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FM REVIEW Harnett COUNTY rMM1 Emagancy Samoa, Dapm"mant NOAT:1 CAROUNA %� +\. �f 1�'! tvaltantattarg Y Plan Review, Inspection and Permit Fees Application Number 10- 50025814 $150.00 ❑ Explosive Mat. (90 Days) $ 75.00 n Explosive Mat. (72 Hrs) $ 25.00 ❑ Fireworks Public Display $ 35.00 ® Final Inspection $ 35.00 +2.00 per device ❑ Fire Alarm Testing $ 35.00 + 2.00 per nozzle ❑ Fixed Fire Suppression $ 25.00 ❑ Insecticide Fog/Fumigation $ 50.00 ❑ Pipe Test/UST /AGST $ 50.00 ® Plans up to 5000 ft $100.00 ❑ Plans 5001 11 to 10,000 ft $150.00 ❑ Plans 10,001 ft to 25,000 ft $250.00 ❑ Plans 25,001 ft and over $ 35.00 + 2.00 per Head n Sprinkler Certification Test $ 35.00 ❑ Standpipe Testing $ 25.00 n Special Assembly $ 25.00 ❑ Temporary Kiosks /Displays $ 25.00 ❑ Tents, Canopies, Air Supported $ 50.00 n Tank Installation (charge for each tank) $ 50.00 n Tank Removal (charge for each tank) $ 85.00 Total Total device /heads Teddy Joe McLamb 02/09/11 Code Enforcement Official Date ,,,,,,;.,,,,y icv,cwcu uy a yum,useu cuue trawl cement omciai to examine tor tuu compliance with the North Carolina Fire Prevention Code and all other fire protection regulatory documents. There are some items that were found during the plan review process that need to be addressed before a final inspection of the new facility can be given. These items are outlined and described below. • 1003.2.11 Means of egress illumination. o The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied o Interior Corridors to have emergency and exit lights installed. • 906.1 Fire Extinguishers o Fire extinguishers shall be placed in approved locations within the classroom building. o The fire extinguishers provided shall have a minimum rating of 2A SB:C and shall not be installed higher than 5 feet above the finished floor. r C M &D • �f }J y MS ��'[P�trt t ¢ w'a'°��]�].��C, '!tuh l.s" "vp�Ni�.g n N �4 it 1 "} 'z' i r x A. 815f1'rt tfQiT¢ f Ai aci.,,,,- { !P „ '?�`' P `.4 ?�`v`"'': ;•n. . .d'.!? !` ,:� r ...: �� r ,. te p..?rr hF.;0 y k�i�,�i� c �;a n ° r , n o•:.af r �r.td,?;* t °, r �... Mailing: P. 0. Box 370 Lillington, NC 27546 .; 910-893-7580 Physical: 200 North 13th Street, Suite 19 Al 910 - 893 -5025 Erwin, NC 28339 APPLICATION FOR PLAN REVIEW APPLICATION NUMBER: / 0 - S DD % crfi 7 TODAY'S DATE: I - ZS - I I RE?EIVED BY: ' D SUBMITTED BY: 4-I1 P ,VI G- —o /� NAME OF PROJECT: ��/✓ L � orF' r�r (h _r r ,lS on �. PHYSICAL ADDRESS: 9 / � 6 1/PI V A 2J Ii L , h t / W > J Jf PHONE NUMBER: 9/0 -kg 3 - 9 /1,- EXT.: CONTACT PERSON: .19� a e7 +' p ✓ C MAILING ADDRESS: / kr :5 O v D ✓h , / 19 t, hAb /Pr % , PHONE NUMBER: 71 0 3- J oC',.(-- 9/ 0. 771t f6 ?� CONTRACTOR'S NAME: MAILING ADDRESS: PHONE NUMBER: NOTICE PLANS THAT ARE SUBMITTED WILL BE REVIEWED AS QUICKLY AS POSSILBE, WITH AN AVERAGE TIME OF REVIEW BETWEEN 7 —10 WORKING DAYS. r The scale is 1/4" : 1' Classroom / 0 Window Exitl 1 ii Z 2 4 ' /.' 3 HARNETT COUNTY EMERGENCY SERVICES 9REVIEWED FOR CODE COMPLIANCE" P a .� ,..%, DA 36 ' r rr - � IANCE OFFICER 5 6 N'v indov ij -� 1 I i 7 4. 8 Bath ,, Clos \ / . _ 9 (1,1) 2009 APPENDIX B o 3! '', 0 , BUILDING CODE SUMMARY `a' ' FOR ALL COMMERCIAL PROJECTS / 9184 l At (EXCEPT 1 AND 2- FAMILY DWELLINGS AND TOWNHOUSES) s )ft .1 097, he li ge 4 (Reproduce the following data on the building plans sheet 1 or 2) ,.,/,--- 'ep,' V4 ? 4. 1 I • Name of Project: Overhills Community Baptist Church Address: 948 Overhills Road. Linden NC Zip Code 28356 Proposed Use: A3 — Places of Religious Worship Owner/Authorized AgenC Duane Price Phone 11 f 0910 ) 893 '4618E-tvinif _ jprice3894embargmail.com Owned By: ❑ City/County 9 Private ❑ State Code Enforcement Jurisdiction: ❑ City 9 County - Harnett ❑ State LEAD DESIGN PROFESSIONAL: Edward J. Blackwell DESIGNER FIRM NAME LICENSE# TELEPHONE# E -MAIL Architectural Blackwell Architect Edward J Blackwell 9084 ( 910 )485 4579 bb.BlackwellArchitect yahoo.com Civil na ( —_) Electrical na ( —) Fire Alarm na (---_) Plumbing _na U Mechanical na ( —) Sprinkler - Standpipe na ( ) Structural na ( —� Retaining Walls >5' High na U Other (___) 2009 EDITION OF NC CODE FOR: ❑ New Construction ❑ Addition ❑ Upflt EXISTING: 9 Reconstruction ❑ Alteration ❑ Repair CONSTRUCTED ORIGINAL USE _ _ RENOVATED CURRENT USE A3 BUILDING DATA Construction Type: ❑ I -A ❑ II -A ❑ III -A ❑ IV ❑ V -A ❑ I -B ❑ II -B ❑ 111 -B 9 V Mixed construction: ❑ No ❑ Yes Types Sprinklers: 9 No ❑ Partial ❑ Yes ❑ NFPA 13 ❑ NFPA 13R ❑ NFPA 13D Standpipes: 9 No ❑ Yes Class ❑ I ❑ II ❑ 111 ❑ Wet ❑ Dry Fire District: 9 No ❑ Yes Flood Hazard Area: ® No ❑ Yes Building Height Feet _10' -0 "_ Number of Stories _I_ Mezzanine: 9 No ❑ Yes Gross Building Area: FLOOR EXISTING (SQ Pr) NEW (SQ Er) Sum - TOTAL 6 Floor 5 Floor 4 Floor 3` Floor 2 Floor Mezzanine I Floor 6600 864 7464 Basement 2009 NC Administrative Code and Policies 129 TOTAL ` g/if i 'r ' J rl� fd/_ ! •- ALLOWABLE AREA , " 9 f 1 rC'At/iv Primary Occupancy: Assembly ❑ A -I ❑ A -2 ® A -3 ❑ A4 ❑ A -5 y F�7EV1� �� ❑ Business ❑ Educational Factory ❑ F -1 Moderate ❑ F -2 Hazardous ❑ H -1 Detonate ❑ H -2 Deflagrate ❑ H -3 Combust ❑ H4 Health ❑ H -5 HP Institutional ❑ 1 -1 ❑ 1 -2 ❑ 1 -3 ❑ 14 1/y// 1 -3 Condition ❑ l ❑ 2 ❑ 3 ❑ 4 ❑ 5 ❑ Mercantile Residential ❑ R -1 ❑ R -2 ❑ R -3 ❑ R-4 Storage ❑ S -1 Moderate ❑ S -21 Low ❑ High -piled ❑ Utility and Miscellaneous ❑ Parking Garage ❑ Open ❑ Enclosed ❑ Repair Garage Secondary Occupancy: Special Uses: ❑ 402 ❑ 403 ❑ 404 ❑ 405 ❑ 406 ❑ 407 ❑ 408 ❑ 409 ❑ 410 ❑ 411 ❑ 412 ❑ 413 ❑ 414 ❑ 415 ❑ 416 ❑ 417 ❑ 418 ❑ 419 ❑ 420 ❑ 421 ❑ 422 ❑ 423 Special Provisions: ❑ 509.2 ❑ 509.3 ❑ 509.4 ❑ 509.5 ❑ 509.6 ❑ 509.7 ❑ 509.8 Mixed Occupancy: ® No ❑ Yes Separation: _ Hr. Exception: ❑ Incidental Use Separation (508.2) This separation is not exempt as a Non - Separated Use (see exceptions). ❑ Non - Separated Use (508.3.2) The required type of construction for the building shall be determined by applying the height and arca limitations for each of the applicable occupancies to the entire building. The most restrictive type of construction, so determined, shall apply to the entire building. ❑ Separated Use (508.3.3) - See below for area calculations For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area of each use divided by the allowable floor area for each use shall not exceed 1. Actual Area ofOccupancvA + Actual Area of Occupancv B < Allowable Area of Occupancy A Allowable Area of Occupancy B — + + ...... = < I.(I0 STORY NO. DESCRIPTION (A) (B) (C) (D) (E) (F) AND USE BLDG AREA TABLE 503 AREA FOR AREA FOR ALLOWABLE MAXIMUM PER STORY AREA FRONTAGE SPRINKLER AREA OR BUILD/NO (ACTUAL) INCREASE INCREASE UNLIMITED AREA' 1 -Saoct A3 6600 1- CR A3 0864 7464 6000 3300 0 9300 9300 I Frontage area increases from Section 506.2 are computed thus: a. Perimeter which fronts a public way or open space having 20 feet minimum width = 316 (F) b. Total Building Perimeter = 389 (P) c. Ratio (F/P) = 0.81 (F/P) d. W = Minimum width of public way = 30 (W) e. Percent of frontage increase h= 100 ] F/P -0.25] x W/30 = 55 ( %) r The sprinkler increase per Section 506.3 is as follows: a. Multi-story building 1, = 200 percent b. Single story building 1, = 300 percent ' Unlimited area applicable under conditions of Sections Group B, F, M, S, A -3, A-4 (507); Group A motion picture (507.10); covered mall buildings (402.6); and H -2 aircraft paint hangers (507.8). 4 Maximum Building Area = total number of stories in the building x E (506.4). 5 The maximum area of open parking garages must comply with Table 406.3.5. The maximum area of air traffic control towers must comply with Table 412.1.2. 2009 NC Administrative Code and Policies 130 ALLOWABLE HEIGHT ALLOWABLE I INCREASE FOR SPRINKLERS- SHOWN ON PLANS CODE (Tams 503) REFERENCE Type of Construction Type 5B Type 5B Table 503 Building Height in Fed Feet 40'-0" Feet = H + 20' = 25' -0" Table 503 Building Height in Stories Stories _ 1 Stories + 1 = Stories 1 Table 503 FIRE PROTECTION REQUIREMENTS / • Life Safety Plan Shoe[ #, if Provided NA/EXISTING . ° ', Z„�• Sy r DUUJHNC ELEMENT FIRE RATING DETAIL # DESIGN # �► � •r0 SEPARATION REQ'D PROVIDED AND FOR K DISTANCE (W/ • SHEET# BATED • -' r 4 t ' (FEET) REDUCTION) ASSEMBLY As Structural Frame. 714 including columns, girders, trusses Bearing Walls Exterior North East West South Interior Nonbearing Walla and Partitions Exterior walls North Fast West Sash interior walls and partition Floor Construction Including supporting beams and joists Roof Construction Including supporting beams and joists Shift Enclosures • Exit Shaft Enclosures - Other Corridor Separation Occupancy Separation Party /Fire Wall Separation Smoke Barrier Separation Tenant Separation Incidental Use Separation - a Indicate section ntmnba permitting reduction 2009 NC AdndnislrMlvO Code and Policies 131 • • LIFE SAFETY SYSTEM REQUIREMENTS '' • �4 Emergency Lighting: ❑ No ® Yes Exit Signs: ❑ No ® Yes 75PC Fire Alarm: ❑ No ❑ Yes O .ems Smoke Detection Systems: ❑ No ® Yes ❑ Partial Panic Hardware: ❑ No ® Yes EXIT REQUIREMENTS 3 // NUMBER AND ARRANGEMENT OF EXITS PLOOR, ROOM OR MINIMUM TRAVELDISTANCB ARRANGEMENT MEANS OF SPACE DESIGNATION NUMBER OF IIXITB EGREss (swum 1015.2) REQUIRED SHOWN ALLOWABLE TRAVEL ACTUAL REQUIRED ACTUAL ON PLANS DISTANCE TRAVEL DISTANCE DISTANCE (TABLE 1015.1) DISTANCE BETWEEN SHOWN ON SHOWN ON exaT DOORS PLANS PLANS NA/EXISTING 1 Corridor dead ends (Section 1017.3) 2 Buildings with single exits (Table 1019.2), Spaces with one means of egress (Table 1015.1) Common Path of Travel (Section 1014.3) EXIT WIDTH use GROUP (a) (b) (c) mar warm (inP' OR SPACE AREA AREA CAILRn.ATED 1GRE88 WIDTH REQUIRED WIDTH ACTUAL WIDTH DESCRIPTION PER OCCUPANT PER OCCUPANT (SECTION 1005. SHOWN ON PLANS OCCUPANT LOAD (TABLE 1005.1) (aeb) x c 1W4.) ( ) STAIR LEVEL STAIR LEVEL STAIR LEVEL NA/EXISTI NG ! See Table 1004.1.1 to determine whether net or gross area is applicable. See defmilion "Area, Gross" and "Area, Net" (Section 1002) 2 Minimum stairway width (Section 1009.1); min. corridor width (Section 1017.2); min. door width (Section 1008.1) I Minimum width of exit passageway (Section 10212) r See Section 1004.5 for converging exits. 5 The loss of one means of egress shall not reduce the available capacity to Is than 50 percent of the total required (Section 1005.1) 6 Assembly occupancies (Section 1025) 2009 NC Administrative Cade and Policies 132 STRUCTURAL DESIGN -; • DESIGN LOADS: NA/EXISTING q r / ®' 4 ' � Importance Factors: Wind (Iw) ,•'�� Snow (Is) �t �,, s� Live Loads: Roof psf • Mezzanine Psf 2 3 �� Floor Pd. /_ . Ground Snow Load: psf Wind Load: Basic Wind Speed mph (ASCE -7) Exposure Category Wind Base Shears (for MWFRS) Vx = Vy = SEISMIC DESIGN CATEGORY ❑ A ❑ B ❑ C ❑ D NA/EXISTING Provide the following Seismic Design Parameters: Occupancy Category (Table 1604.5) ❑ I ❑ n ❑ ID ❑ IV Spectral Response Acceleration Si 0 /.g S, 0 /8 Site Classlficatlon L_J Field Test ❑ Presun ptive 0 Ristorical Data Basic structural system (check one) Bearing Wall _ Dual w /Special Moment Frame _ Building Frame Dual w/lntermediate R/C or Special Steel _ Moment Frame _ Inverted Pendulum Seismic base shear V = V = Analysis Procedure Simplified Equivalent Lateral Force _ Modal Architectural, Mechanical, Components anchored? LATERAL DESIGN CONTROL: Earthquake Wind SOIL BEARING CAPACITIES: NA Field Test (provide copy of test report) psf Presumptive Bearing capacity psf Pile size, type, and capacity PLUMBING FIXTURE REQUIREMENTS NA /EXISTING USE WATERCLOSETS URINALS LAVATORIES SHOWERS/ DRINKING FOUNTAINS MALE FEMALE MALE PEIAALE TUBS REatLAK ACCassIBLE SPACE EXISTING NEW REQUIRED ACCESSIBLE PARKING NA/EXISTING LOT OR PARKING TOTAL U OF PARKING SPACES 9 OF ACCESSIBLE SPACES PROVIDED TOTAL 0 AREA REQUIRED PROVIDED REGULAR Wrnt5' VAN SPACES WITH E' ACCESSIBLE ACCESS AISLE ACCESS AISLE PROVIDED TOTAL 2009 NC Adndnlstrative Coda and Policies 133 SPECIAL APPROVALS NA/EXISTING Special approval: (Local Jurisdiction, Deputment of Insurance, OSC, DPI, DHI-IS, ICC, etc., describe below) ENERGY SUMMARY NA/EXISTING ENERGY REQUIREMENTS: The following data shall be considered minimum and any special attribute required to meet the energy code shall also be provided. Each Designer shall furnish the required portions of the project information for the plan data sheet. If energy cost budget method, slate the annual energy cost budget vs allowable annual energy cost budget. THERMAL ENVELOPE 3 . 8 tc Method of Compliance: so 0 �. �' . ❑ Prescriptive _% Glazed Wall Area • . //^/ ; ❑ Performance ❑ Energy Cost Budget , - , .4 Roof/ceiling Assembly (each assembly) /,`t 1%1C11, Description of assembly U -Value of total assembly R -Value of insulation Skylights in each assembly U -Value of skylight Z b / total square footage of skylights in each assembly Exterior Walls (each assembly) Description of assembly U -Value of total assembly R -Value of insulation Openings (windows or doors with glazing) U -Value of assembly shading coefficient projection factor low e required, if applicable Door R- Values Walls adjacent to unconditioned space (each assembly) Description of assembly U -Value of total assembly R -Value of insulation Openings (windows or doors with glazing) U -Value of assembly Low a required, if applicable Door R- Values Walls below grade (each assembly) Description of assembly U -Value of total assembly R -Value of insulation 2009 NC Administrative Code and Policies 134 3 BU Floors over unconditioned space (each assembly) 3 1p I l / Description of assembly / i ` P ,, U -Value of total assembly , A R -Value of insulation ,1 ` Floors slab on grade ` y\ 0 4 71(c Q om? 4) Description of assembly ' y EVt\$. U -Value of total assembly R -Value of insulation Horizontalvertical requirement slab heated ELECTRICAL SUMMARY NA/EXISTING ELECTRICAL SYSTEM AND EQUIPMENT Method of Compliance: ❑ Prescriptive ❑ Performance ❑ Energy Cost Budget Lighting schedule lamp type required in fixture number of lamps in fixture ballast type used in the fixture number of ballasts in fixture total wattage per fixture total interior wattage specified vs allowed total exterior wattage specified vs allowed Equipment schedules with motors (not used for mechanical systems) motor horsepower number of phases minimum efficiency motor type # of poles MECHANICAL SUMMARY NA/EXISTING MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT Method of Compliance ❑ Prescriptive ❑ Energy Cost Budget Climate Zone Thermal Zone winter dry bulb summer dry bulb Interior design conditions winter dry bulb summer dry bulb relative humidity 2669 NC Administrative Code and Policies 136 Building healing Toad ' �� l k Building cooling bad Mechanical Spacing Conditioning System ig 4•r re Unitary 0 c�.°' ` description of unit t heating efficiency cooling efficiency f heat output of nnit% 3 !/ cooling output of unit Boiler total boiler output. If oversized, state reason. Chiller total chiller capacity. If oversized, state reason. List equipment efficiencies Equipment schedules with motors (mechanical systems) motor horsepower number of phases minimum efficiency motor type # of poles 1008 NC Adndnlstrative Code and Policies 138