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HomeMy WebLinkAbout2016-00521 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillim CITY OF ORONO * 2 0 1 6 — 0 0 5 2 1 2750 KELLEY PARKWAY DATE ISSUED: 05/13/2016 ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS 2725 WAYZATA BLVD W PIN 33-118-23-13-0019 LEGAL DESC CRYSTAL BAY BUSINESS CENTER LOT 3 BLOCK 2 PERMIT TYPE ADVANCED PLAN REVIEW PROPERTY TYPE COMMERCIAL-BUSINESS CONSTRUCTION TYPE ADVANCED PLAN REVIEW VALUATION $ 50,000.00 NOTE: FOR:INTERIOR REMODEL ONLY PERMIT#2016-00520 VALUATION:$50,000.00 APPLICANT ADVANCED PLAN REVIEW 465.35 MONTGOMERY BRINKMAN LLC TOTAL 465.35 Payment(s) 1901 OAKCREST AVE CREDIT CARD 8016 465.35 #6 ROSEVILLE,MN 55113- (612)221-6626 OWNER Metro Mini Storage BARNES,CHRIS 13528 W.BOULTON BLVD. FOREST LAKE,IL 60045- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. ,J Applicant Permitee Signature Date Issued By Signatu Date CITY OF ORONO BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS �O A, Mailing Address:PO Box 66 Permit number: C-)) I 7 C5 2. j VO Crystal Bay, MN 55323-0066 Date received: 12 I h .� Street Address:' tC e_ 2750 Kelley rk ay -R_o (`_C L�S Plan review fee: (p 3 S 'FPS H O� Orono, MN 53 Main: 952-249-4600 Total Fee: Fax: 952-2494616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: '] Will this be a Parade of Homes, Remode s Showcase Home or other Display Home? Yes o tf yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT 1 FORMATION: Name: s State License# Expiration Date: Phone: cell t :?- - office Mailing Address: 11701 © City: .v,` ZIP: / Contact Person: Applicant is: Contractor / Homeowner (Circle One) Email and/or Fax: e,,,� ,,t Govs�► PROPERTY OWNER INF RMATION: J Name: g o i f �o✓ r-�Y S rj'V rte-6 Phone (day): i e1 di 5 Address: 13524 W, bo L,Wr5ei 00"Iy'a"( City-4,,,41A ZIP: a Ll 5 Email and/or Fax rie e- ARCHITECT/ENGINEER INFORM TIOtC Name: ct,.�50 L t� Dem6 Phone(day): (- q0 7-6o 5 c Address: 2 c!�„�,,, Cit : +f Email and/or Fax: p ,,`Flt'+o✓ v tic o d e K &IteutG t,c PROJECT INFORMATION: Description ofproject: ;,..t tol 1,,zk 1.Type of Project 2.Proposed Use 3.StAfeture Type 4. Sewage Disposal& ElNew Construction ElSingle Family with ElAccessory Bldg./Garage Water Supply ®'Addition attached garage ❑ Deck N/Public Sewer ❑Accessory Building ❑ Single Family with ❑Office/Commercial ❑ Relocation detached garage ❑ Residence ❑ Private Sewer Other:(specify) d° B ❑ Multiple Family/Condo ❑ Retaining Wall(s) ❑ ublic 4-feet or greater Public Water *`Any earth movement may also require j�Commercial ❑Storage MCWD review&permits. ❑ Industrial XWarehouse MCWD ❑ Private Well Minnehaha Creek Watershed District ! ) El (specify) Other(specify} 15320 Minnetonka Blvd Z Minnetonka,MN 55345 Phone: 952471-0590 Fax: 952471-0682 www.m innehahacreek.or Estimated Construction Valuation (excluding land) $ i�j Last Updated: January 2015 ti IBC PW-„ , �+ W�i �.4�. � vl ,qq f4- -, �• ... ,. x � "4i•bR'e""=a� �x & � r�e'�i' 'y, ar.��r�'s,�. , , ICC C�nyngh;,2G1 ' Interr dI i �; R rr�rU� z r t�;ary m�an� �rchit� rl ICS' r Me trade, of Intern ti, G-)tr ��t n;il. !n. ,.rd , rr(-pstered in the ll S P-oefii t T artC m:r piflr: F Or.7rfd�f_r 3 It, m,, f,w 1 t INTERNATIONAL CODE COUNCIL, INC. • r ' �I ��� PHONE 1-888-ICC-SAFE - WWW.ICCSAFE.ORG Itk�rn No 0002PR12 t CORRECTION LIST(cont'd.) No. x D�4SCRIPTION Code �* : A Section -2- NOTES: N.R.—Not required N.A.—Not applicable ADMINISTRATION (Chapter 1) Complete construction documents Signed/sealed construction documents (107.1, 107.2) (107.1, State laws vary) BUILDING PLANNING (Chapters 3, 4, 5, 6) OCCUPANCY CLASSIFICATION(302-312,508,509) Single Occupancy (302.1) Incidental uses (509, Table 509) Mixed Occupancy (508.1) Accessory occupancies(508.2) GENERAL BUILDING LIMITATIONS(Chapters 5&6) Address identification (501.2) Apply Case 1 to determine the allowable height and area and permitted types of construction for.a building containing a single occupancy or nonseparated mixed occupancies. Apply Case 2 to determine the allowable height and area and permitted types of construction for a building containing separated mixed occupancies. AREA.MODIFICATIONS TO TABLE 503 Allowable tabular area,A,(Table 503) 1 Frontage (506.2) Area Increase Factor due to frontage, North East South West 1,(506.2) + Total I�> Frontage (F) / :t. Perimeter(P) I` V ft. Area Increase Factor due to automatic ® Width of open space (IM= z� sprinklers, 1,(506.3) + Area Increase Factor due to frontage, 1,_ Conversion factor = (506.2) If = [P-0.25,Iff 30 CASE 1 —SINGLE OCCUPANCY OR NONSEPARATED MIXED OCCUPANCIES(508.3) Using Table 503, identify the allowable height and area of the single occupancy or the most restrictive of the nonsepa- rated mixed occupancies.Construction types that provide an allowable tabular area equal to or greater than the adjusted building area and allowable heights (as modified by Section 504) equal to or greater than the actual building height are permitted. DETERMINE CONSTRUCTION TYPE CHECK ALLOWABLE AREA(508.4) Actual building area ft2 Allowable area per floor(A,) Adjusted building area ftX = ft2 actual bullding area+conversion factor conversion factor tabular area(Table 503) Actual building height feet stories Total floor area(all stories) ft2 Allowable building height feet stories Allowable floor area(all stories) Permitted types of construction X = ftz Allowable area per floor number of stories Type of construction assumed (AJ (ma)imum 3) for review(602.1) Compliance verified -4- CORRECT10N LIST(oonfd.) No. DESCRIPTION Code Section -3- CASE 2—SEPARATED MIXED OCCUPANCIES(508.4) Using Table 503, identify the allowable height and area of each of the separated occupancies within the building. Con- struction types that provide, for each story of the building, tabular anus (as modified by Section 506) which result in a sum of the ratios of 1.00 or less and allowable heights (as modified by Section 504) equal or greater than the actual height of the occupancy are permitted. ,y Actual Adjustedv`{Acbusi IZ 000 Allowable Story Group floor area floor area* height height ft2 2 ft stories It stories .- ft2 ft2 _r ft stories ft stories ft2 ft stories ft stories -_ ft2 ft2 stories ft stories ft2 ft2 ft stories ft stories ft2 ft2 ft stories ft -stories ft2 ft2 ft stories ft stories Area ratio(single floor)= E Adjusted floor area* _ + + _ + - 51 00 Allow.tab.area, At(Table 503) — *Adjusted door area=actual floor area+axwerslon tacsor CHECK ALLOWABLE AREA(506.5) Three stories or less buildings Permitted types of construction Four or more story buildings Type of construction assumed (Total area ratio:5 3) for review (602.1) Compliance verified MEZZANINES (505) Area limitation (505.2.1) Openness (505.2.3) Egress,(505.2.2) _.Equipment platforms (505.3) UNLIMITED AREA BUILDINGS (507) Nonsprinidered, one story(507.2) Group H occupancies (507.8) Sprinklered, one story (507.3) Aircraft paint hangar(507.9) Two story(507.4) Group E buildings (507.10) Reduced open space (507.5) Motion picture theaters (507.11) Group A,3 buildings (507.6, 507.7) Covered and open mall buildingstanchor stores (507.12) SPECIAL PROVISIONS (510) Special condition applicable (510.1) Compliance verified SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY (Chapter 4) COVERED MALL AND OPEN MALL BUILDINGS (4 } Open space ( .1, 402.1.2) P signs (402.6.4) Lease plan (402.3) Standpipe system (402.7.1) Area/type of construction (402. . Smoke control (4a2.Z2) Fire separations (402.4.2-402.4.2.3 Standby power and emergency voice/alarm Open mall construction (402.4.3) (402.7.3, 402.7.4) Automatic sprinkler system (402. Fire department access (402.7.5) Interior finish (402.6.1) Mall width (402.$1) Kiosk requirements (402 .2) upant load (402.8.2-402.8.2.4) Playground structu (402.6.3) Egress (402.8.3-402.8.7) Security grilles and doors (402.8.8) -5- HIGH-RISE BUILDINGS (403) Standby power (404.7) Construction (403.2) Interior finish (404.8) Automatic sprinkler system (403.3) Travel distance (404.9) Smoke detection (403.4.1) OTHER SPECIAL USE AND OCCUPANCY Fire alarm system (403.4. Underground structures (405) Standpipes (403.4.3) Motor-vehicle-related occupancies 406, 510) Emergency voice/alarm syste s (403.4.4) Gro p 1-2 (407) Emergency responder radio cov rage (403.4.5) Grou 1-3 (408) Fire command center(403.4.6) Motion picture projection rooms (409) Smoke removal (403.4.7) Stages, latforms and technical produc- tion area (410) Standby power (403.4.8) / Special a usement dings (411) Emergency power(403.4.9) Aircraft-rel ed upancies (412) Stair remoteness (40.5.1) Combustible orage (413) _ Additional stairway (403.5.2) Hazardou m erials (307.1, 414) Stairway doors (403.5.3) Group -1, H-2, - ,/H-4 and H-5 (415). Smokeproof exit (403.5.4) App cation of flammable finishes (416) Luminous egress path (403.5.5) D, 'ng rooms (417) Ele rotors (403.6) Organic coatings (418) ATRIUMS (404) Live/work units (419) Use (404.2) _ Groups 1-1, R-1, R-2, R-3 (420) Automatic sprinkler system (404.3) �._..______...._..�. Hydrogen cutoff rooms (421) Fire alarm system (404.4) Ambulatory health care facilities (422) Smoke control (404.5) Storm shelters (423) Enclosure (404.6) Children's play structures (424) FIRE PROTECTION (Chapters 6, 7, 6, 9) FIRE-RESISTANCE-RATED CONSTRUCTION (Tables 601 A 602 and Chapter 7) Note: Entry in ❑ indicates required rating in hours. NC FIRE-RESISTANCE RATINGS AND FIRE TESTS (703) indicates noncombustible construction required. Ratings/Combustibility Construction classification (602) (703.2, 703.4, 703.5) ?<\ COMBUSTIBILITY(602.2, 602.3,602.4, 602.5, 603) Alternative methods V (703.3, 719, 721, 722) V Exterior walls Rated glazing (703.6) � Interior elements Marking and identification (703.7) 0 — Roof -6- BUILDING ELEMENTS (Table 601) ❑ ❑ Atriums (707.3 6) Structural frame (704) F] Incidental uses (707.3.7) F] � Interior bearing walls ❑ Control areas (707.3.8) F] Interior nonbearing walls�._ � i^ ❑ Mixed occupancy and fire area separa- ❑ Floor construction (711) ti s (707.3.9, 707.3.10, 901.7) ❑ _ Roof construction 11 ❑A instruction 07.2 - (7 ) (7 , 707.5 707.10) EXTERIOR WALLS (507, Table 602, 705) VERTICAL OPENINGS (712) North East South West Compliance (712.1.1- 712.1.18) Fire SHAFTS separation �/B (713) distance ❑ � F1 ❑ ❑ Construction (713.2- 713.12, 713.14) Bearing F] ❑ Refuse and laundry chutes (713.13) Nonbearing ❑ Q ❑ ❑ ❑ ❑ Elevator lobby(713.14.1) _ Projections (705.2) OTHER FIRE-RESISTANT CONSTRUCTION Materials/stability(705.4, 7015.6) ❑ .__.. . Firewalls (706) ❑ Opening protection (705.8.1 - 705.8.4) ❑ Fire partitions (7018) ❑ Vertical fire spread protection (705.8.5, 705.8.6) Smoke barriers (709) ❑ Parapets (705.11) Smoke partitions (710) FIRE BARRIERS (707) 3 4r a+''f Penetrations (714) ❑ Shaft enclosures (707.3.1) Fire-resistant joint systems (715) ❑ Interior exit stairway/ramp (707.3.2) Opening protectives (716) ❑ Exit access stairway/ramp (707.3.5) Dampers (717) ❑ Exit passageway(707.3.4) Concealed spaces (718) ❑ Horizontal exits (707.3.5) Thermal-and sound-insulating materials (720, 807) INTERIOR FINISHES (Chapter 8) Smoke development Floor finish (804) (803.1.1, 803.1.2,803.9, Table 803.9) Combustible materials (805) Flame spread YI/1 t (803.1.1, 803.1.2,803.9, Table 803.9) Decorations and trim(806) Textile/expanded vinyl coverings Acoustical ceiling systems (808) (803.1.3, 803.1.4, 803.5-803.8) -7- FIRE PROTECTION (Chapter 9) AUTOMATIC SPRINKLER SYSTEMS(903) Hose threads (903.3.6) (Where required) Sprinkler monitoring and alarms (903.4) Assembly(A-1,A-2,A-3, A-4,A-5) (903.2.1) 'Also see Fire Code Sprinkler Pian Review Record Ambulatory health care facilities(B) ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING (903,22) SYSTEMS (904) Educational(E) (903.23) Installation (904.3) Factory/Industrial (F-1) (903.2.4) Wet-chemical systems (904.5) High-hazard(H-1, H-2, H-3, H-4, H-5) Dry-chemical systems (904.6) (903.2.5) Foam systems (904.7) Institutional(1-1, 1-2, 1-3, 1-4) (903.26) Carbon dioxide systems (904.8) Mercantile(M) (903.27) Halon systems (904.9) Residential(R) (903.28) Clean-agent systems(904.10) Storage/Repair garage(S-1) (903.29) Commercial cooking systems Parking garages (903.2.10) (903.2.11.5, 904.2.1, 904.11) Windowless story(903.2.11.1) STANDPIPE SYSTEMS (905) Rubbish and linen chutes (903.211.2) Installation standard (905.2) Bu+ldings over 55 ft. high (903.211.3) Building height (905.3.1) Incidental uses (Table 509) Group A(905.3.2) Additional required systems Covered and open malls (905.3.3) (Table 903.211.6) Stages(905.3.4) International Fire Code (IFC 903.211.6) Underground buildings (905.3.5) AUTOMATIC SPRINKLER SYSTEMS' (903) (Design) Helistops/heliports(905.3.6) Shop drawings(107.2.2) Marinas/boatyards (905.3.7) NFPA 13 system (903.3.1.1) Rooftop gardens/landscaped roofs (905.3.8) NFPA 13R system (903.3.1.2) _ Hose connections and locations NFPA 13D system (903.3.1.3) (905.1, 905.4, 905.5, 905.6) Quick-response and residential heads Cabinets (905.7) (903.3.2) Dry standpipes (905.8) Actuation (903.3.4) Valve supervision (905.9) Water supplies (903.3.5) -8- PORTABLE FIRE EXTINGUISHERS (906) Inflating devices (907.4) Required locations (906.1, 906.5, 906.6) Occupant notification (907.5) Installation standard (906.2) Installation (907.6, 907.7) Size and distribution (906.3) EMERGENCY ALARM SYSTEMS (908) Cabinets (906.8) Detection system applicable Installation (906 9) (908.1 - 908.6) FIRE ALARM AND DETECTION SYSTEMS (907) Carbon monoxide alarms (908.7) (Where required) SMOKE CONTROL SYSTEMS (909) Construction documents/shcp drawings Where required (402.7.2, 404.5, 405.5, (907.1.1, 907.12) 408.9,410.3.7.2, 1 X2.10, 1028.6.2.1) Assembly(A-1,A-2,A-3,A-4,A-5) Design requirements (909.1 -909.4) (907.2.1) Business(B) (91072.2) Smoke barriers (909.5) Educational(E) (907.2.3) Pressurization method (909 6) Factory(F-1, F-2) (907.2.4) Airflow design method (909.7) High-hazard(H-Storganic coatings/highly Exhaust method (909.8) toxic gases/organic peroxides/ Design fire (909.9) oxidizers) (907.2.5) Institutional (I-1, I-2, I-3, I-4) (907.2.6) Equipment/Power(909.10, 909.11) Mercantile(M) (907.2.7) Detection and control (909.12-909.18) Residential (R-1,R-2, R-4) Smokeproof enclosures (909.20) (907.2.6, 907.2.9, 907.2.10) Elevator hcistway pressurization (909.21) Single/multiple station smoke alarms SMOKE AND HEAT VENTS (910) (907.2.11) Requirements (910.1 -910.3) High-rise buildings (907.2.13) Atriums (907.2.i4) Mechanical alternative (910.4) FIRE COMMAND CENTER (911) Other buildings/areas (907.2.12, 9072.15-907.223) Requirements (911.1.1 -911.1.5) FIRE ALARM AND DETECTION SYSTEMS (907) FIRE DEPARTMENT CONNECTIONS (912) (Design) Installation (912.1-912.5) Residential smoke alarm interconnection FIRE PUMPS (9072.11.3) (913) Residential smoke alarm power source Requirements (913.1 -913.5) (907.2.11.4) EMERGENCY RESPONDER SAFETY FEATURES/ Fire safety functions (907.3) RADIO COVERAGE(914, 915) Requirements (914.1, 914.2, 915.1) -9- OCCUPANT NEEDS (Chapters 10, 11, 12) MEANS OF EGRESS (Chapter 10) OCCUPANT LOAD (1004.1.2 and Table 1004.1.2, 1004.4) CAPACITY OF EGRESS COMPONENTS Other (1005.3.1, 1005.3.2) Location Floor + Sq. ft./ = Occt. Total Area person load occt. Egress width (inch/occupant loads �� Stairways Other egress component Location Stairways Other egress components NUMBER OF EXITS (1021.1, 1021.2) - _ Location Required Shown -10- MEANS OF EGRESS (continued) GENERAL MEANS OF EGRESS Design requirements (1003.2- 1003.7) _ -Door Iandings(Thresholds/Arrangement . Encroachment (1006.7) (1°°8.1.5" 1°°8.1.8) _Means Of egress illumination (1006) ' Door hardware (1008.1.9, 1008.1.10) `j Exit signs (1011) Stairways (1009) Accessible means of egress (1007) Roof access (1009.16) Door size/swing/opening force Ramps (1010) (1008.1 - 1006.1.3) Handrails (1012) Special doors/GatesTTurnstiles Guards(1013) (1008.1.4, 10082, 1008.3) Luminous egress path markings (1024) EXIT ACCESS Door number and arrangement Aisles (1017) (1014.2, 1015.1, 1015.2) Corridors (1018) Common path of egress travel (1014.3) Air movement in corridors (1018.5) Exit access travel distance (1016) Egress balconies (1019) /� EXITS/EXIT DISCHARGE v "its/Exit doors (1020, 102 1) Horizontal exits (1025 Interior exit stairways/ramps (1022) ��_Exterior exit ramps/stairways (1026) Exit passageways (1023) Exit discharge (1017) OTHER MEANS OF EGRESS Miscellaneous egress requirements _[=Assembly aisles&features (1015.3- 1015.6) l (1028.6- 1028.14) Bleachers(1028.1.1) Emergency escape and rescue(1029) Assembly exits&egress (1028.2- 1028.5) ACCESSIBILITY* (Chapter 11) Scoping requirements (1103) Dwelling units and sleeping units (1107) _Accessible route (1104) _Special occupancies(1108) Accessible entrances (1105) SL _Features and facilities (1109) _,'Parking and passenger loading (1106) Signage (1110) *Also see Accessibility Plan Review Record (� -11- INTERIOR ENVIRONMENT (Chapter 12) _Ventilation (1203)* JF 5 Sound transmission (1207) Temperature control (1204) Interior space dimensions (1208) Lighting (1205) Access to unoccupied spaces (1209) Yards or courts (1206) Toilet and bathroom requirements (121.0, 2509) *Also see Mechanical Code Plan Review Record BUILDING ENVELOPE (Chapters 13*, 14, 15) *See Energy Conservation Code Plan Review Record EXTERIOR WALLS (Chapter 14) Performance requirements (1403) ���� Combustible material restrictions (1406) Materials (1404) EIFS (1408) Exterior wall coverings/MCM's HPL (1409) (1405, 1407) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES (Chapter 15) Weather protection (1503) — Roof coverings (1507) Flashing (1503.2, 1507.2.9, 1507.3.9, Roof insulation (1508) 1507.5.7, 1507.7.7, 1507.8.8, 1507.9.9) Rooftop structures (1509) Performance requirements (1504) Reroofing (1510) Fire classification (1505) Solar photovoltaic panels/modules (1511) Materials (1506) STRUCTURAL SYSTEMS (Chapters 16, 17, 18) STRUCTURAL DESIGN (Chapter 16) STRUCTURAL DESIGN CALCULATIONS E� ?c�(;,A__Roof live loads (1603.1.2, 1607.12) Submitted for all structural members Roof snow loads (1603.1.3, 1608;Chapter 7 of ASCE 7) (106, 107.1, 107.2.1, 1604, 1605) Ground snow load, DESIGN LOADS ON CONSTRUCTION DOC !�NT� pg(1608.2, 7.2 of ASCE 7) (1603) ( ��d/L�If pc> 10 psf,flat-roof snow load,Uniformly distributed floor live loads p,(7•3 of ASCE 7) (1603.1.1, Table 1607.1) if p9 1� > 10 psf, snow exposure factor, Floor Area Use Loads Shown CB(Table 7-2, 7.3.1 of ASCE 7) If p > 10 psf, snow load importance factor, 1,(7.3.3, Table 1.5-2 of ASCE 7) If p9> 10 psf, roof thermal factor, C,(Table 7-3, 7.3.2 of ASCE 7) Sloped roof snow load,p,(7.4 of ASCE 7) Live load reduction Ponding instability (1608.3; 7.11 of ASCE 7) (1603.1.1, 1607.10, 1607.11) -12- DESIGN LOADS (continued) Site class (1613-3.2; 11.4.2, Chapter20 of Wind loads (1603.1.4, 1609;Chapters 26-31 of ASCE 7) ASCE 7) Design procedure (1609.1.1, 1609.6, Seismic design category Chapters 26-31 of ASCE 7) (1613.3.5, 11.6 of ASCE 7) Alternate all-heights method (1609.6) Basic seismic-force-resisting system Wind speed (Tebls 12.2-1 of ASCE 7) (1609.3,Fig.26.5.1 of ASCE 7) Response modification coefficient, R Risk category (Table 12.2-1 of ASCE 7) (Table 1604.5; Table 1.5-1 of ASCE 7) Seismic response coefficient, Surface roughness/Exposure categories C.(12.8.1.1 of ASCE 7) (1609.4,26.7 of ASCE 7) Analysis procedure (12.6 of ASCE 7) Internal pressure coefficient Design base shear(12.8 of ASCE 7) (26.11, Table 26.11-1 of ASCE 7) Flood loads (1603.1-7, 1612) _.._ __...._....... Component and cladding pressures Flood hazard area (1612.3) (Chapter 30 of ASCE 7) Documentation (1612.5) Main wind-force resisting system Ice loads (1614,Chapter 10 of ASCE 7 (27.4,27.6,28.4,28.6 of ASCE 7) ) Earthquake design data Compliance (1603.1.5, 1613;Chapters 11 - 13 and 15-23 of ASCE 7) Other loads Risk category Concentrated live loads (1607.4) (Table 1604.5; Table 1.5-1 of ASCE 7) Partition loads (1607.5) Seismic importance factor, 1, Impact loads (1607.9) (11.5.1, Table 1.5-2 of ASCE 7) Misc.loads (1607.6, 1607.7, 1607.8, Mapped spectral response acceleration, 1607.13, 1607.14, 1610, 1611, 2404) S8 and S, (1613.3.1; 11.4.1 of ASCE 7) Structural integrity(1615) Design spectral response parameters, SDs and So, (1613.3.4; 11.4.4 of ASCE 7) Design requirements (1615.1 - 1615.4) SPECIAL INSPECTIONS AND TESTS (Chapter 17) Approvals/Research report(s) /�a n� EIFS (1705.15) (1703, 1703.4.2)Report No. Fire-resistant penetrations and joints Statement of special inspections (1704. (170516) Prefabricated items (1704.2.5) {C (,f i(ne Smoke control (1705.17) Steel construction (1705.2) j Concrete construction (1705.3) Wind requirements (1704.3.3, 1705.10) Masonry construction (1705.4) Seismic resistance Wood construction (1705.5) (1704.3.2, 1705.11, 1705.12) Prepared fill and foundations Contractor responsibility (1704.4) (1705.6- 1705.9) Structural observations (1704.5) Sprayed fire-resistant materials and Testing(other) (17106- 1711) coatings (1705.13, 1705.14) SOILS AND FOUNDATIONS (Chapter 18) Soils investigations/Reports tle_C,� Load-bearing values (1603.1.6, 1806) (1803.1, 1803.2, 1803.3, 1803.6) Foundation walls, retaining walls and Soil classification (1803.5) embedded posts and poles (1807) Excavation, grading and fill (1804) Foundations (1808) Dampproofing and waterproofing (1805) Shallow foundations (1809) Deep foundations(1810) -13- STRUCTURAL MATERIALS (Chapters 19, 21, 22, 23) 1 1 CONCRETE (Chapter 19) Plain and reinforced co esign/ Minimum concrete strength (Table 1904.2) construction standard specifi Slab provisions (1907) (1901.2, 1905) Construction docume 1.3) MASONRY (Chapter 21) Design method,construction standard Cold weather and hot weather specified (2101.2) construction specified (2104.3,2104.4) Construction documents (2101.3) __ Seismic design (2106) Construction materials (2103) __ Glass unit masonry (2110) Mortar type (2103.9) Fireplaces/Heaters/Chimneys (2101.3.1,2111,2112, 2113) STEEL (Chapter 22) Structural steel design/constnlctton Steel cable structures (2208) standard specified (2205) Steel storage racks (2209) Composite structural steel aid _ Cold-formed steel design/construction (2206) standard specified (2210) Open-web steel joist desi construction Cold-formed steel light-framed design/ standard specified 07) construction standard specified (2211) WOOD (Chapter 23) Design method option used (2301.2) Fasteners and fastening (2303.6, 2304.9, Table 2304.9.1) MATERIAL STANDARDS/CONSTRUCTION REQUIRE- Heavy timber construction (2304.10) MENTS (2303-2306) , Lumber(2303.1.1)V Shear walls and diaphragms (2305,2306) Wood I-joists (2303.1. CONVENTIONAL LIGHT-FRAME CONSTRUCTION Glue-laminated timbers 303.1.3) (2308) Limitations satisfied (2308.2) Wood structural panels (2303.1.4, 2304.6,2304.7) Wind/Seismic requirements (2306.2.1, Fiber-, hard-, & particle-, boards 2308.2.2,2308.11, 2308.12) (2303.1.5-2303.1.7) Braced walls (2308.3, 2308.9.3) Decay and termite protection Foundation anchorage (2308.3.3, 2308.6) (2303.1.8, 2304.11) / Floor joists (Tables 2308.8[1], 2308.8[2]) Structural composite lumber (2303.1.9) Wall studs (Table 2308.9.1) Structural log members (2303.1.10) Girders Round timber poles and piles (2303.1.11) (2308.7, Tables 2308.9.5 and 2308.9.6) Fire-retardant-treated wood (2303.2) Ceiling joists Hardwood andjilywood (2303.3) (Tables 23Q8.10.2[1], 2308.10.2[2]) Roof rafters Trusses (230.1.4) (Tables 2308.10.3.[1]-2308.10.3[6]) Joist hangers(2303.5) Roof uplift (2308.10.1) -14- NONSTRUCTURAL MATERIALS (Chapters 24, 25,26) GLASS AND GLAZING ( �(pXer 24) Sloped glazing and skylights (2405) /6� Safety glazing (2406, 2407,2408, 2409 ) GYPSUM BOARD AND PLAS713 (Chapter 25) Gypsum board materials CDpi S Plaster(2507,2508,2510-2513) (2506, Table 2506.2, Table 2508.1) PLASTIC (Chapter 25) FOAM PLASTIC INSULATION (2603) �( Special approval (2603.10) Labeling (2603.2,2603.5 6) NIA A MISCELLANEOUS PLASTICS Surface-burning characteristics Interior finish and trim (2604) (2603.3,2603.5.4) Thermal barrier(2603.4) Plastic veneer(2605) Exterior walls/Roofs (2603.5,2603.6) Light-transmitting plastics (2606-2611) Interior finish/trim in plenums Fiber reinforced polymer (2612) (2603.7,2603.8) _ _ Reflective plastic core insulation (2613) Protection against termites (2603.9) BUILDING SERVICES* (Chapters 27, 28, 29, 30) ELEVATORS AND CONVEYING SYSTEMS (Chapter 30) r Construction standard specified (3001.2) Conveying systems (3005) Hoistway enclosures (3002) Machine rooms(3006) Opening protectives (3002.1.1) _ Fire service access elevator(3007) Emergency operations (3003) Occupant evacuation elevator(3008) Hoistway venting (3004) *Also see Electrical(Ch.27), Mechanical (Ch.28)and Plumbing (Ch.29) Plan Review Records SPECIAL DEVICES AND CONDITIONS (Chapters 31, 32, 34) SPECIAL CONSTRUCTION (Chapter 31) Membrane structures (3102 �_.,, _ Automatic vehicular gates (3110) Temporary structures (3103) Solar photovoltaic panels/modules (3111) _ Awnings and canopies/Marquees EDESTRIAN WALKWAYS AND TUNNELS 3104 (3105, 3106) ( ) Signs (3107) Construction and use (3104.3, 3104.4) Telecommunication and broa t towers Separation (3104.5, 3104.10) (3108) Public way (3104.6) Swimming pool enclosures (3109) Egress (3104.7-3104.9) ENCROACHMENTS INTO T PUB RIGHT-OF-WAY (Chapter 32) Below grade (3202.1) Temporary (3202.4) Above grade (3202.2, 3202.3) 6EXISTING STRUCTURES (Chapter 34) "` Buildin g mat (3401.4) Change of occupancy (3408) Additio �IteratWlo , repairs HistorWmoved buildings (3408,3410) (3403 Accessibility(3411) Fire escapes (3406) Compliance alternatives (3412 - — Glass replacement(3407) ) -15- BUILDING EVALUATION SUMMARY (Table 34t2-7) Existing occupancy: Proposed occupancy: Year building was constructed: Number of stories: Height in feet: Type of construction: Area per floor: Percentage of open perimeter increase: % Corridor wall rating: Completely suppressed: Yes No . Required door closers: Yes No Compartmentation: Yes >�2 No Fire-resistance rating of vertical opening closur s: Type of HVAC system: 7 -1a serving number of floors: Automatic fire detection: Yes No Type and location: Fire alarm system: No Type: Smoke control: YeeNoType: Adequate exit routes: 9es�_____ NoDead ends: YeoNo Maximum exit access travel distance: Elevator controls: \enNo______' Means nfegress emergency lighting: Yes_____ NmMixed occupancies: YesNo--_-___- Safety Fire Means General parameters safety(FS) of egress(ME) safety(GS) 3412.6.1 Building height ot 3412.6.2 Building area 0 L 3412.6.3 Compartmentation 3412.6.4 Tenant and dwelling unit separations 3412.6.5 Corridor walls 3412.6.6 Vertical openings 3412.6.7 HVAC systems 3412.6.8 Automatic fire detection 3412.6.9 Fire alarm system 3412.6.10 Smoke control 3412.6.11 Means of egress capacity 3412.6.12 Dead ends 3412.6.13 Max. exit access travel distance 3412.6.14 Elevator control 3412.6.15 Means of egress emergency lighting 3412.6.16 Mixed occupancies 3412.6.17 Automatic sprinklers �2= 3412.6.18 Standpipes 3412.6.19 Incidental use Building score—total value Noapplicable value tohwinserted. BUILDING SAFETY EVALUATION SCORE(Table 34/2-By Formula Table 3412.7 Table 3412.8 Score Pass Fail FS = Fire Safety MFS = Mandatory Fire Safety ME = Means of Egress MME = Mandatory Means of Egress GS = General Safety MGS = Mandatory General Safety APPENDICES A - M Appendices adopted (/Q1.2./) Compliance verified