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BUILDING PLANS
GENERAL NOTES 1. Project Description: Interior Tenant Improvement 2. Work Involved: a. Demolition: i. Remove portions of existing metal building end -wall and zee framing and prepare for new door opening and metal jamb. Refer to Structural Drawings for more information. ii. Demolish existing first floor frame walls at existing restrooms on first floor only. Patch & repair as required. iii. Remove portions of existing frame walls on second floor. Patch & repair walls as required. iv. Remove existing furnishings at existing restrooms on first floor. Discard water closets per Owner instruction. v. Cut floor for new restrooms on first floor. Field verify slab prior to cutting floor. vi. Prep concrete drive for new accessible vehicle spaces and grade as necessary. b. Interior walls: i. Provide new interior walls of 2x4 wood studs, 5/8" drywall, batt insulation R-11, per plans. ii. Add new knee wall to existing walls on second level, per plans. in. See Wall Types for more information. c. Exterior Walls: i. Provide new impact resistant door per plans. d. Interior ceilings: i. Patch & Repair existing finishes as required at areas to be demolished. ii. New 5/8" painted moisture -resistant drywall ceilings in restrooms over 2x4 wood studs at remodeled restrooms. iii. New ceiling framing of 2x4 wood stud furring & 5/8" painted gypsum on second level. iv. See Ceiling Details. e. Mechanical: i. New AHU and CDUs, per plans. ii. Provide new spiral duct and diffuser, per plans. in. Existing supply & return main trunk lines to remain. f. Electrical: i. Provide lighting and power on first and second floors, per plans. ii. All existing to remain as noted. g. Plumbing: i. Tie into existing water service and ss line for new restrooms. h. Fire Sprinkler/Fire Alarm: i. New sprinkler layout designed By Others for new ceiling and new room configurations. it. Fire Sprinkler contractor to provide those drawings. iii. New Fire Alarm By Others in separate permit, Contractor to coordinate work and drawings. Site: i. New accessible vehicle spaces, per plans. ii. New ADA ramp to new painted access aisle, per plans. 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. S. 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. 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. Impact Resistant Doors and Windows, if applicable b. HVAC unit(s) c. Automatic & Supervisory Sprinkler System d. Finish Hardware, Keying system e. Acoustical Ceiling Tile 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: 5350 Steel Boulevard, Fort Pierce, FL 34946 Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, & Windows: FL# or Product Model # Manufacturer Glass Attachment Method Type, Building Design Product Design Miami -Dade Description Size, Spacing, & Embedment Pressure Pressure 7586.1 Glazed Steel "Profiles' Therma Tru Doors 1" Thick Head: 1/4" x 3-3/4" PFH ITN concrete screw (2) See Structural Drawings +47/ -47 Outswing Single Door Glass Anchors 6" from turner lamb: 3/16" x 3-1/4" PFH ITW concrete Screw, & 1/4" x Outswing 3-3/4" PFH ITW Concrete Screw 14" max. o.c., 6" from corner sill: 1/4" x 1-3/4" PFH ITW Concrete Screw: (2) Anchors 6" from corner *Refer to additional Structural Detailing S-2.* I have reviewed t bove product approval information and and approved it. Name: Nicole L..- o n/ryJ� rchitecture + design Signature: i Certifica ' n be ' Date: �1 C� 3 Z, AR 91`.?7/ A53 NOV PROJECT INFORMATION DESIGN PARAMETERS: Florida Building Code (5th Edition, 2014) Florida Residential Code (5th Edition, 2014) Florida Existing Building Code (5th Edition, 2014) Florida Plumbing Code (5th Edition, 2014) Florida Mechanical Code (5th Edition, 2014) Florida Fuel Gas Code (5th Edition, 2014) 2011 National Electric Code 2012 Florida Accessibility Code Florida Energy Code (5th Edition, 2014) Florida Fire Prevention Code (5th Edition) 2010 National Fire Alarm Code - (NFPA-72) Building Design: Enclosed Utilimate Wind Speed: See Structural Nominal Design Wind Speed: See Structural Building Risk Category: II Wind Importance/Use Factor: 1.0 Internal Pressure Coefficient: +/-0.18 Building Mean Height: 21'-6" Roof Overhang: 6" Roof Pitch: 1/4" Per Foot Exposure: C Design Loads: Roof Dead Load/Live Load: Existing Structure Floor Dead Load/Live Load: Existing Structure Impact Protection: New Impact Resistant Door Existing Doors & Windows to be Shuttered During Inclement Weather JURISDICTION: Unincorporated St. Lucie County OCCUPANCY: Group 'F-1' - Moderate -Hazard Factory Industrial CONSTRUCTION: Type IIA Sprinklered Throughout Existing exterior bearing walls - Metal Zee Girts & PBR Metal Panel Existing Rigid Frame Metal Building Construction Existing 1-Hour Rated Floor Assembly New & Existing Int walls- Existing 2x4 Wood Studs & Gypsum Board Roofing Material - Existing Metal Roofing over Metal Purlins to Remain AREA TABULATIONS: First Level: 24,000 Gross Sq. Ft. Second Level: 1,870 Gross Sq. Ft. Mezzanine Level: 4,260 Gross So. Ft. Total Gross Floor Area: 30,130 Gross Sq. Ft. *Refer to Life Safety Plan for Occupant Load ALTERATION INFORMATION Alterations, Level 1 FBC 5th Edition, 2014; Chapter 7 (Existing Buildings): Building Elements & Materials: Interior Finishes: Class C Interior Trim: Class C Fire Protection: New Sprinkler & Alarm Design By Others In Separate Permit. Means of Egress: (7) Existing T-0" Doors to Remain. Structural: Reroofing: Existing Roofing to Remain. Electrical: New Work Installed per FBC Electrical 2014. Plumbing: New Work Installed per FBC Plumbing 2014. Mechanical: New Work Installed per FBC Mechanical 2014. Energy Conservation: Complies with FBC Energy Conservation 2014. Reroofing: Existing Roofing to Remain. Alterations, Level 2 FBC 5th Edition, 2014; Chapter 8 (Existing Buildings): Building Elements & Materials: No Additional Vertical Openings Interior Finishes: Class C Fire Protection: Fire Alarm & Detection: New Sprinkler & Alarm Design By Others In Separate Permit. Means of Egress: (7) Existing T-0" Doors to Remain. Accessibility: (2) Restrooms are Accessible. Structural: Existing structure to remain, new addition structure complies with FBC 2014. Electrical: N/A Plumbing: Existing to Remain. Mechanical: New Work Installed per FBC Mechanical 2014. Energy Conservation: Complies with FBC Energy Conservation 2014. Alterations, Level 3 FBC 5th Edition, 2014; Chapter 9 (Existing Buildings): Building Elements & Materials: No Additional Vertical Openings Interior Finishes: Class C Fire Protection: New Sprinkler Design By Others In Separate Permit. Means of Egress: (7) Existing T-0" Doors to Remain. Accessibility: (2) Restrooms are Accessible. Structural: Existing structure to remain, new addition structure complies with FBC 2014.vr' Energy Conservation: Complies with FBC Energy Conservation 2014. jo THESE PLANS AND ALL PnOPOSED WOPA AFiE SUBJECT TO AFC7 UCD7 FC( 1, REQUIFIED BY FIELD . MAY BE NECESSARY IF1 C)NU!M 10 COMPLY VJITH ALL APPUCAUE CC"uES. DATE: l-lg- PLUMII: DATE: / z MECH., (DATE: � INDEX OF DRAWINGS Revised xx-xx-xx Sheet DEC`602011 Sheet Title c +++++ A0.1 Cover Sheet, General Information & Notes ■ C1.0 Architectural Site Plan ■ A1.0 Demolition Plan & Notes ■ A2.la Overall Floor Plan ■ A2.0 Life Safety Plan ■ A2.1 First Floor Plan & Parking Details ■ A2.2 Second Floor Plan ■ A2.3 Second Floor Reflected Ceiling Plan ■ A2.4 Enlarged Restroom Plan ■ A2.5 Schedules & Details ■ AS1.0 Foundation Plan ■ M1.0 Second Floor Mechanical Plan ■ P1.0 Plumbing Details & Notes ■ E1.0 Second Floor Electrical Lighting Plan ■ S1 Location Plans Floor Plan Elevation and Structural Notes ■ S2 Structural Details ■ SYMBOLS O Window Ax.x Detail ## Door R Keyed Note xxx Room Name do Interior Elevation Q Wall Type xzx Exterior Elevation AX. Wall Section Az.x Building Section 0 Revision 0 Miscellaneous Key PROJECT CONTACTS OWNERS: Tattoo Yachts Laura & Paul Sharp 4521 PGA Blvd., Ste. 424 Palm Beach Gardens, FL, 33418 (949)903-2933 CIVIL ENGINEER: Giagrande Engineering & Planning Leo Giangrande, P.E. 73 S.W. Flagler Avenue Stuart, FL 34994 (772)888-9076 ARCHITECT: N2 architecture + design Niki L. Norton, R.A. 2081 SE Ocean Blvd., Ste. 1A Stuart, Florida 34996 (772) 220-4411 MEP ENGINEER: ProCalcs, LLC Tom Platania P.O. Box 882032 Port St. Lucie, FI 34988 (772)882-5700 ST. L FIRE STRUCTURAL ENGINEER:REVIE MBV Engineering REVIE Rodolfo Villamizar DATE: 1835 20th Street Vero Beach, FL 32960 (772)569-0035 U y C C 'd Y C L N W L O N C L U C �y E9��o S N v 0-c 0 m N , as n � w i °o as m a m 0 W oo.o.ca�'i y 6 a U= N O O m V O 2 4- J N t'i E O. O 1--� 0) 3 c a rnL 3 L o c 0 O N`3 O L O w O` m'v a30 Y � � = Y 'rJ C a L N V " I a ou a a E i a +� arnv C: 2 r (D 5 U) N O L m 0 C:+ ca N 5 �W In ECo CD N + O U N U a) 4_1 L (B SCANNED BY St. Lucie County :OUNTY FIRE STRICT FIALS 4 AND APPR D BY: -0 ko -U) > M L V a) fu ru OJU0M m LL_01 O N I M 0 � Oo2S� 4-J c:)a-J a fu L /� fV Ln L L 1- M Lr) O LL m J p1 . Rev. # Date „r Project Number 17-0321 Status Construction Doc: Issue date 06-Nov-17 Sheet AO . Cover Sheet EXISTING ZONING: TOTAL SITE AREA: PROVIDED BUILDING HEIGHT COVERAGE DATA: EXISTING BUILDING EXISTING WALKS/PAVERS/PARKING SITE DATA I-L 3.21 ACRES (140,000 GSF) 21'-6" 24,000 SQFT 58,017 SQFT PARKING REQUIRED 26-50 PARKING SPACES REQUIRES 2 ACCESSIBLE VEHICLE SPACES PER §208.2 OF THE 2014 FLORIDA ACCESSIBILITY CODE. PARKING PROVIDED 42 PARKING SPACES ACCESSIBLE PARKING REQUIRED 2 SPACE ACCESSIBLE PARKING PROVIDED 2 SPACE 1 - ARCHITECTURAL SITE PLAN P.O.C. N.E.COR. OF THE SAI/4 OF SEC. 30 \ iN5P. 34S., RG. 40V. /I J 39'47'08"W 1,-993.56' SCALE: 1"=30' IN THESE PL,,,N'S AND ALL PR0P0SED 4VOR'd ARE SUBJECT TO ANY CORREC �:Ct.:S FIFOUIRED BY FMO INSPECTORS T14K NIAY BE NECESEII Y IN ORWR TO CONI PLY WITH ALL APPLICABLE GOES. Y c L O C t: N Y d C Y C� v mm —o as N 0 N 3 m Sao u°1ica�i in c w Y 0 m v U; U E9 11, cc ¢ mE c ant c Y ayMwy'"3 QE v m m O N O L G O L 0 C V Q u¢a Ea¢ m ¢ E -0 Uq J N U- N DrFL NN� LL m w r 2 r + N 0 3 (II 33 a) U)CO C O O N U U N .0 ^ cu Vl -0 ko ' Q V fo 0 J (n M 01 = N i 4--J OIn d L L r M Lr) O LL (a J 01 Rev. # Date Project Number 17-0321 Status Construction Doc! Issue date 06-Nov-17 Sheet C 1 0 0 Architectural Site Plan p EXISTING A.C.T. TO REMAN 2 - SECOND FLOOR DEMOLITION PLAN EXISTING A.C.T. TO REMAN EXIST. PRIVATE R.R. SCALE: 3/16" = 1'-0 EXIST. EXISTING WH EXIST. CLOSET HALL CLOSET STAIR ' EXISTING COVERED EXIS REMOVE RESTROOM AREA AHU�REMOVE E AHU PARTITIONS, FURNISHINGS EXISTING & FIXTURES THROUGHOUT W/F & DISCARD PER \ OWNER DIRECTION SALVAGE/DISCARD FIXTURES PER OWNER DIRECTION \ OPEN JAN. EXISTING WORK OFFICE EXISTING ��y�-�^ � � AREA OFFICE Y�LJ I V�IJ I r"A T-4" WIDEN EXISTING OPENING FOR NEW DOOR, REMOVE EXISTING WINDOW & CUT EXISTING ZEE WALL FOR NEW JAMBS 3' 0" 2'-1 T-4"' n EXISTING RAIN LEADER 1 - FIRST FLOOR DEMOLITION PLAN REMOVE RESTROOM -� PARTITIONS, FURNISHINGS & / FIXTURES THROUGHOUT / SCALE: 3/16" = 1'-001 __N WALL LEGEND EXISTING 8" ZEE -GIRT METAL WALL WITH 4" WOOD STUD EXISTING PARTITION WALLS TO REMAIN. WALL FURRING TO REMAIN. EXISTING WALLS & ITEMS TO BE REMOVED. DEMOLITION NOTES 1. Do not consider demolition notes to be all inclusive. It is the Contractor's responsibility to inspect and assess the space and to fulfill the intent of the work indicated by the contract documents. Bring all deviations from the contract documents necessitated by field conditions to the attention of the Architect. 2. Cutting and removal indicated on the drawings are general indications only and do not necessarily show the full extent of cutting and removal which may be required by the job conditions. 3. Contractor shall verify and establish existing conditions and dimensions before proceeding with any portion of the work. 4. Contractor shall verify locations and extent of structure and items to be demolished and removed. 5. Extent of demolition and removal work is shown on drawings and and includes, but is not necessarily limited to the following; existing finished, partitions, doors, frames, ceiling systems and exterior wall systems, mechanical electrical and plumbing systems, exterior doors and windows. 6. Contractor shall obtain all permits required by local authorities having jurisdiction. 7. All demolition work shall be performed in accordance with all applicable local ordinances and building codes. 8. Remove and dispose of all structure and items as indicated, demolished and removed items shall be discarded. Transport demolished materials off of the owner's property and legally dispose of them. 9. Remove and salvage all items as indicated, deliver all items to owner's designated holding area. 10. Contractor is responsible for and will have control of demolition means, methods, and techniques, sequences and procedures. The contractor shall provide for the safety precautions and programs in connection with the work. The Architect will not be responsible for the Contractor's failure to carry out the work in accordance with the contract documents. 11. The Contractor shall visit the project site prior to demolition and/or contract negotiations and shall verify existing conditions with the demolition documents. Discrepancies between the demolition documents (and their intent) shall be brought to the Architect's attention for clarification. Bids shall not be submitted or contracts negotiated by the Contractor prior to clarification of the intent of the demolition documents where such intent is in doubt. 12. Contractor shall provide all necessary protection to portions of the work intended to be incorporated into the completed work. 13. Notify the Architect if undocumented Structural members are uncovered during the course of demolition. Keep the Architect notified of the progress of demolition. 14. Contractor shall coordinate all indicated demolition with plan locations indicated to endure proper location and dimension of demolished areas. Inform Architect of any discrepancies. 15. Existing wall finishes to remain intact, unless otherwise noted. Where damage has occurred, or patching is required due to demolition, provide new finish surface flush with existing. 16. Prior to the start of demolition and excavation work, the Contractor shall call 48 hours before digging; 1-800-432-4770 to locate all existing utility lines. Any disruption of utility services caused by failure of prior notification of utility companies shall be the sole responsibility of the Contractor. And all costs associated with proper repair and restoration of damaged utility services shall be borne by the Contractor. 17. Architectural construction shall be removed only to the extent required. Patch to match existing adjacent construction. Where electrical wires are exposed, Contractor shall cap ends of cut wires to protect against electric shock. 18. Remove projections, hangers, bolts, nails, etc, from existing surfaces. Patch all holes to match adjacent surfaces to remain. 19. Contractor shall provide all necessary shoring and bracing to support existing structure until permanent supports are erected. Take all necessary measures to prevent the collapse of walls, slabs, roofs, etc. - Contractor shall provide signed shop drawings and engineering calculation, signed and sealed by an engineer. 20. Where extension of existing wall surface is necessary due to demolition of existing opening, patch and repair new wall surface to match adjacent existing. 21. It shall be the duty and responsibility of the contractor performing any cutting or welding to comply with safety provisions of NFPA's national fire codes pertaining to such work. Contractors shall be responsible for all damages resulting from failure to comply. 22. Contractor shall submit schedule of operations and action plan for owner's and Architect's approval. Schedule and action plan shall include: hours of operation, staging area and use of utility services. Hours of operation shall be governed by local jurisdiction and building operations. 23. Contractor shall submit waste approval plan, which shall include location plan of all debris dumpsters and shall be governed by local jurisdiction and building operations. 24. Contractor shall coordinate with owner on all systems and utilities shut-off requirements with building operations 25. Pedestrian Protection - the work of demolishing any building shall not be commenced until pedestrian protection is in place and approved by local color jurisdiction as governed by the FBC. 26. Water accumulation: Contractor shall make provisions to prevent to the accumulation of water and/or damage to any property or foundations on the premises or any adjoining property. 27. Utility connections: utility service connections shall be discontinued and capped in accordance with approved rules and regulations per the requirements of the authority having jurisdiction. 28. It is the Contractor's responsibility to keep the jobsite clean and clear of debris during demolition. Upon completion of the work the Contractor shall ensure that the job site has been cleaned to the owner's satisfaction, prior to the contractor vacating the site. THESE PUN'S AND ALL PROPOSISD 4YCFRt'o ARE SUBJECT TO ANY C01169ECMIS `REQUIRED BY FI"LD INSPECTOF;S Tl4R'i . f�,,tY BE ,4ECES,rARY IN ORXD-'N TC C01,713LY WITH ALL APPUCABLE CO E3. -N y, 12" #4 EPDXY DOWEL- PATCH CONC. SLAB W/ EMBED MIN. 6' INTO \ 6x6-W1.4xW1.4 WIRE MESH EXISITNG CONC SLAB OVER 6 MIL VAPOR @ 48" o.c. ALONG CUT BARRIER i _ / TYPICAL UNLESS NOTED OTHERM§E ' X `'X- - NEW PLUMBING OR ✓ _._ WELL -COMPACTED SOIL W/ ELEC. CONDUIT TERMITE TREATED SOIL 2 - SLAB REPAIR DETAIL SCALE: NTS cioc'ii a� v c m v m 0 M 4 � L IO C L C rnxEa�a0. coo- v ¢ a c v' v a v at.L..00uvi3 v c 10� no uvi..0 c i C j6 O L L OO 10m'a 3 Ea v ¢ .IJ cc`ov v l a o c vEv a m m Y Lo L o C Y V u 3 V O g Y W d cc O Y � � Y Y U a c L a c C A a i;¢a Ea¢ @ 0, U C fj _I N231 D- N N 0 a t: N L IY m M 2 + N U)N f0 ) c .20 N ccn 0 0 -h CN 7 U N U L.. (0 a 0 C t CO o ' - zc J ¢ rr Z C.. (n -a �D � > a U 0 J (n M m LL_41 N O N i M 0 � N oZ� Cif 4-+ o afu Lip: L M Ln O LL M J ON Rev. # Date Project Number 17-0321 Status Construction Doc! Issue date 06-Nov-17 Sheet Ai . 0 Demolition Plan 1 - FIRST FLOOR LIFE SAFETY PLAN FIXTURE COUNT SUMMARY Total Persons: 150+2 = 75 Men & Women GROUP: "F-1": MODERATE -HAZARD FACTORY INDUSTRIAL WATER CLOSETS 1 URINALS LAVATORIES 1,2 DRINKING FOUNTAINS SERVICE SINK MALE FEMALE MALE <67% Substituted MALE FEMALE MALE FEMALE 1 REQUIRED 1 PER 100 75=100=.75 1 PER 100 75+100=35 1 PER 100 75-'100=.75 75=100=35 1 PER 400 150'400=.375 CALCULATION PROVIDED 1 1 1 1 1 1 1 Special Notes: 1.) One additional private restroom is provided on the second level with lavatory and water closet. 2.) Per §411.1 an emergency eyewash station is provided to occupants on the first level. SCALE: 3/32"= 1'-0" _N WALL LEGEND EXISTING 8" ZEE -GIRT METAL WALL WITH 4" WOOD STUD EXISTING PARTITION WALLS TO REMAIN. WALL FURRING TO REMAIN. NEW MIN. 3-1/2" WOOD STUDS W/ 5/8" THK GYPSUM WALLBOARD FINISH EACH SIDE (PAINTED). PROVIDE MIN. R-11 BATT INSULATION IN ALL WALLS SURROUNDING BATHROOMS & MECHANICAL ROOMS. LIFE SAFETY FLORIDA BUILDING CODE (5TH EDITION, 2014) OCCUPANCY (Chapter 3) GROUP "F-1": MODERATE -HAZARD FACTORY INDUSTRIAL MAXIMUM TRAVEL DISTANCE TO EXIT (Table 1016.2) 250' (SPRINKLERED) COMMON PATH OF EGRESS TRAVEL (Table 1014.3) 75' (SPRINKLERED) MAXIMUM DEAD END CORRIDOR (1018.4) 50' MINIMUM CORRIDOR WIDTH (Table 1018.2) 44 INCHES CLEAR MINIMUM CLEAR OPENING OF DOORS (1008.1.1) 32 INCHES CLEAR MINIMUM NUMBER OF EXITS (1015 & 1021.2) 2 MINIMUM STAIR WIDTH (1009.4) 44 INCHES CLEAR (50 OR MORE PEOPLE) EGRESS WIDTH PER PERSON 3/0 WIDE DOOR= 32" CLEAR 2-3/0 WIDE DOORS= 68" CLEAR TOTAL EGRESS WIDTH REQUIRED (1005): 0.2/FLOOR 0.3/STAIR 170 PERSONS/OPENING 340 PERSONS/OPENING 150 PERSONS X 0.2 30" +12" 2.5' SPECIAL REQUIREMENTS §509.1 1 Incidental uses located within single occupancy or mixed occupancy buildings shall comply with the provisions of this section. Incidental uses are ancillary functions associated with a given occupancy that generally pose a greater level of risk to that occupancy and are limited to those uses listed in Table 509. §509.3 1 Incidental uses shall not occupy more than 10 percent of the building area of the story in which they are located. SYMBOLS WALL MOUNTED LIGHTED WALL -MOUNTED FIRE EXTINGUISHER EMERGENCY EXIT SIGN EML EMERGENCY LIGHT CLASS 2A-10BC O 4-J 0) Q U Q E ._ LL N m =n 2 r + O D.20 U C E o + 5 U N ^' L 7 r-+ U N L ^ L co o: 0^ O N OJ O ti 0 Z 01 -• Y¢ CD z V OCCUPANT LOAD SUMMARY Total Gross Area: 30,130 G.S.F. ROOM SPACE AREA (SQ. FT.) AREA S.F./OCCUPANT PERSONS 101 EMPLOYEE ROOM 384 GROSS 100 GROSS (BUSINESS) 4 102 EXISTING OFFICE 230 GROSS 100 GROSS (BUSINESS) 2 103 OPEN WORK AREA 626 GSF 100 GROSS (BUSINESS) 6 104 EXISTING FABRICATION 21,830 GSF 200 GROSS (FABRICATION) 109 105 EXIST. OFFICE 150 GSF 100 GROSS (BUSINESS) 2 106 EXIST. OFFICE 150 GSF 100 GROSS (BUSINESS) 2 201 PRIVATE STORAGE 480 GSF 300 GROSS (STORAGE) 2 202 PRIVATE STORAGE 270 GSF 300 GROSS (STORAGE) 1 203 PRIVATE STORAGE 210 GSF 300 GROSS (STORAGE) 1 204 PRIVATE STORAGE 536 GSF 300 GROSS (STORAGE) 2 205 EXISTING MEZZANINE 4260 GSF 200 GROSS (FABRICATION) 21 '^ -0 OCCUPIED SQUARE FOOTAGE 29,128 SF TOTAL: 150 L_ 1 Q L U 0JLnM U_ 0) � N i � 0a f^ DOWN TO DOWN TO L LEVEL BELOW LEVEL BELOW M 0 M r__1" m I L.f) LL J I PRIVATE PRIVATE PRIVATE PRIVATE STORAGE STORAGE STORAGE STORAGE 204 203 201 202 Q 2 - SECOND FLOOR LIFE SAFETY PLAN SCALE: 3/32" = 1'-0" _N THESE PLANS AND ALL PROPOSEO WOFUt ARE SUBJECT TO ANY COr9EC",'iOPI5 REQUIRED BY PI£LD INSPECTORS TliK MAY SE NECESSARY IN OAMM TO COMPLY WITH ALL APPUCABLE CGDES. Rev. # Date Project Number 17-0321 Status Construction Doc Issue date 06-Nov-17 Sheet A2 . O Life Safety Plan �to�t;iu� U 0 M u U H L C L_ C ay EOOU J C Ow. NQ V c 0 0 J L a v L O w W O L Y O v a N= t U u O N O Maiimcw ✓O C C yVj O L L "XZ- 3 W O N y J m E J 3 a t a m y N L 3 Y �L c 0, Lv Y=�i 0wa 0t0 n L c L n 3 C Y N Y , d 3 i Z!ti u �Yi �, a nw. w J c-" U O0L�CNL C 0 a°uaaEaa N Q c� C 4? V U) J N LL N (D N� L m M n + A N Ld 3 (n ULu 33 E Cn "0 E cO 0 + Q N U U CU V L 4 CL B�+ \a. O N V: Z � J O Z ZZM U fu >.. 0 a-J / V L 1— > M O J LL _ O a) �j NC?JOl a c In L M O Lr) LL Q ra M _ ro J M 0) i M p) Rev. # Date Project 17-0321 Number Status Construction C Issue 06-Nov-17 date Sheet A2. J First Floor Plan & Parking Detai PARTITION WALLS WALL LEGEND EXISTING 8" ZEE -GIRT METAL WALL EXISTING 8" ZEE -GIRT METAL WALL WITH 4" WOOD STUD WALL FURRING TO INFILL BETWEEN RIGID FRAMES. REMAIN. L O g C L V c rn�EvQ ao C O n a C 0 p 3 v O L t+ Y L.- Gt i O O UOi N O 4 0 u0 c ry O U O C v Y C C V L OO '0 � m v 3 " E 4..% c v tmEnt 0) 3.c2 my �J�01 0 N L Y Wa.60=c0 m Y iJ. m t a' ii - 3 v' ti p avN a�nLac�L U ¢ u¢ a E a Q PPOPOS.O WOFN( Y COPAEC 1ONS MCGTORS TIIA: Y IN ORDY TO UCABLE CCOEG. te` J N LL N LL m j U + O Qi Ld U) "11O C O O T O N U a-+ U N L U L V/ fa % M � Q V OJ(J')M fu 0 LL O N ra a) N M a a--+ o In i O d- M O ra O) Ln LL J Rev. # Date Project Number 17-0321 Status Construction Do Issue date 06-Nov-17 Sheet A2 . i I Overall Floor Plan GENERAL NOTES 1. Field verify all existing dimensions and utilities prior to construction. Notify Architect of any discrepancies. 2. Dimensions are to framing. 3. Base boards and door casings shall be selected By Owner. 4. Provide blocking throughout as required. 1 - SECOND FLOOR PLAN WALL LEGEND EXISTING 8" ZEE -GIRT METAL WALL WITH 4" WOOD STUD EXISTING PARTITION WALLS TO REMAIN. WALL FURRING TO REMAIN. SCALE: 1/4" = V-0" �N THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THA: MAY BE NECESSARY IN OAD2K TO COMPLY WITH ALL APPLFCABLE CODE& C Y N C 10 i N 0 L O a rn y a 8 �o-�¢�� vav mono vO c d C> N O L L :60 u ED .EJ C ¢ v�0 E -1m 0) a c m Cc rn •L v N y 3 C'O aL.+9JN� O N O O L O Y Q c°' _ m P 3_u_ 3 U' O v w U N L O C O L O N O V ¢ 8 ¢ a E a ¢ 76 Q m V E c U j J N LL N N N 2 t R 2 It co E !✓ + N U v N 0) Cd � C OLU •('� 0) N _ N T Q U U N L U i f0 V / > O> Q V ,I- f 0 J N M IL _ O (3) N N N L i M O � N 06 ON 4-1 4—J o °- ca L- M a-J L. :3 M L!) O LL ra J O1 Rev. # Date Project Number 17-0321 Status Construction Doc! Issue date 06-Nov-17 Sheet A2 n 2 Second Floor Plan RCP LEGEND New 5/8" Painted 2x4 LED Recessed Existing Wall -Mounted Gypsum (Smooth Finish) F=7 Light Fixture EML Emergency Light is Exhaust Fan Existing Illuminated Existing as Noted Emergency Exit Sign Existing Metal Awning O New Low -Profile LED ® New Surface -Mounted Recessed Light Fixture Pull -String Light New Exterior -Grade Existing A.C.T. to Remain 0 Vapor -Shielded Recessed Light Fixture GENERAL NOTES 1. Light fixtures shall be selected By Owner. 2. Refer to Mechanical Plans for exact supply and return diffuser locations and full Scope of Work. 3. Refer to Lighting Plans for exact light fixture locations and full Scope of Work. 4. Verify ceiling heights with light fixtures as selected By Owner. Notify Architect of any discrepancies. 0 i AHU r co EXISTING LU GYPSUM TO REMAIN _; NEW GYPSUM o ` SOFFIT @ 7'-1" 0 ® GYPSUM CEILING 5 HEIGHT VARIES GYPSUM CEILING ® ® HEIGHT VARIES - GYPSUM CEILING GYPSUM CEILING ® _ HEIGHT VARIES HEIGHT VARIES .. w a. N EX ® 3 W 17 : m V.C.T. y i I 1 SECOND FLOOR REFLECTED CEILING PLAN WOOD CEILING FRAMING EXIST. MTL. PURLIN SYSTEM THRU-BOLTED TO EXIST. ROOF & MTL. DECK PURLINS PER CONTRACTOR & SITE CONDITIONS NEW LOW -PROFILE LED PUCK LIGHTS (SEL. BY OWNER) NEW 5/8" PAINTED GYPSUM 2X CEILING FRAMING, PROVIDE WOOD BLOCKING AS REQUIRED EX. RIGID FRAME " (SLOPED) 5 - FRAMED SOFFIT DETAIL SCALE: 1" = V-0" VARIES T.O. CEILING WOOD CEILING - FRAMING 2'-0" O.C. SUPPLY NEW SIDE GRILLE - DIFFUSER 2X WOOD CEILING & -- - SOFFIT FRAMING 7 L. B.O. SOFFIT i 5/8" PAINTED GYPSUM 4 - FRAMED SOFFIT DETAIL SEE R.C.P. EXISTING FRAMED WALL SCALE: 1" = V-0" SCALE: 1/4" = 1'-0" i I OPEN TO I ABOVE VARIES T.O. CEILING — '4 NEW 2X4 STUD WALL& TOP PLATE TO MATCH - EXISTING _ 5/8" GYPSUM ON 2X CEILING FRAMING \ NEW 5/8" GYPSUM O ... 8'-3" BOTH SIDES EXISTING GYPSUM CEILING EX. T.O. WALL EILING TO CEILING L. @ B'-3" GYPSUM REMAIN CEILING @ g' 3" GYPSUM CEILING 0- THEuE PL4i1S i @ 8'-3" ARESUSJGC. REQUIRED By MAY BE NE( - a.V c,,r�� LWITH INT. WALL TO REMAIN 4 3 - WALL -CEILING TRANSITION SCALE: 1" = V-0" �N = Z O Ed W Y � L O E o E y a vJ c o W W aL aL+00 N 3 i C T N O L L OO mJm:au3L E ao o N W N i mEa3a.oc C) 3 c 0._ i 3 �L o C y c o a ? Y O W O L O T � Y C y M' : O 0 Y W N C W 3 is 3 vt O �_� U=Ct ¢u¢n Ea¢ M ALL PR POSH WORK TO ANY C RfRECTICPJS ICLD INSP CTORS THAT :SSARY IN D,2M TO LL APPUC BLE CCDES. 2 - FIRST FLOOR RESTROOM CEILING N SCALE: 1/4" = V-0" W 0) U J C, LL N O N ��fiis n + W. N a_i t0 � O 3 Ui OLU 33 U> �1 N T 0 N :t:� L L cu V) _� > U fu 0 0 J U-)0 M . } LL — O 01 N O N M O U) N06M fu Ln ry) L_ O =) I6 qd- ON Lr) LL J Rev. # Date Project Number 17-0321 Status Construction Doc: Issue date 06-Nov-17 Sheet A 2 . 3 Second Floor Reflected Ceiling Plan n a O 2 - INTERIOR ELEVATIONS v ' / I I O SINK 2A� tin \ n n A .4-- A284 , � 2C �\ OP' A2.4 i 1 - ENLARGED RESTROOM PLAN 36" MIN. <- - - MIRROR 4' - 36" GRAB BAR F—f.....PAPER TOWEL DISPENSER SOAP DISPENSER 1 _6" es a <W.. _ oJ W Q X to3w X 0Z e f aF-w Hi �O OOwN z Z Z O a e O �.O o: r Q ���Na e V' 3" M a m moto e <SINK 3 - ADA MOUNTING HEIGHTS 07 I.F. rKU!°I WALL 6" BASE 4" 0 0 SEMI -GLOSS PAINT 4'-6„ TUB II 4'-2" 6 j SCALE: 1/2" = V-0" FASTEN AT BOTH ENDS WITH MIN. 4 TAPPING SCREWS. GENERAL NOTES: CONTRACTOR SHALL COORDINATE LOCATIONS OF HORIZONTAL FASTENERS. CUT HORIZONTAL FASTENER FROM STUD -VERTICAL WALL STUDS AT 16" [406mm] OR 24" [610mm] O.C. . ISOMETRIC PLAN 4 - GRAB BAR MOUNTING DETAIL SCALE: N.T.S. ! Vl Q;I S M ' ! Z X Z i = i R i0 Z= 8.. e a M 0 �I �f MIN., MIN. 'F MAX. SEMI -GLOSS PAINT SCALE: 1/2" = V-0" .... 4 18X36 MIRROR ACCESSIBLE SIGNAGE TEXT REQUIREMENTS CHARACTER PROPORTIONS LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. UTILIZING AN UPPER CASE 'X' FOR MEASUREMENT. CHARACTER HEIGHT: SEE LETTER AND NUMBER HEIGHT CHART BELOW. -EXCEPTION CHARACTER HEIGHT SHALL BE 5/8" HIGH MINIMUM FOR BUILDING DIRECTORIES FINISH AND CONTRAST: THE CHARACTERS, SYMBOLS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH. characters AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. RAISED CHARACTERS AND SYMBOLS: CHARACTER AND SYMBOLS ON TACTILE SIGNS SHALL BE RAISED 1/32" MINIMUM. RAISED CHARACTERS AND SYMBOLS SHALL BE IN UPPERCASE CHARACTER, RAISED CHARACTERS AND SYMBOLS SHALL BE 5/8" HIGH MINIMUM AND 2" MAXIMUM. RAISED CHARACTERS AND SYMBOLS SHALL BE ACCOMPANIED BY BRAILLE IN ACCORDANCE WITH THE PROVISIONS OUTLINED BELOW. BRAILLE: BRAILLE SHALL BE SEPARATED 1/2" MINIMUM FROM THE CORRESPONDING RAISED CHARACTERS OR SYMBOLS. BRAILLE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS FOR ELEVATOR CONTROLS SHALL BE PLACED 3/16" MINIMUM BELOW THE CORRESPONDING CHARACTERS OR SYMBOLS. BRAILLE SHALL BE GRADE II AND SHALL CONFORM TO THE SPECIFICATION "BOO, NATIONAL LIBRARY SERVICE, LIBRARY OF CONGRESS." LOCATION OF TACTILE SIGNAGE: TACTILE SIGNAGE SHALL BE LOCATED ALONGSIDE THE DOOR ON THE LATCH SIDE AND SHALL BE MOUNTED AT 60" ABOVE THE ADJACENT FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. IN LOCATIONS HAVING DOUBLE DOORS TACTILE SIGNS SHALL BE MOUNTED TO THE RIGHT OF THE RIGHT HAND DOOR WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF THE DOOR INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. GENERAL NOTE: ANY ADDITIONAL TEXT REQUIRED DUE TO LOCAL ORDINANCES (FINES FOR PARKING IN ACCESSIBLE SPACE, ETC.) SHALL COMPLY WITH THE SIGNAGE REQUIREMENTS ABOVE. LETTER AND NUMBER HEIGHTS HEIGHT ABOVE MINIMUM FLOOR/GROUND, CHARACTER HEIGHT: MORE THAN 80" 3" MORE THAN 60" BUT NOT MORE THAN 80" 2" MORE THAN 48" BUT NOM MORE THAN 60" 1" PROPORTIONS OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY 5 - ACCESSIBLE SIGNAGE DETAILS SEMI -GLOSS PAINT 6" BASE O 6" MIN. 11IMIA VA 11110111111111 0•] z 1 1 BRAILLE 6" MIN. 2M OR - ACCESSIBLE BRAILLE L ALL CAPS, RAISED 1/32' MIN. S' TO LATCH L MIN. SCALE: NOT TO SCALE THESE PLANS AND ALL PROPOSED W'OPM ARE SUBJECT TO ANY CORRECT IONS REQUIRED BY FIELD INSPECTORS TI4RT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPMABLE CODE& - SEMI -GLOSS PAINT O SCALE: 1/2" = V-0" C L O G t W Y L O Tp C L C ny, E C 0 0 9 C ,�3moL P: nt .L.�ouvi 3 m �mao u°1ic v Y= G O L L OO E � m a " 3 1, o v a r C O U i E J n O �1-�{l�� Ve ; n L m 3 1° ma�'oL o /� yicoL�3 ^ rn m Y n cl c v m O mNwnv,v-,w Y _ — L U L OyCNL 2 ¢iiaa Eaa .FD arnv U J N LL. N +m E C N N N = fn a) C0 �1 0 N T U N 4-1 U ^ i L (B t co zLr Vl -0 kD Q U fu 0 J Ln M >.. m LL_� O N O N 1 M O � a� 06 M 4-J oa r� L :3 M Lf) O LL (a —J p1 .� Rev. # Date Project Number 17-0321 Status Construction Doc, Issue date 06-Nov-17 Sheet A2 . 4 Enlarged Restroom Plan 95 } / Pav't I _2„ \\/\\j// TYPE "D" CURB Cl) Base Subgrade NOTES:.{ 1. Use 3,000 P.S.I. concrete at 28 days for construction. 2. Subgrade to extend an additional 6" beyond Type "D" Curb. 3. Type "D" Curb to be constructed in accordance with FDOT Index #300. MODIFIED "D" CURB HANDICAP POSTING Section 7.05.07 All handicapped parking spaces shall be appropriately outlined with blue painted lines, minimum four (4) inches wide, and shall be posted with the international symbol of accessibility. Handicapped accessible spaces shall meet the minimum design, signing and marking standards of the Florida Department of Transportation, and shall generally be located as depicted. 4 - CIVIL DETAIL 3 U'- FINISH SCHEDULE NOTES: ROOM FLOOR WALL BASE WALLS OTHER FINISHES CEILINGS CROWN MOULDING (SEE BELOW) ROOM NAME NO. TYPE TYPE N E S W MATT HT./A. F.F. FINISH MOD 101 EXISTING OFFICE EX. EX. EX. EX. EX. EX. - PGW 8'-3" - 1,2 102 EXISTING OFFICE EX. EX, EX. EX. EX. EX. - PGW 8'-3" - - 1,2 103 OPEN WORK AREA EX. EX, EX. EX. EX. EX. - PGW 8'-3" - - 1,2 104 EXISTING WAREHOUSE EX. - EXPOSED EXPOSED EXPOSED EXPOSED - EXPOSED VARIES - - 1,2 105 MEN'S H/C R.R. TILE CT PMRGW PMRGW PMRGW PMRGW FRP PMRGW 8'-3" - - 1,2 106 WOMEN'S H/C R.R. TILE CT PMRGW PMRGW PMRGW PMRGW FRP PMRGW 8'-3" - - 1,2 107 JANITOR EX. EX. PMRGW PMRGW PMRGW PMRGW FRP PGW B'-3" - - 1,2 201 PRIVATE STORAGE EX. EX. PGW PGW PGW PGW - PGW VARIES - - 1,2 202 PRIVATE STORAGE EX. EX. EX. EX. EX. EX. - PGW VARIES - - 1,2 203 PRIVATE STORAGE EX. EX. EX. EX. EX. EX. - PGW VARIES - - 1,2 204 PRIVATE STORAGE EX. EX. EX. EX. EX. EX. - PGW VARIES - - 1,2 FINISH LEGEND BFC BROOM FINISHED CONCRETE PWD PAINTED WOOD MOULDING, BASE OR TRIM PGW PAINTED GYPSUM WALLBOARD CPT CARPET W/ PAD (SEL. BY OWNER) SWD STAINED WOOD MOULDING, BASE OR TRIM PMRGW PAINTED MOISTURE -RESISTANT GYP. WALLED PC POLISHED CONCRETE VC VINYL COVE BASE UNFIN UNFINISHED WALLS TILE 6x6 FLOOR TILE (SEL. BY OWNER) CT 6" COVE TILE BASE FRP FIBER -REINFORCED PLASTIC @ 48" A.F.F. MIN. R.R. TILE 12"x12" WALL TILE ANGLED 45° ACT ACOUSTICAL CEILING TILE NOTES 1. FINISH CLASSIFICATIONS FOR WALL, CEILING, AND FLOOR FINISHES: INTERIOR WALL & CEILING FINISH REQUIREMENTS AS PER TABLE 803: EXIT ENCLOSURES & EXIT PASSAGEWAYS CLASS B CORRIDORS CLASS ROOMS & ENCLOSED SPACES CLASS C FLOOR FINISH CLASSIFICATION SHALL BE CLASS II OR GREATER AS PER FBC SECTION 804 2. FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR ALL FINISHES AS LISTED BELOW: CLASS A FLAME SPREAD INDEX 0-25, SMOKE DEVELOPED INDEX 0-450 CLASS B FLAME SPREAD INDEX 26-75, SMOKE -DEVELOPED INDEX 0-450 CLASS C FLAME SPREAD INDEX 76-200, SMOKE -DEVELOPED INDEX 0-450 FLOOR FINISH CLASSIFICATION SHALL BE CLASS II OR GREATER AS PER FBC SECTION 804. HMIDIGAP SIGN B I..l; E O LU U) 0 = w V = w V= U) V, =z z L E _'J E i V w LU In HANDICAP PARKING SPACE SCALE: NTS 2X4 STUD FRAMING FOR DRYWALL CEILING 5/8" DRYWALL EACH SIDE MIN. R-11 BATT INSULATION 2X4 WOOD STUDS @ 16" O.C. PT 2X4 PLATE W/ 1/4" X 3-1/4" TAPCON CONC. SCREWS @ 24" O.C. CONCRETE SLAB TYP. INTERIOR PARTITION 2X4 WOOD STUD 3 - WALL TYPES UNDERSIDE OF FLOOR ASS'Y P.T. 2X4 TOP PLATE CEILING FIN, PER SCHEDULE SEE FIN. SCHEDULE OILL FOR ADD'L FINISH BOTH SIDES oL9 L7 LU U Y In L7 Ln Ln z W U- w w In SEE FIN. SCHEDULE FOR BASE & FLOOR FINISH BOTH SIDES SCALE: 1-1/2" = 1'-0" DOOR SCHEDULE NOTES: SIZE DOOR FRAME (SEE BELOW) DOOR WIDTH HEIGHT THICK MAT. FINISH HOW. TYPE ELEV, MOIL. MAT. FINISH T'HOLD NO. 103 T-O" V-8" 1.75" HCM PTO 1 FLUSH A - MTL PTO AL 1,2,5,E 105 T-O" 6'-B" 1.375" SCW PTD 2 FLUSH B - MTL PTD AL 1,2,6 106 T-O" 6-8" 1.375" SCW PTD 2 FLUSH B - MTL PTD AL 1,2,6 107 3'-0" 6'-8" 1.375" SCW PTD 2 FLUSH B - MTL PTD AL 1,2,6 HARDWARE LEGEND NO. 1 NO. 2 S.S. B.B HINGES S.S. B.B HINGES S.S. PASSAGE HARDWARE S.S. PASSAGE HARDWARE AUTO -CLOSER AUTO -CLOSER THUMB -TURN LOCK THUMB -TURN LOCK METAL PUSH PLATE & SCUFF PLATES DOOR LEGEND SCW STAINED, SOLID CORE WOOD MTL METAL DOOR FRAME, WELDED PTD PAINTED SCM SOLID CORE METAL WD WOOD DOOR FRAME GL TEMPERED GLASS DOOR HCM HOLLOW CORE METAL FAC FACTORY FINISH AL ALUMINUM HCW HOLLOW CORE WOOD MFR MANUFACTURER RECOMMENDED NOTES 1. DOOR HARDWARE TO BE SELECTED BY OWNER. 2, INTERIOR DOORS & FRAMES, STYLE & FINISH TO BE SELECTED BY OWNER. 3. DOOR CASING TO BE SELECTED BY OWNER. 4. MANUFACTURER OR APPROVED EQUAL. SEE SPECIFICATIONS FOR CLEARANCES. S. ALL EXTERIOR DOORS SHALL BE HURRICANE IMPACT RESISTANT, SEE ATTACHED NOA TEST REPORT AS APPLICABLE. SEE DETAILS PROVIDED BY MANUFACTURER. 6. ENSURE ALL NEW & EXISTING DOORS OPEN & CLOSE WITH THE REQUIRED FORCE & SPEED AS PER FBC 2014 ACCESSIBILITY CODE (9404.2.9). T-0" T-0" T-0" SAFETY ' / o i i / M GLASS / zo in FINISHED FLOOR O O (D 1 - DOOR & WINDOW ELEVATIONS NOTE: DOOR FR. SHALL BE MIN. 4" FROM SIDEWALL @ CORNER CONDITION 5/8" GYP. BD. BOTH SIDES, TYP. 2x4 WD. BUCK ---- ------FINISHED WD CASING PTD. GRADE -- WD. FRAME WD. DOOR -SEE ---- DR. SCHEDULE HEAD / 1/8" GYP. BD. CAULK FULL FRAME-- ............. ----BOTH SIDES, PERIMETER, TYP. ------ - TYP, FINISHED WD WD BLOCKING -- _ 'CASING DOOR HINGE SEE (2) 3-5/8" MTL DR. SCHEDULE - - STUDS WD. DOOR -SEE ----`..., PTD. GRADE DR. SCHEDULE _. WD. FRAME EXISTING PBR METAL WALL PANEL EXISTING ZEE -GIRT NEW METAL HEAC TRIM & FLASHINC NEW DOOR HEAD NEW METAL DOOR JAMB BEYOND NEW METAL DOOR JAMB BEYOND NEW DOORJAMB NEW JAMB TRIM EXISTING METAL WALL PANEL NEW 8" METAL)AMB EXISTING 8" ZEE -GIRT METAL BUILDING SYSTEM JAMB NEW METAL DOOR -- WD. DOOR -SEE ----- F DR. SCHEDULE i FLOORING -SEE JAMB BEYOND -- - ,------ FIN. SCHEDULE THRESHOLD -SEE FIN. SCHEDULE T� SLOPE 20/u MAX. x x F:_ .__.... CONC. SLAB SILL HINGED DOOR 2 - HSJ DETAILS SCALE: 1/4" = 1'-0" . _w i EXISTING R-11 BATT INSULATION EXISTING 1/2" DRYWALL EXISTING 2X4 FRAMING CORNER BEAD 5/8" PAINTED GYPSUM LINE OF WALL BEYOND LINE OF WALL BEYOND CORNER BEAD EXISTING 2X4 FRAMING EXISTING R-11 BAIT INSULATION SILL ATTACH THRESHOLD PER NOA P -- EXISTING CONC. SLAB EXT. METAL DOOR THESEL"�,NS AND ALL PROPOSED W Cf i' ARCSU13KCT TO ANY COnREC � 101`l, REQUIRED 0Y FIELD INSPECTOR; TIlR7 NIAY BE NECESSxMRY IN ORDEM TO COrAPLY WITH ALL APPLICABLE CODES. SCALE: 1-1/2" = 1'-011 Y C y Y O C t') w C v C L O N C L U C a O p E Q w w a w L Y W t nt$wowui; Z 0 a 0 0 C W Q V C w Y C C 0 O r= OO ° 3 m ;aw 3 U 4 c a o 9 Q 0) mw Nr 3 o. - �L c m O T M M 4T '^ 3 OI 10 Y c ti `-' ti O m ..�, w a `w .w, Y._ 7 G V a�nracmr c ` m c ¢u¢a Ea¢ :°amp g O UJM N m L N n Q% '> W m D r U r + N � `� N V_ N o 3 Ui EN + O a) U i 4-1 U N Ul -0 �'D d) Q d' f JLnM DO LL_� =stV N , N fa M O a) C6 4--J c a L. rn L fu M Ll'1 O LL ro J � .� Rev. # Date Project Number 17-0321 Status Construction Doc! Issue date 06-Nov-17 Sheet A2 . C Schedules & Details EXISTING PAVEMENT GRADE (VARIES) FIN FLR a CONC SLAB 1/2" EXPANSION JOINT ADJACENT SLAB i FIN FLR (1) #5 @ 16" O.C. 12" EMBEDMENT EACH SIDE 4" CONC SLAB w/ FIBER MESH x'- .- "'----T.S.E. TYP. \ �.;'�'MIL VAPOR BARRIER j/ (2) #5 CONT _ �- 3 �, '� ALL ROUND ��` y��„✓ 3" MIN. COV. MIN. / = *x 1'-6'-_---WELL-COMPACTED 1-6�� } / WELL TERMITE TREATED TERMITE TREATED SUBSOIL SUBSOIL TYP. SLAB ON GRADE SLAB CONNECTION DETAIL B SCALE: 1/2" = 1'-0" 2 - STRUCTURAL DETAILS SCALE: AS NOTED GENERAL NOTES: FOUNDATION PLAN I 1. CONCRETE a. shall be Class 1. b. shall meet 5" Slump Test. c. shall meet 3000 psi compressive (W/C ratio = 0.5) strength after 28-day cure. d. Grade floor slab for drainage. e. Finish concrete with single trowel. f. footing design based on soil bearing capacity of 2500 psf 2. REINFORCING a. shall meet ASTM standards for 60 Grade. b. vertical reinforcing shall be 3/4" from masonry. c. vertical reinforcing shall extend from footing through pre -cast lintels. d. horizontal reinforcing shall be cont. for pre -cast lintels over openings. d. horizontal reinforcing lapping shall a min. 22". e. protect for reinforcing: floor slab: 3" min. cover from top 2" min. cover from bottom over 6 mil vapor barrier footing: 3" min. cover walls: 1-1/2" min. cover beams: 1-1/2" min. cover 2a. Alternate for wire mesh: Fiber mesh made of synthetic fiber manufacturer per ACI 544.IR-82. Fibers shall be a certified suitable replacement for welded wire fabric per SSTD 10-93. 3. CONCRETE MASONRY UNIT a. shall be meet ASTM C 90. b. shall load bearing concrete masonry units. c. shall meet 3000 psi compressive strength after 28-day cure. d. Grade floor slab for drainage. e. Finish concrete with single trowel. See Finish Schedule for floor finishes. 4. MORTAR a. shall meet ASTM C 270 standards. b. shall be type M. c. joint type shall be concave. 5. GROUT a. shall meet ASTM C 476 standards. b. shall have a min. 3000 psi compressive strength. c. shall meet 8" -10" slump test. 6. SOIL BEARING CAPACITY a. shall meet 2500 psf (General Contractor to verify). 7. SAW CUTS a. S.C.: Denotes 1/8" wide x 1" deep saw cuts in slab as shown in plan, to be made as soon as the concrete has hardened sufficiently enough to prevent the aggregate from being dislodged by the saw blade. FOOTING SCHEDULE MARK WIDTH xLENGTH T REINFORCING REMARKS OA 18" X CONT. 16" (2) #5 CONT. 3" MIN. COV, THICKENED EDGE SLAB 1 - FOUNDATION PLAN SCALE: 1/4" = 1'-0" N THESE PUNS AND ALL PROPM_70 VV0i:h( ARE sUBJGCT TO ANY COMFIEC IONS REQUIRED BY FIELD INSPECTORS T11 MAY BE NECESSARY IN ORD2R TO COMPLf WITH ALL APPLICABLE CGVES. C L O C Y N G �no my ED ¢ 7 U c o v D c O.t i 0 O u0i � m .0 O. o vOi c N C C V I O L L OO1 E O D U -J C O D C!�l) C y �E a, JOY M N D O L O Vi L c L O 3 T C, 4T S -M p �YYavYY D O D C U U m C U ¢ u ¢ o E a ¢ c 2a'T °�- p UI-1N LL N 4% DEN L m n P C + @ N m fn CDU '0 EaD 0 + O N U � U N L U L_ (Q V / l0 rM fo Q U > fo OJ(nM LL _ 0-1 N N ro (� 0 � N0601 a--J O CL 0) L Nt (") O Ia 01 Lr) LL J Rev. # Date Project Number 17-0321 Status Construction Doc! Issue date 06-Nov-17 Sheet AS 1 , O Foundation Plan I OUTSIDE AIR SCHEDULE per 2014 FMC TABLE 403.3 SPACE NET OCCUPIED ACTUAL OCCUPANCY CFM P/P CFM / FT' VENTILATION PROVIDED EXHAUST CORRIDOR 232 0 0 0.06 14 cfm n/a STORAGE 1575 6 0 0.12 189 cfm n/a RESTROOM 63 0 0 0 0 cfm 120 cfm TOTALS 1870 6 1 n/a n/a 203 cfm 120 cfm s" O/A Duct 203 cfm Total O/A 1 - SECOND FLOOR MECHANICAL PLAN MAX. SPAN 48" 1 1/2" STRAP 48" O.C. ATTACH TO TOP CORD OF JOIST WITH 5/16 NUTS, BOLT, FENDER WASHERS FLEXIBLE DUCT INSULATION STRAP ROUND DUCT HANGING DETAIL NOTES: 1. FLEXIBLE DUCT SHALL BE ONE PIECE & SHALL NOT BE SPLICED TOGETHER. 2. MAX. SAC. 1/2" PER FOOT BETWEEN SUPPORT POINTS AND T-0" MAX. OF SUPPORT SPACING. AS PER SECTION OF 13-410 OF FBCB. AC EQUIPMENT SCHEDULE ~ CU NUMBER CU-1 Second Floor 0 D NOMINAL TONNAGE MODEL 5.0 CA14NA0600 000AO Z_ SEER /EER 14.00 SEER / 11.50 EER H CAPACITY TOTAL / SENS. 56000 / 44800 M STAGES Sin le Z RLA - LRA 20.8 - 127.1 p MCA / MOP 27.5 / 40 v WEIGHT 197 Lbs. AHU NUMBER AHU-1 Second Floor AHU-MODEL FB4CNP06OL STATIC PRESSURE 0.60 REFRIGERANT R-41 OA J LOCATION AHU Closet in CFM 1750 Z FAN MOTOR HP - FLA 3/4 - 6.0 X ELECTRIC HEATER 9 kW CC DIMENSIONS H x W x D 53-7/16" x 21-1/8" x 22-1/16" Q MCA —/ MOP AHU=HTR 240V A 53.5 / 60 1 Phase WEIGHT 175 Lbs. REF LINES SIZES 7/8" / 3/8" O/A CFM 203 NOTES: Carrier NOTES: 1. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP. 2. PITCH DRAIN FOR PROPER RUNOFF. 3. MANUALLY PRIME FILL TRAP BEFORE START-UP TO FORM INITIAL DRAIN SEAL. 4. SUPPORT LENGTHY DRAIN LINES TO PREVENT SAG AND CONDENSATE OVERFLOW THIS STANDARD DETAIL MUST BE REVIEWED AND SITE ADAPTED BY CONTRACTOR PRIOR TO USE FOR FINAL EQUIPMENT. (a) THIS DIMENSION IN INCHES MUST BE EQUAL TO THE MAXIMUM FAN SUCTION (NEGATIVE) STATIC PRESSURE IN INCHES WC (WITH DIRTY FILTERS, COILS, AND MAXIMUM AIR FLOW) + 1" W.C. (b) THIS DIMENSION IN INCHES MUST BE EQUAL TO MIN. 1/2 OF THE (a) ABOVE. (c) EQUAL (a) + (b) + PIPE DIA. + INSULATION. (d) TRAP SEAL SHALL BE 2" MIN. ON UNITS LARGER THAN 3 TONS SHALL BE 3" MIN. PER F.B.C.-4606.7 WHERE APPLICABLE. (e) TRAP SEAL SHALL BE 2" MIN. TO 4" MAX. PER S.B.C.C.I.-1002.4 WHERE APPLICABLE. A/C UNIT CLEANOUT (TYPICAL) PITCH VENT LINE PERFORATED CAP. 1/2" ABOVE BOTTOM OF DRAIN PAN DRAIN PAN PITCH (a)'� (C) DRAIN PIPE TO (b) MATCH DRAIN OUTLET SIZE. DRAW THROUGH UNIT CONDENSATE TRAP NTS GENERAL NOTES: MECHANICAL 1. Contractor shall verify all duct sizes and consult Energy Calculations prior to installing A/C system. 2. Provide condensation drain for air condition unit from attic. As shown on plans. 3. Locate Thermostat per owner's direction. Manufacturer selected by owner. 4. Flex Duct shall be insulated flexible duct. 5. All main duct trunk lines shall be 1-1/2" heavy duty fire retardant w/ glass reinforced foil faced scrim. Follow manufacturer's installation for duct. 6. Diffusers shall be selected by owner. 7. Provide bird & bug screen for exhaust and make-up air grilles @ soffit. 8. Provide safety switch for exhaust fans. 9. Bathroom exhaust and fresh air intake are more than 10' apart. 10. Ducts in the garage and ducts penetrating the wall or ceilings separating the dwelling from the garage shall be constructed of a min No. 26 gage sheet steel, 1" min rigid nonmetallic Class 0 or Class 1 duct board, or other approved material and shall have no openings into the garage. As per FBC 2007 R309.1.1 MECHANICAL LEGEND Supply Diffuser-4 Directional Damper xxx CFM Amount of CFM Supplied •xr® Supply Diffuser-1 Direction `4 Supply Diffuser- Wall Register W� Wall Supply Grille ui y CONDENSING UNIT BOLTED TO CONCRETE PAD TO WITHSTAND HURRICANE FORCE WINDS. AS PER FBCM 301.12 2" CONCRETE SLAB. TOP OF SLAB. IN Exhaust Fan Flex Duct Existing As Noted Wall Return Grille Rigid Duct ISOMODE PAD (TYPICAL) NOTE: CONDENSING UNITS TO BE INSTALLED ABOVE FLOOD LEVEL CRITERIA. SCALE: 1/4" = 1'-0" �N 16 GA. HURRICANE STRAP COND. UNIT 1/4" X 2" SELF -DRILLING SHEET METAL SCREW 3/8" X21/2" QUICK -BOLT', EXPANSION ANCHOR. ISOMODE PAD (TYPICAL OF 4 ONE PER CORNER OF UNIT) 2" CONC. PAD CONDENSING UNIT MOUNTING DETAIL THESE PUtNS AND ALL PkPOSED NdOR( ARE SUBJECT TO ANY' COr.REC'N ICHS REQUIRED BY-FI'fD INSPECTORS Tllkf —fAAi`WkCESSF"Hf IN O;RWM TO CO 01?12f SMITH ALL APPLICABLE CODES. NTS Ul -0 1,0 > rn �- 0JU')M LL_� O N O U L i M 0 No601 4-J o °' L_ rn Ln L =; rj- rt) Lf) O LL (0 J 01 � Rev. # Date Project Number 17-0321 Status Construction Doc: Issue date 06-Nov-17 Sheet m i ■ O Second Floor Mechanical Plan /I / I YX \ \ I F WATER HEATER ON V<jNFSrN6 y� FLOOR BELOW = lu IN I� I ola STUB NEW STUB & LINES FOR FUTURE FAUCETS SECOND FLOOR 4 - PLUMBING RISER DIAGRAM EXIST. 2" VTR t J PRIVATE SECOND STORAGE EXISTING FIXTURES FLOOR I TO REMAIN LAV. DRAIN W/C 2" SINK NEW DRAIN TIE INTO T EXISTING SAN. LINE SHWR I \ EXISTING SAN. LINE TIE INTO EXISTING *VERIFY* / �. VENT STACK, �� W/C I\ I C \ 2„ URINAL LAV 4" ^" 2" MEN'S LAV. H/C R.R. 2" \ 3" WOMEN'S / W/C 4" H/C R.R. FIRST FLOOR 4" 3' MOP N 2" EYE WASH EXIST. FABRICATION AREA I \ I \ TIE INTO EXISTING *VERIFY* H/C LINES I // T\'V I T 1 ul // Dk ul I IN I Jul �I // W/C INI / = I URINAL �u da MEN'S °b H/C R.R. I �\ I HI-LO \ \ Dk LAV. EYE W/F \ \ I WASH u \ \ \ I LAV. I. \ \ \ EXIST. FABRICATION WOMEN'S \ AREA H/C R.R. ti W/C I I U I. IN N � I Dh FIRST I FLOOR MOP STUB FOR HOT/COLD WATER EXISTING SAN. LINE m in SCALE: NTS EXISTING SANITARY LINE *VERIFY* I J\ � I \ I F117, 3 - SANITARY RISER DIAGRAM 2 - SECOND FLOOR PLUMBING PLAN SCALE: NTS SCAL-E: NTS GENERAL NOTES: PLUMBING 1. Contractor shall field verify location and size of all existing 14. For drainage line for dishwasher use copper type 'DWV' per utilities & water pressure prior to construction. Any ASTM B-306. discrepancies with existing conditions and Permit Documents, 15. All copper pipes shall avoid contact with all other metals & contractor shall notify the Architect prior to modifications. and concrete masonry. If copper water lines run through 2. All labor, materials, and equipment provide by Contractor metal studs, provide protection with metal stud inserts. shall be in accordance with all local & state applicable codes. 16. Install main water cut-off valve and backflow preventer All work shall be installed by a licensed plumbing contractor. where water line enters the building. Install in an accessible 3. Water & Sewer lines shall be capped and sealed to maintain location. Main water valve shall be ball valve and backflow dust free systems. lines shall be free of debris prior to preventer shall be a double check valve. connection of new equipment. 17. For all domestic water shut off valves install ball valves. 4. Piping penetrating any walls and floors shall be sealed. 18. Install pressure balance and antiscald valve (140°F) Any penetration of fire walls shall be sealed with firestopping for tubs/showers. material, where applicable. 19. Install a ball valve at water heater on the cold water line as 5. Piping penetrating the roof shall receive flashing and counter it enters the water heater. flashing. Coordinate with roofing manufacturer. 20. All connections at water meters, backflow preventers, and 6. Provide sleeves for piping penetrating the slab and under- appliances shall be made union joint. ground water piping, with 1" min. clearance between sleeve 21. Install cleanouts every 50' on 4" drain lines and at base of and inside surface and pipe exterior. each vent in accordance with all applicable local and state 7. All insulation and adhesives shall have a composite fire and codes. smoke hazard rating to meet ASTM E84, NFPA 255, and 22. All piping shall be concealed within the walls, chases, UL 723 not exceeding a flame spread rating of 25 and a between floors, and under slab. Provide access panels for smoke developed rating of 50. all concealed shut-off valves. 8. Insulate all hot water pipes with 3/4" thick flexible foam. 23. Coordinate all piping to avoid conflicts with all trades. 9. Insulate or wrap all piping to prevent vibration and sound 24. All plumbing fixtures are located on the plans. transmission caused by water flow. 25. Plumbing layout and plumbing riser diagrams are 10. Insulate all domestic water piping where exposed in non- diagrammatically drawn. Field conditions may require conditioned spaces. Provide aluminum jacket and label modifications to layout for proper installation of piping and piping. fixtures. No modifications shall comprise the design intent 11. All pipe hangers and supports shall be factory fabricated and of the building. comply with all local and state applicable codes. 26. All finished of pluming fixtures shall be coordinate with 12. All domestic water copper pipes and fittings above ground Owner prior to order accessories for plumbing fixtures. shall be type 'L' and underground shall be type 'K' per 27. Owner shall select all plumbing fixtures and accessories. ASTM B-88. 28. Fees for permits and other related items shall be coordinated 13. All drainage & vent pipes and condesate lines shall be between the Owner and Contractor. Schedule 40, Type DWV in conformance with ASTM D2665. EXISTING SANITARY LINE *VERIFY* P-1 \ I \. I K P4 I � (T) 1 - FIRST FLOOR SANITARY PLAN UP P-6 II P-5 II II I) THE.€E PLANS AND ALL PRi ARE SUHJGCT TO ANY C( Rf0Ul1?L-D BY FIELD INSPI MAY BE NECES5x',IJY IN COMP&IWITH ALL APPLIC it 1 /II EE \n 'R TO SCALE: NTS C L O C t N d y � L O T C L U C a�E9Q�o a m aw ` t ,L,,�ou°1i3 V O E 1 ' T a w ¢ C O Q C :d "'` a 0 - cc E 3 L �--�1 cn c M a i y L c0Na 0 0 V 9 p L 0 VI L C p, L H 3 O Y C y N n O 9 Y L c m C C 2 U W Q u¢a Ea¢ c O fq_J N lL N �Drzit mn-P C F N N (d 0 C CD w "0 E`° o + 0 N U i U L ^ L cv V) -0 �D � 'Cr L_ V 0 J U4) �.. m LL _ O� O c\I _ N 0)f UQ_M -J Ij �o2SdOi a-J O i 7 d- M Ln O IL rp J p1 Rev. # Date Project Number 17-0321 Status Construction Doc! Issue date 06-Nov-17 Sheet n i . O Plumbing Details & Notes 9 2 - ELECTRICAL LIGHTING & POWER PLAN SCALE: 1/4" = 1'-0" __N GENERAL 1. Contractor shall compare the electrical drawings and specifications with drawings from other trades. Contractor shall report any discrepancies to the Architect. Obtain written instructions for any necessary changes. 2. Contractor to verify and coordinate utility service with local utility company. Locate meter and panel as required. 3. Install temporary power for construction as required. 4. All electrical work and materials to be installed per NEC, NFPA, local, state, and national code. 5. Location of electrical raceways, switches, panels, equipment, fixtures, etc. shall be adjusted to accommodate the work to avoid interferences anticipated and encountered. 6. Contractor shall verify switch type and locations with owner prior to installation. Color of cover plates, switches and receptacles shall be selected by owner. 7. Contractor shall determine the exact route and location of each electrical raceway prior to make-up and assembly. 8. Outlets and appliances are shown and located on the drawings as accurately as possible. All measurements shall be verified on the project and in all cases the work shall suit the surrounding trim, finishes, and/or construction. 9. Heights of all outlets shown on the drawings are approximate only. 10. All outlets installed outdoors, bathrooms, and garage shall have ground -fault interrupter circuit breaker or receptacle. All outlets installed in the bedrooms shall have arc -fault interrupter receptacles. NOTES : POWER 11. Load data and calculations were designed based on information given to Architect at the time of the design. Prior to installation of all equipment verify size of equipment and panel sizes. 12. Electrical system shall be grounded. See Riser Diagram. 13. Outlet boxes shall be pressed steel in dry locations, cast alloy with threaded hubs in wet and damp locations and special enclosures for other classified locations. 14. Disconnect switches shall be H.P. rated, heavy duty, quick -made, quick break enclosure required by exposure. 15. Smoke detectors shall be hard wired (110 volt type) to non-switchable light circuit and shall not be connected into the load side of a ground fault circuit. 16. Smoke detectors shall be located on or near ceiling inside and outside each sleeping area. Verify locations of smoke detectors with the drawings. 17. Smoke detectors shall be 110 volt type, with a test button with battery back-up system and visible "power on" indicator. 18. All 12-volt, single phase, 15 and 20 amp branch circuits supplying outlets installed in dwelling unit family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, rec rooms, closets, hallways, similar rooms or areas shall be protected by a listed arc -fault circuit interrupter combination type, installed to provide protection of the branch circuit (NEC 2011 210.12 (B)). 19. Tamper Resistant Receptacles (NEC 406.11) are required in dwelling units in all areas as specified in 2011 NEC 210.52, all 125 volt, 15 and 20 amp receptacles. 20. All utilities to be connected to the house shall be buried underground. ELECTRICAL POWER LEGEND xx xxx Duplex outlet xx.. GFI Duplex outlet (Ground Fault Interrupt) xx^ 0 Duplex outlet (Arc Fault Interrupt) x -::QwP Duplex outlet (Waterproof) xx^ xxx Duplex split wired outlet xx.. _0DED Dedicated Duplex outlet xx" -wP Dedicated Duplex outlet (Waterproof) xx" xxx Quadraplex outlet xx^ Q Telephone outlet xx° Data Port xx^ T.v T.V. cable outlet Di Disconnect xx" __0GFI Dedicated Duplex outlet (Ground Fault Interrupt) xx^e Mounting height to the center line of the receptacle xxx R Type of receptacle GENERAL NOTES: LIGHTING 1. Contractor shall compare the electrical drawings and specifications with drawings from other trades. Contractor shall report any discrepancies to the Architect. Obtain written instructions for any necessary changes. 2. Furnish and install fixtures as called for on the plans or as selected by Owner. 3. Contractor shall verify fixture type and locations with owner prior to installation. 4. All electrical work and materials to be installed per NEC, NFPA, local, state, and national code. 5. Location of electrical raceways, switches, panels, equipment, fixtures, etc. shall be adjusted to accommodate the work to avoid interferences anticipated and encountered. 6. Coordinate heights of wall mounted lighting fixtures to clear mirrors, cabinets, builts-ins, trim, etc. ELECTRICAL LIGHTING LEGEND $ Switch Single Pole 2x4 Recessed Light Fixture Switch with DimmeretNeslts xx 3$ 3 way Switch "xx Existing Wall Mounted Interior Decorative Light 0 xx Vapor -Shielded Recessed Light ❑ Exhaust Fan Fixture O xx Recessed Light Fixture Oxx Surface Mounted Pull String Light Ceiling Mounted Emergency Light EML Wall -Mounted Emergency Light *Note: Subscribes are used to designate light types. See LIGHTING SCHEDULE for light types. LIGHTING SCHEDULE TYPE MANUFACTURER/ DESCRIPTION LAMP VOLTS NOTES: OR EQUAL MANUFACTURER MODEL NUMBER A TO BE SELECTED 2X4 LED LIGHT FIXTURE - 120 RECESS IN CEILING - BYOWNER - - - B TO BE SELECTED VAPOR SHIELDED CAN - 120 RECESS IN CEILING - BY OWNER LIGHT FIXTURE - - C TO BE SELECTED PULL STRING LIGHT FIXTURE - 120 SURFACE MOUNTED - BYOWNER - - - D TO BE SELECTED LOW PROFILE LED - 120 RECESS IN CEILING - BY OWNER LIGHT FIXTURE - - LIGHTING SCHEDULE GENERAL NOTES: 1. All light fixtures shall be selected by Owner and installed by GC. 2. Install light fixtures as per manufacturer specifications. 3. Provide new bulbs for all new installed light fixtures. 4. Fixture finishes shall be selected by Owner. 5. Coordinate final location of fixtures with Owner prior to installation. 1 - SECOND FLOOR ELECTRICAL LIGHTING & POWER PLAN SCALE: 1/4" = 1'-0" - N 0 a-J rT 0) Z fl. U mamma c :;�q g N -gyp r,5j J m L N N mC P Z! C M + N mo w '0 EU) Co O U 4-1 N t ^ L e- c- � l0 j O) Cl U fu 0 JU)M m LL _ = (7) N O O I M 0 NoZ$011 4-J O d fo L17 M -J O r0 a1 Lf) U- J Rev. # Date Project Number 17-0321 Status Construction Doc Issue date 06-Nov-17 Sheet C 1 . o Second Floor Electrical Lighting Plan J1 STRUCTURAL -GENERAL NOTES DESIGN CRITERIA AND LOADS 1. WIND DESIGN: WIND SPEED (MPH) V(ADJ)=126 V(ULT)=160 RISKCATEGORY 11 EXPOSURE CATEGORY C ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT CPI =+/ 0.18 TOPOGRAPHIC FACTOR KZT =1,0 2. THE CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE SER OFANYARCHITECTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING LOAD IMPOSED ONTO THE STRUCTURE THAT DIFFERS FROM, OR THAT IS NOT DOCUMENTED ON THE ORIGINAL CONTRACT DOCUMENTS(ARCHITECTURAUSTRUCTURAUMECHANICAU ELECTRICAL OR PLUMBING DRAWINGS). PROVIDE DOCUMENTATION OF LOCATION, LOAD, SIZEAND ANCHORAGE OF ALL UNDOCUMENTED LOADS IN EXCESS OF400 POUNDS. PROVIDE MARKED -UP STRUCTURAL PLAN INDICATING LOCATIONS OFANY NEW EQUIPMENT OR LOADS. SUBMIT PLANS TO THEARCHITECT/ENGINEER FOR REVIEW PRIOR TO INSTALLATION. 3. LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN LOADS AS NOTED IN DESIGN CRITERIA & LOADS BELOW OR THE CAPACITY OF PARTIALLY COMPLETED CONSTRUCTION AS DETERMINED BY THE CONTRACTOR'S SSE FOR BRACING/SHORING, GENERAL REQUIREMENTS 1. THE DESIGNAND CONSTRUCTION OF THIS PROJECTIS GOVERNED BY THE"FLORIDA FLORIDABUILDINGCODE(FBC)",FIFTH EDITION, HEREAFTER REFERRED TO AS THE FBC, AS ADOPTED AND MODIFIED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SECTION INA CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD. 3. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON -BEARING WALLS, STAIRS, FINISHES, DRAINS, WATERPROOFING, RAILINGS, CURTAIN WALLS, DEPRESSIONS, MECHANICAL UNIT LOCATIONS, AND OTHER NONSTRUCTURAL ITEMS, 4. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCHAS OSHA AND DOSH (DEPARTMENT OF OCCUPATIONAL SAFETYAND HEALTH). 5. THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO SHOWALL DETAILS OF THE WORK. ARCHITECTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL DIMENSIONS. 6. PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON INDIVIDUAL PLANS AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THE STRUCTURAL GENERAL NOTES. 7. ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE AND FORM FOR SPECIFIED ITEMS MAYBE SUBMITTED WITHADEQUATE TECHNICAL DOCUMENTATION TO THEARCHITECT/ENGINEER FOR REVIEW, ALTERNATE MATERIALS THATARE SUBMITTED WITHOUT ADEQUATE TECHNICAL DOCUMENTATION OR THAT SIGNIFICANTLY DEVIATE FROM THE DESIGN INTENT OF MATERIALS SPECIFIED MAYBE RETURNED WITHOUT REVIEW. ALTERNATES THAT REQUIRE SUBSTANTIAL EFFORT TO REVIEW WILL NOT BE REVIEWED UNLESS AUTHORIZED BY THE OWNER. 8. ALL STANDARD NOTES AND DETAILS CONTAINED HEREIN ARE TYPICAL UNLESS NOTED OTHERWISE. 9. ALL BUILDING SITES SHALL BE GRADED TO PROVIDE DRAINAGE UNDER ALL PORTIONS OF THE BUILDING AND AROUND THE BUILDING PERIMETER TO ALLOW DRAINAGE AWAY FROM THE STRUCTURE. 10. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, DIMENSIONS, ELEVATIONS, ETC. 11. SHOP DRAWINGS SHALL BE REVIEWED BY CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. 12. CHANGES AND ADDITIONS MADE ON RE -SUBMITTALS SHALL BE CLEARL Y CLOUDED AND NOTED. ARCHITEC/ENGINEER REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING THE RE -SUBMITTAL. CONTRACTOR'S COORDINATION 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILSANDACCURACYOFTHE WORK WITHARCHITECT, ENGINEERS) AND OTHER TRADES; FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OFASSEMBLY,• AND FOR PERFORMING WORK IN A SAFE AND SECURE MANNER, 2. IN CASE OF DISCREPANCIES BETWEEN THE GENERAL NOTES, SPECIFICATIONS PLAN/DETAILS, REFERENCE STANDARDS, THEARCHITECT/ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. SHOULD ANYDISCREPANCYBE FOUND IN THE CONTRACT DOCUMENTS, THE CONTRACTOR WILL BE DEEMED TO HAVE INCLUDED IN THE PRICE THE MOST EXPENSIVE WAY OF COMPLETING THE WORK, UNLESS PRIOR TO THE SUBMISSION OF THE PRICE, THE CONTRACTOR ASKS FOR A DECISION FROM THEARCHITECT AS TO WHICH SHALL GOVERN. ACCORDINGLY, ANY CONFLICT IN OR BETWEEN THE CONTRACT DOCUMENTS SHALL NOT BE BASIS FOR ADJUSTMENT IN THE CONTRACT PRICE 3. DISCREPANCIES, OMISSIONS, OR INCONSISTENCIES WITH APPLICABLE CODE REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 4. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO EARTHWORK, FOUNDATIONS, SHORING, AND EXCAVATION. ANY UTILITY INFORMATION SHOWN ON THE DRAWINGS AND DETAILS IS APPROXIMATE AND NOT NECESSARILY COMPLETE. 5. THE CONTRACTOR SHALL VERIFYALL DIMENSIONS AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS .SHALL BE BROUGHT TO THEATTENTION OF THEARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK 6. THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTHAND STABILITY OF THE STRUCTURE DURING CONSTRUCTIONAND SHALL PROVIDE TEMPORARYSHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETE. DO NOT LOAD STRUCTURES, NEW OR EXISTING, WITH WEIGHT THAT WILL ENDANGER STRUCTURE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY. STRUCTURAL CERTIFICATION 1. 1 CERTIFY THAT THE PLANS AND SPECIFICATIONS COMPLY WITH THE STRUCTURAL PORTION OF THE FLORIDA BUILDING CODE FIFTH EDITION. 2. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDEADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED IN SECTION 16091N THE FBC. STRUCTURAL STEEL 1. STRUCTURAL STEEL MEMBERS SHALL BE SHEARED, FORMED, PUNCHED, WELDED, AND PAINTED BY THE MANUFACTURER. ALL SHOP CONNECTIONS SHALL BE WELDED IN CONFORMANCE WITH AWS D1.1 AND D1.8. STRUCTURAL WELDING CODES. WELDING OF STRUCTURAL STEEL SHALL BE WITH E7OXX ELECTRODES. FILLET WELDS SHALL BE MIN. 3/16" UNLESS NOTED OTHERWISE. 2. WELDING OF COLD -FORMED STEEL MEMBERS SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OFAWS D1.3 STRUCTURAL WELDING CODE. 3. UNLESS OTHERWISE SPECIFIED, THE MINIMUM STANDARD DESIGN THICKNESS OF THE COLD -FORMED STRUCTURAL FRAMING MEMBERS SHALL BE 0.0600. 4. ALL HOT -ROLLED OR COLD -ROLLED SHEETAND STRIP STEEL LESS THAN 0.150"THICK USED IN FABRICATION OF COLD -FORMED STRUCTURAL MEMBERS SHALL BE ASTM A-1011, GRADE 55 (55,000 PSI MINIMUM YIELD STRESS). 5. SECONDARY STRUCTURAL MEMBERS SHALL BE FIELD BOLTED WITH ASTMA307 OR A325 BOLT ASSEMBLIES, AND AS SHOWN IN DETAILS. 6. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH AISC "CODE OF STANDARD PRACTICE", LATEST EDITION. 7. PRIMARY STRUCTURAL MEMBERS SHALL BE BOLTED WITH HIGH STRENGTH BOLTS AND NUTS (ASTM A325) & TIGHTENED USING "SNUG TIGHT"METHOD. 6. SHOP PAINT ALL NON -GALVANIZED STEEL W/. A LEAD CHROMATE FREE ALKYD, SSPC PAINT. CLEAN STEEL TO THE REQUIREMENTS OF SSPC-SP6 PRIOR TO PRIMING. 7. SHOP PAINT ALL NON -GALVANIZED STEEL WITH SSPC PAINT 20 TYPE 1 OR 2 MIN. DRY FILM THICKNESS 3 MILS. CLEAN STEEL TO THE REQUIREMENTS OF SSPC-SP6 PRIOR TO PRIMING. 8. DO NOT PAINT STEEL SURFACES IN CONTACT WITH CONCRETE OR ARE TO RECEIVE FIREPROOFING. 9. ALL STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE PROTECTED WITH EPDXYPRIMER MARINE TYPE. 10. REFER TO ARCHITECTURAL PLANS FOR FIREPROOFING OF STRUCTURAL STEEL MEMBERS. 11. WIND BRACING SHALL CONSIST OF DIAGONAL CABLE, ROD OR ANGLE BRACING. ADJUSTMENTS TO CABLE BRACES SHALL BE MADE BYAN EYEBOLTASSEMBLY. ADJUSTMENT TO ROD BRACING MAY BE BY THREADED ASSEMBLY. ANGLE BRACING IS NOT ADJUSTABLE AND MAY REQUIRE FINAL FIELD WELDING. STEEL CONSTRUCTION AND ERECTION 1. THE BUILDING ERECTOR SHALL BE PROPERLY LICENSED AND EXPERIENCED IN ERECTING METAL BUILDING SYSTEMS. 2. THE BUILDER IS RESPONSIBLE FOR HAVING KNOWLEDGE OF, AND SHALL COMPLY WITH, ALL OSHA REQUIREMENTS AND ALL OTHER GOVERNING SITE SAFETY CRITERIA, 3. THE BUILDER IS RESPONSIBLE FOR DESIGNING, SUPPLYING, LOCATING AND INSTALLING TEMPORARY SUPPORTS AND BRACING DURING ERECTION OF THE BUILDING. METAL BUILDING BRACING IS DESIGNED FOR CODE REQUIRED LOADS AFTER BUILDING COMPLETION AND SHALL NOT BE CONSIDERED AS ADEQUATE ERECTION BRACING. 4. EQUIPMENT BRACING AND SUSPENSION CONNECTIONS MUST NOT IMPOSE TORSION OR MINOR AXIS LOADS, OR CAUSE LOCAL DISTORTION IN ANY STRUCTURAL COMPONENTS. 5. ALL FIELD WELDING MUST BE DONE AT THE DIRECTION OF A DESIGN PROFESSIONAL, AND DONE IN ACCORDANCE WITH AWS BY WELDERS QUALIFIED TO PERFORM THE WELDING AS DIRECTED BY THE APPLICABLE WELDING PROCEDURE SPECIFICATION (WPS). A WPS SHALL BE PREPARED BY THE CONTRACTOR FOR EACH WELDING VARIATION SPECIFIED. THE CONTRACTOR IS RESPONSIBLE FOR ANY SPECIAL WELDING INSPECTION AS REQUIRED BY LOCAL JURISDICTION, FILLER MATERIAL SHALL BE 70 KSI TENSILE STRENGTH. 00 CD T DEMOLITION NOTES 1. PLANNING AND EXECUTING OF DEMOLITION SHALL BE DONE IN ACCORDANCE WITH APPLICABLE ANSI A10 STANDARDS. Z ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL CODE AND ORDINANCES. 3. CONTRACTOR SHALL TAKE APPROPRIATE MEASUREMENTS IF LEAD -BASE PAINT OR ASBESTOS IS FOUND OR SUSPECTED TO BE ON THEAREAS TO DEMOLISH. 4. CONTRACTOR SHALL TAKE MEASUREMENTS TO MINIMIZE THE AMOUNT OF DUST CREATED, THE POTENTIAL RELEASE OF MOLD INTO THE ATMOSPHERE, AND THEAMOUNT OF VIBRATION PRODUCED THAT MIGHT AFFECT SURROUNDING STRUCTURES OR THE OPERATION OF NEARBY EQUIPMENT. 5. VERIFY LOCATION OF ALL NEW WALLS PRIOR TO REMOVING ANY EXISTING WALLS. 6. ERECTANDMAINTAINTEMPORARY BRACING, SHORING, LIGHTS, BARRICADES, SIGNS AND OTHER MEASURES AS NECESSARY TO PROTECT THE PUBLIC, THE WORKERS AND ADJOINING PROPERTY FROM DAMAGE FROM DEMOLITION WORK, 7. OPEN DEPRESSIONS AND EXCAVATIONS PART OF THIS WORK SHALL BE BARRICADED AND POSTED WHEN ACCESSIBLE THROUGH ADJACENT PROPERTY OR PUBLIC ACCESS. 8. PROTECT ALL EXISTING AREAS AND UTILITIES THATARE NOT TO BE DISTURBED. 9. VERIFYALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK. 10. IN CASE OF ANY DISCREPANCIES BETWEEN PLANS AND EXISTING FIELD CONDITIONS, NOTIFY ENGINEER. 11. ALL MATERIALS TO BE REMOVED FROM SITE AND DISPOSED OF IN AN APPROVED MANNER. BURYING OF TRASH AND DEBRIS ON THE SITE IS NOT PERMITTED. 12. REMOVE AND REPLACE ALL ROTTEN, DECAYED OR DAMAGED WOOD FROM EXISTING STRUCTURE, 13. DURING DEMOLISHING DISCOVERY, ANY MATERIAL THAT IS DAMAGED FROM AGE, WATER, WIND ETC., INCLUDING BUT NOT LIMITED TO ALL CORRODED OR RUSTED METAL, WATER DAMAGED MATERIALS, ROOFING MATERIALS TO BE REPLACED AT NO ADDITIONAL COST TO THE OWNER 14. ANY DAMAGE TO EXISTING FIRE RATED PARTITIONS, SHAFTS OR FIRE PROTECTION SURFACES TO BE REPAIRED TO COMPLY WITH REQUIRED FIRE PROTECTION CODES. GENERAL REMODEL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH FBC 2010 "EXISTING BUILDINGS, ITS AMENDMENTS AND ALL GOVERNING LOCAL CODE AND ORDINANCES. 2. PROVIDE ALL REQUIRED MATERIALS FORA COMPLETE INSTALLATION CONSISTENT WITH THE INTENT OF THESE DOCUMENTS. 3. MATERIALS ALREADY IN USE MAY REMAIN UNLESS DETERMINED TO BE DANGEROUS TO LIFE, HEALTH OR SAFETY'' IN THIS CASE THEY SHALL BE MITIGATED OR MADE SAFE. 4. SUPPLEMENTAL MATERIALS AND MANUFACTURED PRODUCTS THATARE NECESSARY TO COMPLY WITH THE INTENT OF THE DRAWINGS, BUTARE NOT NOTED OR SPECIFIED ARE TO BE INCLUDED. 5. ALL ASSEMBLY, PRODUCTS, SYSTEMS, ETC. TO BE INSTALLED IN STRICT ACCORDANCE WITH THEIR RESPECTIVE MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. 6. OWNER SHALL FAMILIARIZE HIMSELF WITH THE WORKAND EXISTING CONDITIONS AND SHALL NOTIFY THE ENGINEER OFANY CONFLICT OR DISCREPANCIES WITHIN THESE DOCUMENTS PRIOR TO COMMENCING OR CONTINUING WORK. 7. OWNER SHALL USE PROPER PRECAUTIONS TO INSURE THAT EXISTING CONDITIONS ARE NOT DAMAGED DURING CONSTRUCTION, I.E. INCLEMENT WEATHER ETC. 8. THE PLANS AND SPECIFICATIONS ARE NOT INTENDED TO DEPICT EACH AND EVERY DETAIL. AS PARTY IN THE FIELD, THE CONTRACTOR IS IN THE BEST POSITION TO VERIFY THAT ALL CONDITIONS ARE COMPLETED AND PROVIDE A WATERTIGHT STRUCTURE. 9. THE ENGINEER SHALL IN NO WAYBE RESPONSIBLE FOR HOW FIELD WORK IS PERFORMED, SAFETY IN, ON OR ABOUT THE JOB SITE, OR METHODS OF PERFORMANCE OR TIMELINESS OF PERFORMANCE OF WORK. 10. OWNER TO OBTAIN APPROVAL FROM ENGINEER AND OWNER FOR USE OF "OR EQUAL"ITEMS. 11. ENGINEERWILLONLYWSITTHESITEATTHEREQUESTBYTHEOMER,BUILDINGOFFICIALORCONm4CTOR. 12. REPAIR AND PATCH TO MATCH EXISTING AS REQUIRED UNLESS OTHERWISE NOTED. NEW AND OLD FINISH TO MATCH IN MATERIAL AND TEXTURE UNLESS OTHERWISE NOTED. 13. PROTECT ALL AREAS NOT BEING REMODELED FROM DAMAGE, DUST, WATER ETC. DOORS AND WINDOWS 1. THE DESIGN PRESSURES FOR THE DOORS AND WINDOWS SHALL BE NOT LESS THAN THE VALUES SHOWN IN THE SCHEDULE OR IN THE PLAN. 2. THE DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S NOTICE OF APPROVAL (MIAMI NOA OR FBC APPROVAL). 3. THE DOORS AND WINDOWS MUST WITHSTAND THE IMPACT OF WIND BORNE MISSILES, OR SHALL BE PROTECTED WITH AN APPROVED IMPACT RESISTANT COVERING. 4. EACH UNIT SHALL BEAR A LABEL WITH THE MANUFACTURER'S NAMEAND DESIGN PRESSURES. 5. PRIOR TO INSTALLATION, ALL FRAMES MUST BE CHECKED FOR RACK, TWIST AND OUT OF SQUARE. 6. FOLLOW FMA (FENESTRATION MANUFACTURERS ASSOCIATION) GUIDELINES FOR FLASHING ALL OPENINGS. a. CAULK ALL INSIDE CORNERS OF OPENINGS WITH AN APPROVED SEALANT. b. APPLYAN.APPROVED FLASHING TO ALL FOUR SIDES OF OPENINGS. c. APPLYA HEAVY UNINTERRUPTED BEAD OF APPROVED SEALANT TO THE BUCKS PRIOR TO ATTACHINE TO THE OPENING PER WINDOW/DOOR DETAILS. d. SEAL BUCKS WITH AN APPROVED FLASHING MATERIAL. e. INSTALL DOOR /WINDOW AND APPLY BEAD OF APPROVED SEALANT AROUND PERIMETER. 7. APPROVED CORROSION RESISTANT FLASHING SHALL BEAPPLIED IN SHINGLE FASHION INA MANNER TO PREVENT ENTRY OR PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS. 8. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. 9. ALL EGRESS WINDOWS SHALL MEET FBC SECTION 1029 OR FBC-R 310, AS APPLICABLE. ABBREVIATIONS AS - ANCHOR BOLT FIG - FOOTING AFF - ABOVE FINISHED FLOOR HORIZ - HORIZONTAL AHJ - AUTHORITY HAVING JURISDICTION IN - INCH/INCHES ALT - ALTERNATE MAS - MASONRY BOTT - BOTTOM MAX - MAXIMUM CMU - CONCRETE MASONRY UNIT MFR - MANUFACTURER COL - COLUMN MIN - MINIMUM CONC - CONCRETE MISC - MISCELLANEOUS CONT - CONTINUOUS MPH - MILES PER HOUR D&E - DRIED AND EPDXY NIS - NOT TO SCALE DIA - DIAMETER Oc - ON CENTER DIM - DIMENSION PSF - POUNDS PER SQUARE FOOT ON - DOW REV - RENSION11REl1SED EA - EACH SPECS - SPECIRCAPONS ELEV - ELEVAIION/ELEVATOR SCHED - SCHEDULE ENGR - ENGINEER EW - EACH WAY UNO - UNLESS NOTED OTHERWISE E - EXI.iTING VERT - VERTICAL EXP - EXPANSION VIF - VERIFY IN FIELD EXT - EXTERIOR W/ - IVTH FBC - FLORIDA BUILDING CODE W/� _ WITHOUT FF - FINISH FLOOR µ�y}- -WELDED WIRE FABRIC ww - WELDED WIRE MESH FT - FFOUNDATION /5 - STEEL REINFORCING BAR (REBAR) 15 (5/8 ) 0 m 0 O z M M w (N) 3068 DOOR N M EXISTING WINDOW & DOOR (TO REMAIN) WIDEN EXISTING OPENING FOR NEW EGRESS DOOR PROPOSED FLOOR PLAN SCALE: 1/4" = l'-O" NEW STEEL FRAMING 0 WALL OPENINGS m08C060 JAMB :I 7 WALL 31 WIDE OPENING ELEVATION SCALE: 1/4" = 1'-0" ION' 14M zAREA OF WORK LOCATION PLAN SCALE: 1/16" = 1'-0" THESE PU148 AND ALL PROPOS D Wopj( ARE SUBJECT TO ANY CORREG' JCNS REQUIRED BY FIELD JPiSPLCTOf.S TJ IR"i" MAY BE NECES'MIRY IN ORDER TO 0010PLY SMITH ALL APPUCABLLE CO'r;E03. 4kZ \zCENSFA No. 61000 STATE OF �SS.tONA W a W W O Ivo©oo O oLo I- O w CDWNMcr- Nv JO(0q vn w 0) 00 a s 3:1LoN L U ^ ^ �J LL LL 0<NN LjLd r r z U Nm�� ZDw 0 °LID 0 00 It D_ LL r- W V Lu 1D Z� Q N V' (� a aU Z°dGO Z Li■2W Lu Wz W > Z W w (D J Z 0p� Z ®Lu2° Z Ow Q < z J JLJ Q 0- z L ® Q U U a ry I" O O "J LL aZ Q O J LL Pr�^ vLJ f LL 2 U Q > w z J oQW O o N � W o Q U) w U w w EL_ F_ Qf O LL r erg% I, I 1' l IiO!Vl6m, liar IyyP.E.61000 'TE: 11-06-2017 SHEET S1 1 OF 2 17-0286 PERMIT SET ERECTOR NOTE: -PRE-DRILL HOLES AT NESTED ZEE GIRTS & DOUBLE CEE GIRTS IF REQUIRED. -IF THE T-CLIP IS LOCATED IN THE SAME LOCATION AS NESTED GIRT SOLTS, THE NESTED GIRT BOLTS CAN BE REMOVED. LEFT HAND DETAIL SHOWN, (6) H1020 RIGHT HAND OPPOSITE FAST A GIRT CLIP D00 C Ii Lcl SECTION "A" DOOR JAMB TO GIRT CONN NOTE: USE (4)1/2"X 1 1/4" A307 BOLTS H0500/NUTS H0400 NOTE: INSTALL CLIPS ON JAMB BEFORE STANDING JAMB. USE LEVEL TO ALIGN GIRTS ADJUST CLIP AS REQUIRED. FRICTION CLIP 1 1/4" FRICTION CLIP MK. JCP02 AT 8" MK. JCA02 AT 8" MK. JCP01 AT 10" 'v MK. JCA01 AT 10" MK. JCP03 AT 12' 1/2„ ' MK. JCA03 AT 12" JAMB GIRT CHANNEL JAh JAMi DETAIL B N.T.S. 112 SELF —DRILLING, TAPPING SCREWS (2 PER JAMB TO CLIP) (2) }"0 TITEN HD, SPACED 4 4" EMBEDMENT INTO CONCRETE I ul EXISTING WALL PANEL CLOSURE CLEAR OPENING AT SEALED (OPTIONAL SEALEDWALL) v HEADER FLASHING, SEE ARCH. cf w O STEEL LINE 1/4" O �— 4"x1i" HEX HEAD BOLTS DOOR HEAD LEFT HAND DETAIL SHOWN, RIGHT HAND OPPOSITE GIRT TO JAMB CONNECTION NOTE: USE (4)1/2" x 1 1/2" A307 BOLTS H0500/NUTS H0400 EXISTING GIRT LINER PANEL PER ARCH. TRIM FLASHING PER ARCH. SECTION AT DOOR HEAD N.T.S. EXISTING GIRT EXISTING WALL PANEL JAMB TRIM PER ARCH. #12 SELF DRILLING TAPPING SCREWS, MATCH EXISTING WALL FASTENER SPACING PATTERN, 6" O.C. MAX. SPACING EXISTING WALL PANEL JAMB DETAILS N. T. S. J12 SELF DRILLING TAPPING SCREWS: EA SIDE OF GIRT DOOR JAMB SEE SECTION DOOR JAMB SEE SECTION JAMB TRIM PER ARCH. SECTION AT SWING OUT DOOR SECTION AT SWING IN DOOR THRESHOLD DETAILS N.T.S. REFER TO ACTUAL DOOR THRESHOLD DETAILS Ll TIZF el PLANS AND ALL Pi10POSED V4'f%P.dd ARE SUBJECT TO ANY GG BE'C;lC1l,'S REQUIRED BY FIELD INSPCCTQnS TJ IA'i M,AY BE NECGSS,^,I4Y IN OR>'�E'M TO COhl 11LY U/ITH ALL AP L110ABLLE CG EB. m •\ZCENSF No. 61000 STATE OF NIM w O z 0 Q 12, W W O O O U O h o �u') o CD WNce) co T- WMp(o Nv rN Joco vv NLL0)00 as co N = :If U)IN, JJ LL, LL, OVim^ QNN zcwi N �� m �v D W ma Ui LL moaux. �w Vcn Zw ¢ 00 _ N U r w0< < U ¢ 06 X Z M26EE 2 w WgZ WjZ w �Z z -®3COD ¢z ®W0cc) a o: 0 J LL w w FL 0 LL P.E!61000 FE: 11-06-2017 SHEET S2 2 OF 2 17-0286 PERMIT SET MATGH LINE C133-0025-000/4D FORT PIERCE FARMS DRAINAGE DISTRICT CANAL No. 25 FNn r..AP KICL0*A-7'n CL.'� nn' FND. II`utsr.�D�D ana cusr-�� I_H�r=1-11=iv C1"=100'D NOTE: PARCEL BELIEVED TO BE ON COUNTY WATER I �YQ L 37 37 SI IRVFY NOTFS; 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF RECORD. 2. THI5 SURVEY 15 CERTIFIED ONLY TO THE BELOW NAMED INDIVIDUALS 3. LEGAL DESCRIPTION SUPPLIED BY CLIENT. 4. 5Q. FT. OF HOUSE CIF SHOWN) SUPPLIED BY CLIENT. 5. NO STRUCTURES OR UTILITIES THAT ARE BENEATH THE SURFACE HAVE BEEN LOCATED. G. ALL SET GAPS LABELED P5M WEH 441G ARE SUPPORTED WITH AN 18' LONG #5 REBAR ALL FOUND CAPS ARE A 5/8' ROD WITH A CAP AS LABELED ON SURVEY. 7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED. 8. BEARING BASE ON WEST LINE OF PARGEL 9. ELEVATIONS CIF SHOWN) HEREON ARE BASED ON N.A.V.D. C1988). UNLESS OTHERWISE NOTED. LEGEND A OF SURVEY DELTA ANGLE ABBREVIATIONS L LENGTH A/C AO CONDITU9ER # LIOR POLE AVE AVENUE N. MEASURED AV6 AVERAGE M.H. MANHOLE B.H. BEARING BASE KKVA. MEAN RIOI WATER LIE NL BENCH MAW: MOL MRBAENT ax BLOCK NLD NAIL B DISK BLVD BOULEVARD M. NORTH G CURVE mm NUMBER CIL DEAFUNG KIC. HOT DMUDED . TE CONCRETE STRUCTUREILKW, OVERHEAD WIRES CS. CHORD DISTANCE P6 PAGE E CENTERLINE PX PARER KALOM NAIL CIF. CHAIN LINK FENCE P. PLAT C.M.CONCRETE MONUMENTP.CP. P POOR O: CIMATIiE COG CONCRETE PERMANENT CONTROL PO CA CLEAN O P.L POINT OF INTERSECTION cR O R COUNT'/ ROAD PL PROPERTY LINE CT. COURTCR CONCRETE SLAB PA PAR POWER METER POOR OF BEGINNINGGS COL CODER PAC. POINT OF �T♦CENEW D. PRC POINT OF REVERSE CUR D AM. D DEED BOOKDEEDPRM C� PERMANENT REFERENCE POWER POLE DEP DEPARTMENT OF EMVllup@ExTA PRareCTON RAA RAGA OR RADIUS MST. OSTANCE R/W RUM O: WAY DNR DEPARTMENT OF S. SEC. SOUTH SECTION NATURAL RESOURCES DR. DRIVE SOFT. SR. SQUARE FEET STATE ROAD E. EAST ST. STREET EASE ELM EASEMENT ELECTRICAL STA. STRUC STATION STRUCTURE EL EAW. ELEVATDN FOGE OF WATER SUB, SUBDIVISION FF. FIRST FLOR T8K TEMPORARY BENCH MARK ' O' FOUND FOE AMIT 7O F. TO TAB TELEPHONE O' TOF BANK FvFL OWER FLORIDA POW R B LIGHT TOM TEPOGRN GGAL I IRON PPETp. TRACT R TVSP. TOWNSHIP INV. � CIA UNREADABLE FM FORD NAIL U \ D UTILITY i DRAINAGE NWT GOVERMENT V. VEST FR GRADE ® WATER METER GM GROUND VV WATER VALVE YOEZ HOREMINTA. `-+ COMBINED LOTS KW. WAD WALL EXHIBIT A LEGAL DESCRIPTION, A PARCEL OF LAND BEING A PORTION OF SECTION 30. TOWNSHIP 34 SOUTH. RANGE 40 EAST. ST. LUCIE COUNTY. FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, COMMENCE AT THE NORTHEAST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 301 THENCE SOUTH ALONG THE EAST LINE OF THE SAID SOUTHWEST 1/4. 445.00 FEETI THENCE SOUTH 89'47'08' WEST. 1.993.5G FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 89'47'08' WEST. 350.00 FEETI THENCE NORTH 00'02'52' WEST. 400.10 FEET; THENCE NORTH 8q'47'08' EAST. ALONG THE SOUTH LINE OF THE FORT PIERCE FARMS DRAINAGE DISTRICT CANAL No. 25. 350.0 FEET; THENCE SOUTH 00'02'52" EAST 400.10 FEET TO THE POINT OF BEGINNING CONTAINING 3.21 ACRES. MORE OR LESS. PARCEL #1M CINGRESS- EGRESS EASEMENT) I A PARCEL OF LAND SITUATE IN SECTION 30. TOWNSHIP 34 SOUTH. RANGE 40 EAST. ST. LUCIE COUNTY. FLORIDA. BEING MORE RTICIULARLY D DED AS O MMtN IAT GOCORNER OF THE NORTHEAST THE SOUTHWEST QUARTER OF SAID GRA55 AREA I SECTION 301 THENCE SOUTH. ALONG THE rl r ! EAST LINE OF THE SAID SOUTHWEST c QUARTER. A D15TANGE OF 445.00 FEET THENCE SOUTH 89'47'08' WEST. A DISOFTANCE OF i.217.48 FEET TO THE DINT O c METAL BUILDING BEGINNNG;THENCE CONTINCONTINUESOU #5350 0° 0 89'4TOS' WEST. A DISTANCE OF 77G.08 n I colNc. '02'52' WEST. A O I DISTANCE OF 50.00 FEET THENCE NORTH 0 89'47'08' EAST. A D15TANCE OF G77.44 ' t x4 `' a 1 FEET THENCE NORTH 44'47'08' EAST. A DISTANCE OF 254.92 FEET; THENCE NORTH 4J 0 89'47'55' EAST. FOR A DISTANCE OF i 0 794.51 FEETI THENCE SOUTH 75'12'05' CV 6<j EAST. FOR A DISTANCE OF 115.91 FEET GONG. ° THENCE NORTH Sq'47'55' EAST. FOR A « I < I W DISTANCE OF 230.00 FEET TO THE SAID EAST LINE OF THE SOUTHWEST QUARTER; O a Na.0 P.O.G. THE THENCE SOUTH. ALONG THE SAID EAST O 7 .. 4 _. COVERED ALLraNUH I Lc) 3.Wv4 of MC. 30. TWSP. 3 6.. RG. 4oc LINE. A DISTANCE OF GO.00 FEET; THENCE O AREA N C311-000(0-000/1) SOUTH 89'47'55' WEST. A DISTANCE OF Z 4 4 0/ EETI THENCE NORTH OTHENCE THE - nIL.4�1S AND ALL Pr1OPL1S5D W%i { 237.GWEST .9AFD15TANCE OF 1115 91 FEET ARE SUBJECT TO ANY CORRECT Is SOUTH Bq'47'55' WEST. A DISTANCE OF RtOUIrSct} BY HELD ItiSP CTOr;S T1f 7 G98.12 FEETI THENCE SOUTH 44'47'OS' (O 11i r-11AY BE NECESSARY IN OCiLeh TO WEST. A DISTANCE OF 240.75 FEET TO CS C' M4�LY WITH ALL APPLICABLE Cv''IiES. THE POINT OF BEGINNING. a Tu4an i I20.3' i CONTAINING 2.94 ACRES. MORE OR LESS. Ln 3 59°47'OB'W 1.-193.5G' C322-0001-000/0) THIS DRAWING AND COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ❑RIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. HAYHURST LAND SURVEYING INC. CERTIFICATE OF AUTHORIZATION NUMBER (L.B. 7364) SURVEYING AND MAPPING COMPANY 445 9TH ST. S.W. Unit-7 VERO BEACH, FL. 32962 rZ PHONE: 772 569-6680 WILLIAM E. HA ST DAB FAX: (772) 770-3446 PROFESSIONAL SUR OR & MAPPER ha hurstlsC�live.com FLORIDA REGISTRATION NO 4416 y SURVEY TYPE: BOUNDARY DATE: REVISIONS: BY: FLOOD ZONE "X", PANEL NO. 12111CO175 F 4/19/06 UPDATE SURVEY JDJ CERTIFIED To: CHECKED BY: 5/2/06 REVISE CERTS. JDJ SKIDOO L.L.G. W.E.H.YY TATTOO YAGHT5 L.L.G. DRAWN BY: B.H. 3/14/17 UPDATE SURVEY BDR PAUL AND LAURA 5HARP OLD REPUBLIC NATIONAL TITLE IN5URANGE COMPANY FIELD BOOK No. 130 3/30/17 LOCATED CONC. PAD BDR STEVEN G. VITALE. P.A. PAGE No. 4 9 FIEND DATE: 4 1 8 06 SCALE: 1 "-30' JOB No. 00-129