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Home My WebLink About19-0502 - CD S&S'd Rev.1 - 11-17-20GENERAL NOTES 1. Project Description: New Storage Facilities 2. Work Involved: a. Interior walls: i. Provide new metal stud walls of 3-5/8" metal studs & gypsum, where indicated. ii. Provide wall openings for new interior doors. iii. See Door Schedule for more information. iv. See Wall Types for more information. b. Exterior Walls: i. Provide new masonry walls, per plans. ii. Provide openings for new door & window products, per plans. iii. See Door & Window Schedule for more information. iv. See Wall Types & Wall Sections for more information. c. Interior Ceilings: i. Provide 5/8" gypsum ceilings where indicated. ii. Provide security mesh above storage units. iii. See Reflected Ceiling Plan for more information. d. Mechanical: i. Provide new suspended AHUs, per plans. ii. Provide new CDUs on condenser pads, typical. iii. Provide new metal ducts throughout, per plans. iv. See Mechanical Drawings for more information. e. Electrical: i. Provide lighting & power throughout, per plans. ii. Tie into existing electrical utility connections & provide new meters, per plans. iii. See Electrical Lighting & Power Plans for more information. f. Plumbing: i. Provide plumbing service for new restrooms. ii. Tie into existing water service and ss line for new restrooms. iii. See Plumbing Plan for more information. g. Roofing: i. Provide new pre -fabricated wood roof trusses, per plans. ii. Provide new roof sheathing, per plans. iii. Provide new metal roofing product. iv. Refer to Structural Drawings & Roof Plan for more information. h. Structural: i. Provide new masonry footings, slabs & beams, per plans. ii. Refer to Structural Drawings for more information. i. Fire Sprinkler/Fire Alarm: i. N/A 3. Work completed shall meet all local and state building code requirements. 1. Contractor shall verify existing site conditions of project location prior to commencement of work. 2. Contractor shall coordinate and verify all utility requirements, compatibility and location of projected utilities of project, as shown on the drawings. 3. Contractor responsible for coordinating all trades to complete work. Contractor shall issue full sets of drawings to sub -contractors commissioned to complete the work. 4. Contractor shall verify space requirements and location of project utilities. 5. Contractor shall field verify all dimensions of project. Do not scale drawings. 6. Contractor shall notify Architect of any discrepancies in drawings and/or specifications of project. Commencement of the work without proper notification to the Architect, the contractor will assume responsibility of work preformed. 7. Contractor shall notify the Architect, when the full intent of the drawings and/or specifications is not clear. Commencement of the work without proper notification to the Architect, the contractor will assume responsibility of work preformed. 8. Owner and Contractor shall coordinate Schedule of Values, Application of Payment, Construction Cost and any other fees related to this project. 9. Owner and Contractor shall coordinate Schedule of Construction and notify Architect of schedule. 1. Architect will submit Supplemental Instructions for minor changes. 2. Contractor may propose changes by submitting a request for change to Architect. Architect and Owner shall give written approval for all changes made by the Contractor. Commencement of the work without written approval from Architect and Owner, the contractor will assume responsibility of work preformed. TAL: 1. Prior to construction Architect and Owner shall submit a list, to the Contractor of required shop drawings submittals for this project. 2. Prior to construction Architect and Owner shall submit a list, to the Contractor of all required testing for this project. Contractor shall be responsible for the cost of any testing requested by the Owner. 1. Contractor shall provide and maintain access to the site of the project. 2. Contractor shall coordinate with Owner for temporary facilities requirements, if required for this project. 3. Contractor shall be responsible for maintaining a clean and safe construction site. 4. Contractor is responsible for the removal of all construction debris. ALS: 1. Store and protect all project products and materials in accordance with manufacturer instructions. Products and materials of this project shall be installed free of damage. 2. Architect shall approve all product or material substitutions. 1. Contractor shall notify the Owner 30 days prior to the date of substantial completion. At the time of substantially complete, Contractor shall submit a list of items (punch list) to be completed or corrected within the final days of construction. Owner and Contractor will set the project completion date. 2. Owner and/or Architect will make an inspection with seven (7) days of receipt of substantially complete punch list. Owner and/or Architect may add items to complete or correct prior to final completion. 3. Contractor shall leave site clean and free of any construction debris or equipment at the end of the project. 4. Contractor shall give Owner operating instructions for the mechanical, electrical, and other operating equipment installed for this project. 5. Contractor shall submit to the Owner all warranties, operating and maintenance manuals for the following products and equipment: a. Termite Soil Poisoning b. Roof System c. Impact Resistant Doors and Windows, d. HVAC unit(s) e. Finish Hardware, Keying system f. All installed Flooring g. Toilet Accessories 6. Owner may request additional warranties for other products. Contractor will be given notice prior to work. Product Approval Submittal Affidavit Site Address: 9563 South Ocean Drive; Jensen Beach, FL 34957 Opening Schedule: Swing Doors, Overhead Doors, Fixed Glass, Roofing & Water Proofing FL# or Product Model # Manufacturer Glass Attachment Method Type, Building Design Product Design Miami -Dade Description Size, Spacing, & Embedment Pressure Pressure FL# Aluminum Resistor Trulite Glass & .090" Saflex PVB 1/4"0 tapcon by "ITW" into 2by wood bucks or See Structural Drawings ±65.0 psf Glass 22538.1 Storefront Series 3200 Aluminum Solutions wood structures, 1-1/2" min. penetration into ±89.9 psf Anchors System Aluminum wood, (2) anchors @ ea. side of mullion or Thermal jamb Storefront Refer to product approval for additional (L.M.I.) installation instructions. FL# Swinging Series 351 Trulite Glass & .090" Saflex PVB 1/4"0 tapcon by "ITW" into 2by wood bucks or See Structural Drawings ±70 psf Overall Design 18413.1 Exterior Door Aluminum Aluminum Solutions wood structures, 1-1/2" min. penetration into Load Assemblies Dry -Glazed wood, (1) anchor 3" max @ threshold corners, Doors 15" max. @ threshold, 17" o.c. @ jambs, 6" (L.M.I.) max. @ corners Refer to product approval for additional installation instructions. FL# or product Model # Manufacturer Attachment Method Type, Building Design Product Design Miami -Dade Size, Spacing, & Embedment Pressure Pressure FL# Metal Roofing Series 1300 Englert Inc. (2) #10 pancake -head Screws per 2" clip @ 24" o.c. over min. See Structural Drawings -69 psf w/ 2" clip @ 24" 11727.1 R12 Over 24ga. 19/32" structural wood sheathing. o.c. Sheathing Refer to N.O.A. for additional installation instructions. FL# 14215.1 Waterproofing Soprema Soprema, Inc. Installation shall strictly adhere to product approval See Structural Drawings -52.5 psf Waterproofing #14215.1 over in. 19/32" plywood. Systems Refer to N.O.A. for additional installation requirements FL# 742.1 Roll -Up Series 625 Overhead Door Z-Guides attached thru 2x6 or 2x8 p.t. buck w/ 1/2"0 exp. See Structural Drawings ±50 psf Exterior Door Insulated Corporation anchors, 3-1/2" embed @ 6" from each end & @ 16" o.c. in Assemblies (Impact) between. Refer to N.O.A. for additional installation requirements N/A Soffit Stucco on - Stucco Finish on High Rib Lathe See Structural Drawings N/A High Rib Lathe N/A Stucco Stucco Direct - Built -Up Stucco Shutters Direct to Masonry See Structural Drawings N/A Shutters to Masonry I have reviewed the above product approval information and and approved it. Name: Nicole L. Norton/N2 architecture + design Signature: Certification Number: AR 91827/ AA26002853 Date: PROJECT INFORMATION DESIGN PARAMETERS: Florida Building Code (6th Edition, 2017) Florida Residential Code (6th Edition, 2017) Florida Existing Building Code (6th Edition, 2017) Florida Plumbing Code (6th Edition, 2017) Florida Mechanical Code (6th Edition, 2017) Florida Fuel Gas Code (6th Edition, 2017) 2014 National Electric Code Florida Energy Code (6th Edition, 2017) Florida Fire Prevention Code (6th Edition) 2013 National Fire Alarm Code - (NFPA-72) 2017 Florida Accessibility Code Building Design: Utilimate Wind Speed: Nominal Design Wind Speed: Building Risk Category: Wind Importance/Use Factor: Internal Pressure Coefficient: Building Mean Height: Roof Overhang: Roof Pitch: Exposure: Design Loads: Impact Protection: JURISDICTION: Enclosed See Structural See Structural II 1.0 +/-0.18 Varies 611 5:12 D Roof Dead Load/Live Load: See Structural Floor Dead Load/Live Load: See Structural Impact Resistant Windows & Doors Throughout Unincorporated St. Lucie County OCCUPANCIES: Group 'S-1' - Storage Group 'B' - Business CONSTRUCTION: Type V-B Un-Sprinklered, Unprotected Exterior Bearing Walls - Reinforced Masonry Pre -Engineered Wood Roof Trusses Int walls- MTL Studs & Gypsum Metal Roofing Product Over Underlayment on Ext. Wood Sheathing AREA TABULATIONS: Building "A": 2,100 Gross Sq. Ft. Building "B": 3,120 Gross Sq. Ft. Building "C": 5,760 Gross Sq. Ft. Building "D": 4,800 Gross Sq. Ft. Building "E": 3,120 Gross Sq. Ft. Buildina "F": 1.440 Gross Sa. Ft. Total Under -Air: 20,340 Gross Sq. Ft. *Refer to Code Information A0.2 for Occupant Loads LOCATION MAP PROJECT LOCATIONfr JJJfff = a INDEX OF DRAWINGS Revised 17-Nov-2020 Sheet Sheet Title , G0++'++'++'++' + + + + A0.1 Cover Sheet, General Information + Notes ■ ■ A0.2 Code Information ■ A2.0 Life Safety Plans + Notes ■ A2.1 Floor Plans Buildings A B C ■ A2.2 Floor Plans Buildings D E F ■ A2.3 Reflected Ceiling Plans ■ A2.4 Roof Plans ■ A2.5 Enlarged Restroom Plan ■ A2.6 Schedules + Details ■ ■ A2.7 Wall Types ■ A3.1 Exterior Elevations ■ A3.2 Building Sections ■ A3.3 Wall Sections + Details ■ S0.1 Structural Notes & Design Criteria ■ S1.1 Ground Floor Plans Building A B & C NJ I S1.2 Ground Floor Plans Building D E & F ■ S2.1 Roof Framing Plan Building A B & C ■ S2.2 Roof Framing Plan Building D E & F ■ S3.1 Sections & Details NJ I S3.2 Sections & Details ■ M0.1 Mechanical Notes ■ M2.1 Buildings A B C Mechanical Plans ■ M2.2 Buildings D E F Mechanical Plans ■ M6.1 Mechanical Schedules ■ P0.1 Plumbing Notes ■ P2.1 Buildings A B C Sanitary Plans ■ P3.1 Buildings D E F Domestic Water Plans ■ E0.1 Electrical Notes ■ E1.1 Site Photometric Plan ■ E1.2 Site Power Plan ■ E2.1 Buildings A B C Lighting Plans ■ E2.2 Buildings D E F Lighting Plans ■ E3.1 Buildings A B C Power Plans ■ E3.2 Buildings D E F Power Plans ■ E5.1 Riser Diagram ■ IN %J I L%J SYM BO LS O Window ax.x Detail ## Door ## Keyed Note xxx Room Name xx.x Interior Elevation 0 Wall Type xx.x Exterior Elevation ax.x Wall Section AXx Building Section 0 Revision 0 Miscellaneous Key PROJECT CONTACTS OWNERS: Jeremiah Baron & Co. Jeremiah B. Baron 49 Flagler Avenue Stuart, FL 34994 (772) 528-0506 STRUCTURAL DESIGN: Bob Rude Structures, Inc. Robert S. Rude, P.E. 10461 Six Mile Cypress Pkwy Ste. 501 Fort Myers, FL 33966 (239) 277-7771 ARCHITECT: N2 architecture + design Niki L. Norton, R.A. 2081 SE Ocean Blvd., Ste. 1A Stuart, Florida 34996 (772) 220-4411 SITE PLANNING: EDC, Inc. Rod Kennedy 10250 SW Village Parkway Ste. 201 Port Saint Lucie, FL 34987 (772) 462-2455 MEP ENGINEER: KAAM Consulting John Mayr, LEED AP, BD+C 1408 Orange Avenue Fort Pierce, FL 34950 (772) 595-1745 GEOTECHNICAL: Anderson Andre Consulting Engineers, Inc. Peter G. Andersen, P.E. 834 SW Swan Avenue Port Saint Lucie, FL 34983 (772) 807-9191 k go C 4J +-' T i (n }i Fu.cofo N - C (L)t U1 w = U Ln O fTp C LC C L a o O v Q C foo 3 'u °3 >L O- � O O In > +.+ fo 'n O In ro tn Q] U L 7 a 0 cn C N } a o t O c U t ��"3� L L c C: o� +� Q IZ- C: al 3 vro3 m v �, �L - c f ` v o o f o T u� � c � v� ") 61 a-' M �v 3 + U U 3 U a p fu Q) fo@� U CU C L fo L Q u < m E6-< :3 CO). ON J -2) LL (V N > t R =0 L + co CZ U) N 00 Lu E Co 0 + O N U � 4_0 U _N F U i ef S_ OF °,' iGpt L NoRr, Q AIR9182'7 C3 Zk461�� signeci ano sealed ay NICOLE NORTON, RA, LIED AP rasing a Digital Signature and Date. Printed Copies are not considered signed and sealed and the signature must be veri:,rd on any electronic copies. Digitally signed by Nicole Norton Date: 2020.11.18 08:23:01-05'00' a) r..' ! Lr) o0) � M (a J V L.L OO O� If Ln V (u(a O -J O CO 00 O im N � Ln ro cn N Ln M rn rn Rev. # Date Q17-Nov-2020 1 Building Dept. Comments Project Number 19-0502 Status Construction Docs. Issue date 07-Oct-2020 Sheet A0n1 Cover Sheet CODE INFORMATION 1. GENERAL INFORMATION 7. OCCUPANT LOAD (1004): 10.4. Exit Access Travel Distance & Common Path of Egress Travel (Unsprinklered): Name of Project: Baron Self Storage Occupancy Type: Business & Storage Occupancies Business Storage Project Address: 9500 South Ocean Drive Actual Occupants By Load Room Name Area Travel Distance (Table 1017.2): 200' 200' Jensen Beach, FL, 34957 Occupants Area Factor Common Path (Table 1006.2.1): 100, 100, Proposed Use: Storage Facility Business Occupancy B-1 Owner or Authorized Agent: Jeremiah Baron 10.5. Exit Access Configuration (1007): Service 101 - 2 100 gross 209 gsf Address: 49 Flagler Avenue, 3`d Floor Mechanical 104 - 1 300 gross 83 sf Meets Diagonal Rule (1007.1.1)? Yes No _X N/A Stuart, Florida 34994 10.6. Panic and Fire Exit Hardware (1010.1.10): Sub -Total 3 Persons 292 gsf Panic Hardware Required? N (Y/N) Group A or E > 50 Persons Storage Occupancy S-1 2. LEAD DESIGN PROFESSIONALS: Exceptions (List): Storage Building "A" - 5 300 gross 1,638 gsf Designer Name License # Phone Storage Building "B" - 10 300 gross 3,120 gsf Architectural: Niki L. Norton, R.A. AR91827 772.220.4411 Storage Building "C" - 19 300 gross 5,760 gsf 11. FIXTURES & FAUCETS (Chapter 29, Table 403.1): Structural: Bob Rude Structures CA8910 239.277.7711 Storage Building "D" - 16 300 gross 4,800 gsf Occupancy: S-1 MEP: KAAM Consulting 58232 772.595.1745 Storage Building "E" - 10 300 gross 3,120 gsf Total Persons: 65 Storage Building "F" - 5 300 ross 1,440 sf Total Persons - 2: 33 Men & Women 3. GENERAL CODE DATA: Sub -Total 65 Persons 19,878 gsf 3.1. Building & Fire Codes Used in Design: M. W/C F. W/C Urinal M. Lay. F. Lay. D/F Service Sink Grand Total: - 68 Persons 20,170 gsf Florida Building Code (6d' Edition, 2017) Florida Residential Code (6d' Edition, 2017) Required 65/100 = 0.65 <67% 65/100 =0.65 65/1,000 = 0.065 1 Required Florida Existing Building Code (6t'' Edition, 2017) 8. FIRE PROTECTION REQUIREMENTS: Florida Plumbing Code (6t' Edition, 2017) 8.1. Fire Resistance Rating Requirements (Table 601): Type V-B, Un-sprinklered Occupancy: B Florida Mechanical Code (6t1i Edition, 2017) Building Element Req'd Rating U.L. # Total Persons: 3 Florida Fuel Gas Code (6t' Edition, 2017) Primary Structural Frame 0 - Total Persons- 2: 2 Men & Women Florida Energy Code (6'' Edition, 2017) Bearing Walls Florida Fire Prevention Code (6t' Edition) Exterior 0* - M. W/C F. W/C Urinal M. Lay. F. Lay. Baths D/F Service Sink 2013 National Fire Alarm Code - (NFPA-72) Interior 0 - 2017 Florida Accessibility Code Non -Bearing Walls & Partitions Calculation 3/25 = 0.12 <67% 3/40 = 0.075 N/A 3/100 = 0.03 1 Required Exterior 0 - Total Required 0.77 - 0.725 - 0.0951 1 3.2. Construction Description: Interior 0 - _X New Construction Renovation _-TI (Tenant improvement) Floor Construction 0 - Provided 2 - 2 - 2 1 Alteration _Addition Roof Construction 0 - 12. ACCESSIBILITY (Chapter 11): 3.3. Scope of Work: * (Table 602) 1 Not Less Than the Fire -Resistance Rating Requirements for Exterior Walls Number of Accessible Exit Accesses: 1 Exits New Storage Facility Buildings Based on Fire Separation Distance. Accessible Access to Public Way: _X Yes -No -Existing Accessible Restrooms Provided: No 4. BUILDING DATA: 8.2. Fire Resistance Rating Requirements for Exterior Walls Based on Fire Separation Distance -X-Yes _Existing Gross Square Footage: 20,340 Sq. Ft. (602) 12.1. Florida Accessibility Code Design Certification Form Exterior Walls: Nominal Masonry Required for commercial addition & alteration permits (in applicable jurisdictions), where a Interior Walls: Metal Studs & Gypsum or Corrugated Metal Partitions Fire Separation Distance Construction Type OccupanU Rating portion of the overall cost must be allocated to improve access for disabled individuals 10 < X < 30 V-B S-1 0 Hr. concurrent with the standards of the ADAAG adopted by the jurisdiction. (602) Construction Type: lA _IB _IIIA IIIB 10 < X < 30 V-B B 0 Hr. X Not Provided N/A IV VA X VB 1 _Provided Protected? Yes {A) o ial 8.3. Fire & Smoke Protection (Chapter 7) 13. DESIGN PARAMETERS: Mixed Construction: -Yes X No _Partial (704.2) Structural Elements - - Jurisdiction: St. Lucie County Building Department (903) Sprinkler System? -Yes X No -Partial (705.2.3) Combustible Projections: N/A - Life Safety: St. Lucie County Fire District Standpipes _Yes _X_No _Wet _Dry Class _Combined (705) Exterior Walls: 0 - Building Design: Enclosed (504) Building Height Varies or ( _Unlimited, per ) (706) Fire Walls: N/A - Ultimate Wind Speed: See Structural (505) Mezzanine? -Yes X No (707) Fire Barriers: N/A - Nominal Design Wind Speed: See Structural High Rise Construction -Yes X No (708) Fire Partitions: N/A - Exposure: D Atrium -Yes XNo (709) Smoke Barriers: N/A - Building Risk Category: II Basement -Yes X No (710) Smoke Partitions: N/A - Wind Importance/Use Factor: 1.0 (711) Floor & Roof Assemblies: 0 - Internal Pressure Coefficient: f0.18 5. OCCUPANCY CLASSIFICATION (303): (712) Vertical Shafts: N/A - Design Loads (303) Assembly: -A-1 -A-2 -A-3 -A-4 -A-5 (718) Concealed Spaces: N/A - Roof Dead Load: See Structural (304) Business: _X_B (718.3) Draft Stopping in Floors: N/A - Roof Live Load: See Structural (305) Educational: _E (718.4) Draft Stopping in Attics: Provided Materials Impact Protection: Impact Doors & Windows Throughout (306) Factory -F-1 -F-2 Per 718.3.1 Building Mean Height: Varies (307) High -Hazard -11-1 -H-2 -H-3 -H-4 -H-5 Multiple (5 10) Special Provisions: N/A - Roof Overhang: 6" (308) Institutional I-1 -1-2 -1-3 -I-4 _(Use Condition 1-4) Roof Pitch: 5:12 (309) Mercantile M Provide Draft Stopping Such That No Horizontal Areas Exceeds 3,000 Square Feet Per (3 10) Residential _R-1 -R-2 -R-3 -_R-4 -(Use Condition 1-2) 718.4.3 14. SPECIAL DETAILED REQUIREMENTS: (3 11) Storage _X_S-1 _S-2 Review Chapter 4 for any special requirements related to any occupancies contained within the (312) Utility & Misc. U 8.4. Exterior Walls (Chapter 705) work area. (402) Covered Mall _Yes (403) High -Rise -Yes 8.4.1. Exterior Wall Fire Separation (705.8.1): (402) Covered & Open Mall Buildings: (425) Hyperbaric Facilities (405) Underground -Yes The maximum area of unprotected and protected and protected openings permitted in an (403) High Rise Buildings: 426) Combustible Dusts & Grains (406) Motor Vehicle -U exterior wall in any story of a building shall not exceed the percentages specified in (404) Atriums (449) Hospitals Table 705.8.6 (405) Underground Buildings (450) Nursing Homes 5.1. Mixed Occupancies (508) (406) Motor Vehicle (451) Ambulatory Surgical Centers Exceptions: Exception 2: Buildings whose exterior bearing walls, exterior (407) I-2 Institutional (452) Bathing Centers Mixed Occupancies? _X_No (Separation Req'mt: None), See Table 508.4} nonbearing walls and exterior primary structural frame are not (408) I-3 Institutional (453) State Requirements for Education Fac. required to be fire -resistance rated shall be permitted to have (409) Motion Picture Projection Rooms (454) Swimming Pools & Bathing 5.2. Incidental Uses (509) unlimited unprotected openings. (410) Stages & Platforms (455) Public Loading Establishments Incidental uses are ancillary functions associated with a given occupancy that generally pose a (411) Special Amusement Buildings (456) Public Food Service Establishments greater level of risk to that occupancy. 8.4.2.Combustible Projections (705.2.3) (412) Aircraft -Released Occupancies (457) Mental Health Programs Combustible projections do not extend to within 5' of the line used to determine fire (413) Combustible Storage (458) Manufactured Buildings Incidental Uses? X Yes If So List Below No N/A - - ( ) - - separation distance. Fire -retardant materials not required. (414) Hazardous Materials (459) Bootcamps for Children (415) H-1, H-2, H-3, H-4, H-5 (460) Mausoleums and Columbarium Building A: 2,100 gsf 8.5. Fire & Smoke Protection (Chapter 7): (416) Application of Flammable Finishes (461) Transient Public Lodging Establishments Business Occupancy Incidental to S-1 Storage: 209 s.f. Draft Stopping in Floors (718.3) Yes No X N/A (417) Drying Rooms (462) Use of Asbestos in New Gov. Buildings Separation not required for incidental uses under 10 percent of the building area. ent Draft Stopping in Attics (718.4) Yes No N/A (418) Organic Coatings (463) Adult Day Care _X (419) Live/Work Units (464) Assisted Living Facility 6. ALLOWABLE AREAS &HEIGHTS (5063 8.6. Wall & Ceiling Finishes (803) (420) Groups I-1, R-1, R-2, R-3, R-4 (465) Control of Radiation Hazards 6.1. Allowable Building Height (Table 504.3) BUSINESS Un-Sprinklered (421) Hydrogen Fuel Gas Rooms (466) Day Care Occupancies Allowable Height: 40 Interior Exit Stairs/Ramps/Passages A (422) Ambulatory Care Facilities (467) Hospice Inpatient Facilities and Units Actual Height: 20.5 Ft. Corridors & Exit Stairs/Ramps B (423) Storm Shelters (468) Schools, Colleges and Universities Rooms & Enclosed Spaces C (424) Children's Play Structure (469) Office Surgery Suite 6.2. Allowable Number of Stories (Table 504.4) Allowable Stories: 2 Stories STORAGE Un-Sprinklered Special Requirements (List): None Actual Stories: 1 Story Interior Exit Stairs/Ramps/Passages B Corridors & Exit Stairs/Ramps B 15. SPECIAL INSPECTIONS 6.3. Allowable Area Factor (Table 506.2) Rooms & Enclosed Spaces C I have reviewed the requirements on Special Inspections and will perform the applicable required Building Type: V-B, Un-Sprinklered, Unprotected inspections as part of my responsibilities acknowledged under my letter of supervision. Allowable Area: 9,000 S.F. 9. FIRE PROTECTION SYSTEMS (Chapter 9): Yes -No X N/A _ _ Actual Areas: Building A: 2,100 SF � X No N/A 9.1. Fire Sprinkler Required. Building B: 3,10 SF -_Yes 16. QUALITY ASSURANCE FOR WIND REQUIREMENTS Building C: 5,760 SF I have prepared a quality assurance plan for wind requirements and have included this plan with p p q �' p Group S-1 fire areas shall not be used for the storage of commercial motor vehicles where the BuildingD: 4 800 SF Building E: 3,120 SF fire area exceeds 5,000 s.f. Fire Areas for storage do not exceed 12,000 s.f. permit documents. X Yes No NIA X Building F: 1,440 SF - - - -- Overall: 2Q,340 SF 10. MEANS OF EGRESS (Chapter 10): 17. SAFETY GLAZING (2406.2) 10.1. Number of Exits & Exit Access Doorways (1006): Business Storage I have identified on drawings where tempered glass is required in hazardous locations. 6.4. Mezzanine? (505) Yes X No Units of Egress Required: 1 1 Per Bay X X No --NIA Yes Units of Egress Provided: 1 1 Per Bay 18. PREFABRICATED ELEMENTS 10.2. Means of Egress Sizing (1005.3.2): Shop Drawings required for prefabricated elements requiring the review of the Architect of Record BUSINESS Required Provided & seal of a Specialty Engineer or Engineer of Record (prefabricated stairs, metal buildings, etc.)? 13 Occupants} x 0.2 Inches 0.6" 36" _X_Yes No N/A STORAGE 19. PRE-ENGINEERED TRUSSES { 65 Occupants } x 0.2 Inches (1005.3.2) 13" 108" Per Unit Live Loads Calculated? X Yes -No _Existing Wind Loads Calculated? X Yes -No _Existing 10.3. Spaces/Stories With One Exit or Exit Access Doorway: Stories With One Exit or Exit Access: _ Yes [Table 1006.3.2(2)] No X_ N/A Truss placards shall be provided on exterior of commercial structures with new trusses. Spaces With One Exit or Exit Access: _X Yes (Table 1006.2.1) -No -N/A � -r- 0 E v fu V @ = O C = C L C7 O �� C a w O< C fu N L Q O N .L 7 11 O M C NU� N O- (' C N +� C C OU=_ O fru ��av 3L O L C < v'LL Tm CO,}�) L > N n 3 ._ V rn (n 3 _ •L C .L =� Y C O O L �M n M 4-L � 3 U O 3 22 V Zv 0 CocU: f- UQ ° < <� Ea<L - <E o rn CO ON U7 J LL N En N - 0 NU) LJ_ m U + Cal N Vl 0 O •� L LU -0 (DU) EC) 0 + O N U U Q) i (a ',. pi,,E L NORr, co -- 0 ; 4 ,Q AR91827 = U NORTON, RA, LEED AP using a Digital Signature and Date. Printed Copies are not considered signed and sealed and the signature must be veri6ed on any electronic copies. W 0) L- O Q) •' r�" Ln 4-J �//•• L 0 rM V) C U 0 V J O L co W a- J Z) (n l0 Ln O) J LL O O = O Lr) U ra O ra m i N 00 m ru Ln N n n � Rev. # Date Q1 17-Nov-2020 Building Dept. Comments Project Number 19-0502 Status Construction Docs. Issue date 07-Oct-2020 Sheet A0n2 Code Information