with 1/4"xT SDS screws @ 6" o.c. to tie posts together as shown HDIJ hold down w/ 5/8" anchor bait Edge nailing into stud post HDU Conflauration CORNER HOLD DOWN DETAIL SCALE: 1 112'= 1`0" At roof framing, roof vent block per vent block typical detail Roof framing, flat or Edge nailing per sloped per plan iAl shear wall schedule A35 per shear wall schedule Plate nailing per Diaphragm edge nailing per shear wall schedule diaphragm schedule Rim joist, provide Diaphragm sheathing per hangers to match joist diaphragm schedule sizewhere rim joist is u �d se, as a header Where joists are parallel to wall, )I Edge nailing per provide I bay of shear wall schedule solid wood blocking @ 4'0" A35 per shear wall o.c. attached with schedule A35 both ends Joists perpendicular Shear wall sheathing per to wall, where shear wall schedule applicable Edge nailing per shear Anchor bolt per shear wall wall schedule schedule. Washer edge must be within 1/2" of sheathing for SW3 Concrete foundation and greater 2" clear, minimum Anchor bolt per shear wall Edge nailing per shear schedule. Washer edge must be wall schedule within 1/2" of sheathing for S;W3 and areater �74 A35 per shear wall schedule. Okay to notch rim joist around anchor bolts as needed A Concrete foundation VT 2" clear, minimum Alternate Condition Swi FEXT _ CAL; E� 11?E 1�,�HEAR WALL FRAMING TYPICAL DETAIL Studs C 16" Hold down per plan, refer O.C. max to current simpson End stud min. catalogue for connection double stud requirements 2" clear Shear wall g Hold down I minimum anchor bolt ... bolt Hold down bolt as close as possible to Concrete C center of concrete u foundation concrete wall D1 RITRO 11,H _U HOLD DOWN TYPICAL DETAIL Now framing per plan wal I per plan Anchor bolts per shear wall schedule (2) bars at top .1 JB'mIn #4 @ 12" o.c. Interforgrads 10" horizontal #4 o.c. 0 vertical, hook Into (3) #4 bars continuous footing F2 �EcXTE I � �F Au�lg '90TINGDETAIL Note: Contractor to verify that existing foundation Is sound and In good condition. Contact the engineer of record for clarification, or If the foundation does riot meet the minimum requirements of this data]] Now or existing wall per plan (Minimum 3) #412" dowels, epoxy grouted into 5" deep holes drilled Into existing Existing foundation, foundation. Dowels shall be verify existing wall spaced minimum 8"apart thickness, minimum and no less then 4' from top and bottom of footing. For L- - taller walls, provide dowels 6, min ti 7A at 12" O.C. vertically, for the 12"m full height of the wall Now reinforced concrete f u b ndat Ion, refer to now foundation detail W FOUNDATION CONNECTION TO EXISTING DETAIL P.T. 2xl 0 Ledger wl (1) -IVX3-i" Now wall per plan Titan 2 concrete screws @16- o.c., Staggered, Typical (2) bars at top Hangers ps r plan Framing per plan #4 Q 12' o.c. 18" min, 30" max. h ofto n ta 1 Interlorgraade :X 10" Interior grade (3) #4 6ars conflnuous 5.1 #4 C 18'o.c. vart c 1, hook Into fo.t;n: INTE 0 TING W/ CRAWLSPACE DETAIL F_ - F! CALDIA 1PO NOTE: DENOTES: "4X8 DF#2 BEAM, TCLEAR SPAN' DENOTES: 18" X 18"X 12" DEEP CONCRETE FOOTING W1 (2) #4 BARS EACH WAY & 4X4 POST & LCE4 POST CAPS W1 ABA44Z BASE DENOTES: "CONNECT NEW FOUNDATION TO EXISTING PER NOTE'NF" IN THE STRUCTURAL NOTES" (N) DENOTES: NEW (E) DENOTES: EXISTING 14 39-7' L(E) SLAB 21'-711, 14'-63-. ON GRADEi T-6" 4. 2 X 8 HF #2 @ 16- O.C.— — ' Z " �21 ANGERS U �7� T PICAL UNLESS NOTED OYTHERWISE I � - - --- - - - - - - - - - -- F 3 r I F1 -1-(E) SLAB ON GRADE - r,y CONTRACTO RTO VERIFY EXISTING FOUNDATION IS FREE OF CRACKS & IN GOOD CONDITION CONTRACTOR TO F- L"-J--(D -1 -J VERIFY EXISTING F1 FOOTING IS MINIMUM (N) 12- X 12" X 12'DEEP 18" X 18" X 8- DEEP. CONCRETE FOOTING W/ (2) #4 BARS EACH WAY [VERIFY 3 (E) SLAB ON GRADE uj CONTRACTOR TO THAT NEW E.' POSTLANDSO E:J N EXISTING FOUNDATION (E) 2X6 JOIST,. - — — — — — — F1 (E) JOIS 2X6 (N) 12- X 12" X 12- DEEP CONCRETE FOOTING W/ (2) #4 BARS EACH WAY 3 ILL —1 LIIL 32-4t NEW 30"X 30" X 12"DEEP CONCRETE FOOTING W/ (3) #4 BARS EACH WAY (E) JOIST A 6 NEW 18" X 18" X 12" DEEP CONCRETE FOOTING W/ (2) #4 BARS EACH WAY N FOUNDATION PLAN AND FLOOR FRAMING PLAN SCALE: 1/4'- 1'.0" QD CONTRACTOR TO VERIFY EXISTING FOUNDATION IS FREE OF CRACKS & IN GOOD CONDITION ALL WORK SUE1JECT TO FIELD INSPECTION' FOR CODE COMPk-4 !1!1�11E ,a S. Apo 234 RAL NAt- H2W DEVELOPMENT LLC h2W1o&rm1Lwm (806) 2U748 U) LU 0 C) M ry LU 0 CO ry C\I C:, C�6C5 UJI CZ) LLI co LL] 0 C:� M U) M F- L-3 03: 4:tz (0 Z Lu 0 :2i LU U) W (D LU < of < Z: 0 FOUNDATION PLAN AND FLOOR FRAMING PLAN PROJECT MANAGER RW DRAWNBY CH 0201191 PERMITAPPLICATIO 1 05/291191 REVISION PERCOMMENT S-2.1 SHEAR WALL SCHEDULE Edge A.B. A*, p Shear Type Material iNailing FieldNailing Size/Spaoing Plarablailing Plates Spa capacity Unble.ked 15/3rWSPM- 8d @ 6,, 8d @ 12- jj2-o@72� (2)16d@12" 2,�_ 24 10D pif Wall side, unblocked SWI 15/32" WSP Ild @ 6" 8d @ 12- 1/2`0 @ 49' (2) 16d @ V 2x- 24" 230 plf one side par %hear wall callonta on the Structural EMIng Planit SW x (y') denotes a shear Wall tYPO 4-i'Vith I Minimum length of Y feet, reflard to "Wood structuAt ..—Pyw— .' other wood Materials, N Provide double Slud minimurn at both tFull DfAll 111OU W11116 14 9, -At the =fWfoPlav0I0fanY'hwrv91l,'A35 qmcW, md SU odw 1peodicallans, qVlyto assanoblies at both do top sydboronnofthadwarwall. AtIouralevab. applYto *0 bOMM Ofthc will DnIY- .providefloradhipbralimedgBadling per diaphragm Robadule through floorplywood into blocking, partilaijoist ft.,%' or toppists, (whichaverapplio.).f.H.beau-111, L'. :P—ido4,L.dmbl.2,Lfi—!.Swb.mA35..Slos—.wd-b.th.id..fmpim,�f�.oI 4,lia Shear wall nails shall be pluzdno olosarthan Wfrooa a panel edge W perpendicular fin ofstud, ShearmUrmil4d"b"�nwg.l�izedbnmtlu.unle&94i�MnOted- (3alvanindnalls shallrotba hot dippdor turobtPA - Where bold downs an spadfi%% the them wall bolt 0ell be loottedwithin 6 inohm of1ho end 017die shoormil, udau otherwise approved by the engineer oftword. Minionan and studs ihall be as speacd in the nuoit raccuft Shopion CAMIDS, . Shear wU edge "Ning drough shear w&U sheathtag shall be provided into all studs ansched to a hold down, -Ravofit anahor bolt. shill have a minirourn crabedmeat of 5' Into thP 00000ta f0ruddom PIM -14a shall be nailed Into a wild wood rim jolaL 2x_ plain my be subadtad for 3,�_pjjtu ifpmla are =1W with 40 nailing daily to the rim joist. Where Roofterallation is Diaphragm Schedule (Luarber for dischragas annstmeten is HFK or betw, lial"i otherwise Type material EdgeNailing Fi.IdNailing Edge Blocking Remarks Roof 15/32" CDX 24/0 IdML ld� Minimum Standard pawe".h. .7 Or. no refers to "Wood Structural w07 _.. no 24' Rinaloin atexteriar mile WWI be continutua for tansion, At rhojoluspilae lwsfionz� provide (2) CS16 bDrizonojhap., rainitou long, craftsed m ft splice. exterior -11 Wow, provide wild agwith Diphragra edge nailing bot—jobt, TWN'.—b _1hfmj�jnu,= o7t"NIVU an the",,:: additional blociring of nailing =Ybe - �uhld Full height 4x_ post HLIC Beam hanger Sheath, block, and nail wall around window per shear wall schedule Shear wall and post with hold down per plan at base Window -headerper plan Window per plan NOTE: (N) DENOTES: NEW (E) DENOTES: EXISTING SW 1 (18') AROUND OPENING I '6' FPE�'R�DETAIL DI 39-7" 211-A4. 14'53 T-V -14 HF#2 4) (2) ZOS 14 (IHEADER711 _F(N) (2) 2X8 HEADER 14 //HF#2 HORIZONTAL CMSTC16 DRAG STRUT (FULL LENGTH) PER NOTE "DS"IN x THE STRUCTURAL NOTES T 2 1 lax T"! (E) ROOF FRAMING TYPICALUNLESS OTHERWISE NOTED —to See no "DS" in the Ir r m Istructural notes I mo]re 3� imurmaLion Floor sheathing--\. :CMSTC16strap Horizontal drag strut (N) (2) 2X8 HF#2 HEADER Alternate strap Beam, double location, where joists, or solid P—perplan accessible 4x— blocking —Detall at floor framing7 U Floor sheathing H rizontal drag strut "c"' CMSTC1 6 strap CMS Alternate drag strut Beam, double locations, where joists, or solid accessible 4x — blocking I (8) A35 angles at each per plan strap splice between bearn/joist/blocking and Wall per plan wall top plate �T TYPICAL DETAIL D$2 Horizontal CMSTC16 strap from plate/header to solid 4x— blocking in wall. \_ Bottom of window I 1 11 11 ==A double plate HAHEAR ' %A'��AROUND OPENING DETAIL . ALE '12 2X8 cn� 0-- of ;ti-U EL j 2- E (N) 46 HF#2 tZ HEADER x (N) 4X8 HF#2 HEADER I 11T 11/4' j P L HDR !< Cn to —A. (N) (2) 2X8 Rl#2 (N) (2) 2X8 HF#2 HEADER HEADER (N) (2) 2X8 H HEADER 32-4 1 9,_; V7 5 1-721 Drag strut per plan Strap min. and length '� \6 6' 4� V Sheathing per per note 'DS" In the diaphragm schedule structural notes _f, V N ROOF FRAMING& SHEAR WALL PLAN Perpendicular joists SCALE: 1,4 =1 4 A34 3 --,; - � 4 1 At perpendicular joist condiflons,/ ble joist, or provlds solid 4x - blockIng between beam per plan joists wt A34 each and, strap must be continuous at this condItIon Ef�R5 RU��TYIICAI�DETAIL AG ALE It I HDU5 ALL WORK SUBJECT TO FIELD INSPECTION' FOR CODE COMPt �I�NCE S. A 23434 AL �910NAL- H2W DEVELOPMENT LLC h2sdicligull.cos (808�=40 U) Uj C) LLI M LU C' U) CO 0 ry C� I.— C:> LL 06 8 LU CO Lij M < LJJ U) Q c-:, X C� I. - :it (0 :2-1 0 i�: C=) 0 _j LU q Uj U) (Y- (0 LU < Cliff < CL_ Z 0 �e Z ROOF FRAMING PLAN, SHEAR WALL & DETAILS PROJECT MANAGER RW DRAWNEIY CH /1\ 105/29/19; REVISION PER COMMENT S-2.2