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HomeMy WebLinkAboutItem 07 Approval of 2023-2024 Capital Improvement Project with Superior Sheds City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org STAFF REPORT Meeting Date: May 21, 2024 Item #: 7 Contact Name: Stephen Krug Department Director: Stephen Krug Contact Number: Ext. 6002 City Manager: Robert Frank Subject: Approval of 2023-2024 Capital Improvement Project with Superior Sheds. (Public Works Director Krug) Background Summary: The approved budget for 2023/2024 includes a capital project for the construction of a prefabricated covered metal shed at the Public Works complex. The structure would be used to protect the department's heavy equipment from the elements. Public Works solicited pricing from Superior Sheds, our sole/single source vendor for prefabricated sheds, to keep uniformity with the department's other similar existing structures. Public Works reviewed the proposal and found the cost to be in line with current industry standards. Public Works is requesting Commission approval to award the work to Superior Sheds, at their proposal cost of $55,067.20. Public Works recommends issuing a purchase order to Superior Sheds in the amount of $55,067.20, which is adequately funded in the budget. Issue: Should the Honorable Mayor and City Commissioners approve issuing a purchase order to Superior Sheds for the construction of a prefabricated covered metal shed at 301 Maguire Rd.? Recommendations: Staff recommends the Honorable Mayor and City Commissioners approve issuing a purchase order to Superior Sheds in the amount of $55,067.20, and authorize the City Manager and staff to approve and execute change orders to the work in accordance with the limits established in the Purchasing Code. Attachments: 1. Superior Shed Proposal 2. Pole Barn - Engineering 3. Location Financial Impacts: The cost of the shed is adequately funded in the 2023/2024 Streets Division Capital Program for Public Works. City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org Type of Item: Consent 2323 S. Volusia Avenue Orange City, Florida 32763 877-439-7433 2-12-24 To: Craig Smith City of Ocoee 407-905-3100 ext. 6015 30’ x 100’ x 20’ carport = $46,935 plus proof of tax exemption. The roof will be vertical. The wind rating will be at the 150mph code. The carport will have five 15’ x 15’ frame outs on one 100’ side. Non-refundable site-specific engineering is at a cost of $650. The nonrefundable site visit is at a cost of $150. The additional mileage fee = $100. The installation fee = $4732.20. The cost to rent a lull – telescopic list is $2500. The grand total = $55,067.20. Purchase orders are accepted. The Customer is required to provide level land or a level foundation. Steel does not come with a floor. Purchase may be made over the phone using a credit card. Purchase orders need to be approved by the Manager of the steel division. Give me a call if you have any question or are ready to place an order. Connie Sibila Corporate Office / Internet Sales Specialist 386-951-0224 ELEVATION NOTES 1. SEE CROSS SECTION FOR METHOD OF ROOF VENTILATION 2. HANDICAP RAMP(S), STAIRS, AND HANDRAILS ARE TO BE DESIGNED AND SITE INSTALLED BY OTHERS, SUBJECT TO LOCAL JURISDICTION AND APPROVAL. 3. FOUNDATION ENCLOSURE ( WHEN PROVIDED ) MUST HAVE 1 SQUARE FOOT NET VENT AREA PER 1/1 1/150TH OF THE FLOOR AREA, AND AN 18" X 24" MINIMUM CRAWL SPACE ACCESS, SITE INSTALLED BY OTHERS, SUBJECT TO LOCAL JURISDICTION AND APPROVAL. GENERAL NOTES 1. ACCESS TO BUILDING FOR PERSONS IN WHEELCHAIRS IS DESIGNED BY AND FIELD BUILT BY OTHERS AND SUBJECT TO ALL LOCAL JURISDICTIONS. AT LEAST 50% OF PUBLIC ENTRANCES (INCLUDING PRIMARY ENTRANCE) AND ALL REQUIRED EXITS MUST BE ACCESSIBLE. 2. ALL DOORS SHALL BE OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BLOTS SHALL NOT BE USED. 3. ALL GLAZING WITHIN A 48 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL BE SAFETY, TEMPERED OR ACRYLIC PLASTIC SHEET. 4. ALL STEEL STRAPS REFERENCED ON FLOOR PLAN SHALL BE 1.5 INCH X 26 GA. W/ (8) 15 GA. X 7/16 INCH CROWN X 1 1/2 INCH STAPLES WITH A MINIMUM OF 1" PENETRATION EACH END OF STRAP. 5. MIN. CORRIDOR WIDTH IS 44 INCHES. 6. MIN. CORRIDOR FINISH IS CLASS B (GYPSUM). 14. WINDOW AND DOOR HIGH WIND STORM COVERINGS PER CODE TO BE SUPPLIED AND SITE INSTALLED BY OTHERS SUBJECT TO LOCAL JURISDICTION AND APPROVAL. DESIGN WIND SPEED IS 140 MPH OR GREATER. 15. PLAN REVIEW AND INSPECTION REQUIRED BY CHAPTER 633 F.S. TO BE DONE BY THE LOCAL FIRE SAFETY INSPECTOR. 7. IN WIND BORNE DEBRIS REGIONS, EXTERIOR GLAZING SHALL BE PROTECTED WITH AND IMPACT RESISTANT COVERING OR WITH MINIMUM 7/16" WOOD STRUCTURAL PANELS PER SECTION 1609.1.2 OF THE PROVIDED PER TABLE 1609.1.2 THE IMPACT RESISTANT COVERING OR WOOD STRUCTURAL PANELS ARE TO BE PROVIDED ON SITE BY OTHERS. SUBJECT TO LOCAL JURISDICTION AND APPROVAL. WHERE THE ULTIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER AND AREAS WHERE THE ULTIMATE WIND BORNE DEBRIS REGIONS ARE AREAS WITHIN ONE MILE OF THE COASTAL MEAN HIGH WATER LINE 8. EMERGENCY LIGHTING SHALL BE CAPABLE OF PROVIDING INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE AND A MIN. OF .1 FC MEASURED ALONG THE EGRESS AT THE FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO .6 C AVERAGE AND A MINIMUM AT ANY POINT OF .06 FC AT THE END OF THE EMERGENCY LIGHT TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES. FBC. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE SITE INSTALLED NOTES NOTE: THAT THIS LIST DOES NOT NECESSARILY LIMITS THE ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ARE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION AND APPROVAL. 1. THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM. 2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING. 3. PORTABLE FIRE EXTINGUISHER(S). 4. DRINKING FOUNTAIN, BUILDING DRAINS, CLEAN-OUTS, AND HOOK-UP TO PLUMBING SYSTEM. 5. ELECTRICAL SERVICE HOOK-UP (INCLUDING FEEDERS) TO THE BUILDING. 6. THE MAIN ELECTRICAL PANEL AND SUB-FEEDERS (MULTI-UNITS ONLY). 7. CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE MATING LINE(S) - (MULTI-UNITS ONLY). 8. STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN 9. WINDOW AND DOOR HIGH WIND STORM COVERINGS PER CODE. 10. GUTTERS AND DOWNSPOUTS (IF APPLICABLE). 11. SINK AND CABINETS. 12. FIRE ALARM SYSTEM, WIRING, ETC (IF APPLICABLE). 13. THERMAL EXPANSION DEVICE (IF REQUIRED). STRUCTURAL LOAD LIMITATIONS WIND LOAD CRITERIA 1. 2. 3. 136 Vult I II WIND SPEED (MPH) RISK CATEGORY BUILDING CATEGORY 4.OPEN ENCLOSURE CLASSIFICATION 5.GCpl = 0.18 INTERNAL PRESSURE COEFFICIENT 6.C EXPOSURE FACTOR 7. 0.85 8. 0.85 WIND DIRECTIONALITY FACTOR (Kd) GUST RESPONSE FACTOR (Gh) 9.Pr = -93.0 PSF MAIN FRAME STRUCTURE OVERTURNING LOAD 11. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. SEISMIC LOAD: N/A 10. (ROOF) COMPONENT & CLADDING LOAD (WALL) DRAWING INDEX C1 COVER SHEET A1 FLOOR PLAN A2 ELEVATION PLAN A3 TRUSS/ ROOFING DETAILS A4 DETAILS FLOOD LOAD: THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD PRONE OR ZONE AREA. FINISH FLOOR ELEVATION MUST BE LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL. SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH THE LOCAL FLOOD ZONE REGULATIONS. Pr = ZONE 1: -29.82 PSF, ZONE 2: -42.26 PSF, ZONE 3: -59.64 PSF PW = ZONE 4: +26.52 / -28.74 PSF, ZONE 5: +26.52 / -35.46 PSF FLORIDA PRODUCT APPROVAL CHART APPROVAL #MANUFACTURER VALIDATED BY STATUS FL1763-R4 ADVANCED ALUMINUM BRIAN JAKS, P.E.APPROVED CATEGORY: ROOFING SUBCATEGORY: METAL ROOFING (281) 468-0699 FL23138-R1 ADVANCED ALUMINUM BRIAN JAKS, P.E.APPROVED CATEGORY: STRUCTURAL COMPONENTS SUBCATEGORY: STRUCTURAL WALL (281) 468-0699 FL23139-R1 ADVANCED ALUMINUM BRIAN JAKS, P.E.APPROVED CATEGORY: STRUCTURAL COMPONENTS SUBCATEGORY: ROOF DECK (281) 468-0699 FL30315-R2 ADVANCED ALUMINUM MICHAEL JOHN RIEMER, P.E. APPROVED CATEGORY: ROOFING SUBCATEGORY: METAL ROOFING (561) 414-7557 FL31736-R1 ADVANCED ALUMINUM APPROVED CATEGORY: STRUCTURAL COMPONENTS SUBCATEGORY: ROOF DECK FL31737-R1 ADVANCED ALUMINUM APPROVED CATEGORY: STRUCTURAL COMPONENTS SUBCATEGORY: STRUCTURAL WALL FL32151-R1 ADVANCED ALUMINUM APPROVED CATEGORY: STRUCTURAL COMPONENTS SUBCATEGORY: ROOF DECK FL32152-R1 ADVANCED ALUMINUM APPROVED CATEGORY: STRUCTURAL COMPONENTS SUBCATEGORY: STRUCTURAL WALL MICHAEL JOHN RIEMER, P.E. (561) 414-7557 MICHAEL JOHN RIEMER, P.E. (561) 414-7557 MICHAEL JOHN RIEMER, P.E. (561) 414-7557 MICHAEL JOHN RIEMER, P.E. (561) 414-7557 FL33569-R1 ADVANCED ALUMINUM APPROVED CATEGORY: ROOFING SUBCATEGORY: METAL ROOFING MICHAEL JOHN RIEMER, P.E. (561) 414-7557 FL17996.5 ELIXIR DOOR AND METAL COMPANY APPROVED MODEL #: SERIES 407 FL21450-R6 JANUS INTERNATIONAL GROUP LLC.APPROVED MODEL #: 850 C1TITLE:SUP108 E.ROM DATE DRAWNSUPERIOR SHEDS, INC..2323 S. VOLUSIA AVE.ORANGE CITY, FL 32763OFFICE: 813.996.7431www.superiorsheds.comJOB SHEET NO. BUILDING DROPS, INC. 1900 NE MIAMI COURT, UNIT 2-15 MIAMI, FL 33132 HERMES F. NORERO, P.E. FLA. P.E. 3 SHOP DRAWING CHECKED FOR STRUCTURAL REQUIREMENTS ONLY.PUBLIC WORKS FACILITY301 MAGUIRE ROADOCOEE, FL 34761THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY HERMES F.NORERO, P.E. ON THE DATE AND/OR TIME STAMP SHOWN USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPIES. SECTION SECURED WITH HEX HEAD SCREW, #12-14x 1-1/4" SELF DRILLING & TAPPING FOR ALL FRAMING. NOTES: 1. ALL HAT CHANNEL SHALL BE A MIN. 18 GA. 2. ALL STRUCTURAL TUBING SHALL BE A MIN. OF 14 GA. 3. ALL UNIVERSAL STEEL SHALL BE A MIN. OF 29 GA. STRUCTURAL STEEL PANELS AND HAVE A YIELD STRENGTH OF 80 KSI OR ANOTHER FBC APPROVED PANEL. 18GA. ROOF PURLIN (TYP.)ROOF TRUSS CONT. FACTORY WELDED INSERT IN MIDDLE SECTION. BASE RAIL 2"x3"x20' LONG, (EXPANDABLE AT 4' INCREMENTS) 14 GA. STEEL WITH 1-3/4"x2-3/4"x6" RAIL STACHIONS WELDED AT 4' O.C. MAX. ST R U C T U R E WI D T H ALL SIDE FRAMES 2"x3", 14 GA PERFORMED STEEL FLAT BRACKET (TYP.) SECTION SECURED WITH HEX HEAD SCREW, #12-14x 1 1/4" SELF DRILLING & TAPPING FOR ALL FRAMING. ROOF PITCH VARIES 2/12 TO 4/12 3"2" ANGLE BRACKET (TYP.) (ALL FRAMING SHALL BE 2"x 3" RECTANGULAR TUBING) ISOMETRIC MODEL N.T.S. NOTE: SEE SHEET A4 FOR ANCHORING DETAILS (NOTE: ALL FRAMING SHALL BE 2"x 3" RECTANGULAR TUBING) 18 GA. GALVANIZED 2"x 2" FASTENED TO 2"x 3" ROOF RAFTER W/ SIMPSON STRONG TIE TP-15 AND (6) # 12-14 x 1-1/4" SDS 18 GA HAT CHANNEL ROOF PURLIN GROUND ANCHOR TYPICAL (4' O.C. MAX.) ONLY IF REQUIRED (USED ON NON-CONC. FOOTINGS) STRU C T U R E LEN G T H SIDE PURLINS ONLY USED WHEN SIDING IS VERTICALLY INSTALLED 29 GA STEEL ROOF (NOTE: WHEN OVER 26' IN WIDTH USE COLLAR TIE DETAIL OR TRUSS DESIGN STYLE) 4' O . C . ( T Y P . ) 4' O. C. ( M A X.) PURLINS EVERY 48" MAX. ROOF AND SIDES 2"x 3" 14 GA VERT COLUMN SPACED EVENLY INSTALL OVER 1.75"x 2.75"x 6" 14 GA GALV. TUBING POST SLEEVE COLLAR TIE DETAIL AND POST BRACING DETAIL 2"x 2" 14 GA COLLAR TIE REQUIRED FOR SPANS GREATER THAN 26' PLACED 1/3 DOWN FROM PEAK PURLIN SCREWS #12-14 x 1-1/4" AT 9" O.C. (TYP.) COLUMN SCREWS #12-14 x 1-1/4" SELF DRILLING SCREWS 12" INSERT 2.75"x 1.75" INTO END OF BUILDING FRAMING FASTEN W/ (2) #12-14x 1-1/4" SDS (2) ON BUILDING SIDE (2) ON LEAN TO SIDE OPTION LEAN TO 14'-0 MAX SPAN SEE SHEET A3 FOR TRUSS CONFIGURATION VARIES4'-6" MAX.25'-0" MAX.EAVEHEIGHTSTRUCTURE HEIGHT N.T.S. WINDOW INSTALLATION DETAIL N.T.S. DOOR INSTALLATION DETAIL TYPICAL TRUSS CONNECTIONS TYPICAL ROOF PURLIN ATTACHMENT TYPICAL BOXED EAVE CONNECTION 2"x 3" TUBE SECURED TO LEGS ABOVE DOOR W/ 2"x2" ANGLE FASTENED TO LEGS W/(2) #12-14x 3/4" SELF DRILLING SCREWS PER FACE DOOR FRAME 2"x 3" TUBE SECURED TO HEADER AND BOTTOM RAILING W/ 2"x 2" ANGLE FASTENED TO LEGS W/ (2) #12-14x3/4" SELF DRILLING SCREWS PER FACE 2"x 3" TUBE FOR LEGS SPACED 4' O.C. OR CLOSER (TYP) 2"x 3" TUBE SECURED TO HEADER AND BOTTOM RAILING W/ 2"x 2" ANGLE FASTENED TO LEGS W/ (2) #12-14x1-1/4" SELF DRILLING SCREWS PER FACE TRUSS TOP CHORD 3"x 2" HSS STEEL TUBING6'-10" +/-13-1/4"13-1/4"13-1/4"13-1/4"6"BOTTOM RAIL TO REMAIN 4'-0" MAX. 3'-4" +/- BOTTOM RAIL TO REMAIN OR MAY BE CUT OUT PER CUSTOMER REQUEST 6" 6"CONC. FOUNDATION #12x2" SELF DRILLING SCREW HEX HEAD (TYP) 2"x 3" TUBE FOR LEGS SPACED 4' O.C. OR CLOSER (TYP) 2"x 3" TUBE SECURED TO LEGS ABOVE WINDOW W/ 2"x 2" ANGLE FASTENED TO LEGS W/(2) #12-14x1-1/4" SELF DRILLING SCREWS PER FACE #12x 2" SELF DRILLING SCREW HEX HEAD (TYP) FILL ALL MANF. PRE-DRILLED HOLES AFTER WINDOW INSTALLATION METAL SIDING AND "J" CHANNEL WILL BE ADDED TO MAKE WEATHER TIGHT SUPPORT COLUMN 2"x 3" HSS STEEL TUBING (3) #12-14x 1-1/4" SELF DRILLING SCREWS (TYP) 1-3/4"x 2-3/4"x 6" WELDING INSERT HHS STEEL TUBING 2-1/2"x 1-1/2" 18 GA. HAT CHANNEL ROOF PURLIN 48" O.C. (MAX)(TYP) (2) #12-14x 1-1/4" SELF DRILLING SCREWS (TYP) TRUSS WEBING 3"x 2" HSS STEEL TUBING TRUSS TOP CHORD 3"x 2" HSS STEEL TUBING 3/8"x 6"x 8" GALV. PLATE CENTERED ABOUT JOINT PLANE - WELDED ALL-AROUND N.T.S. FLOOR OPENING DETAIL (ONLY USED WHEN FINISH FLOOR IS BELOW BFE)8"16" REAR OF LOUVER COVERED W/ WIRE MESH BUG SCREEN FASTEN W/ (1) #12-14x 1-1/4" SDS PER CORNER (TYP) CODE REQUIREMENT 1 IN² PER FT² OF ENCLOSED BUILDING TOTAL ENCLOSED BUILDING = 600 FT² EQUIVALENT FLOOD OPENING = 192 IN² EA. (25% REDUCTION DUE TO FINS) = 144 IN² EA. TOTAL PROVIDED (5) = 720 IN² 4'-0" MAX. A1 N.T.S.TITLE:SUP108 E.ROM DATE DRAWNSUPERIOR SHEDS, INC..2323 S. VOLUSIA AVE.ORANGE CITY, FL 32763OFFICE: 813.996.7431www.superiorsheds.comJOB SHEET NO. BUILDING DROPS, INC. 1900 NE MIAMI COURT, UNIT 2-15 MIAMI, FL 33132 HERMES F. NORERO, P.E. FLA. P.E. 3 SHOP DRAWING CHECKED FOR STRUCTURAL REQUIREMENTS ONLY.PUBLIC WORKS FACILITY301 MAGUIRE ROADOCOEE, FL 34761TRUSS VERTICAL CHORD 3"x 2" HSS STEEL TUBING TRUSS WEBING 3"x 2" HSS STEEL TUBING 1-3/4"x 2-3/4"x 24" WELDING INSERT HSS STEEL TUBING TRUSS BOTTOM CHORD 3"x 2" HSS STEEL TUBING (3) 1/2-13 X 7-1/2" HEX BOLT (3) 1/2-13 (6) Φ1/2" FLAT WASHER TYPICAL TRUSS CONNECTION 39'-1" AND OVER 3/8"x 6"x 8" GALV. PLATE WELDED ALL AROUND N.T.S. A2TITLE:SUP108 E.ROM DATE DRAWNSUPERIOR SHEDS, INC..2323 S. VOLUSIA AVE.ORANGE CITY, FL 32763OFFICE: 813.996.7431www.superiorsheds.comJOB SHEET NO. BUILDING DROPS, INC. 1900 NE MIAMI COURT, UNIT 2-15 MIAMI, FL 33132 HERMES F. NORERO, P.E. FLA. P.E. 3 SHOP DRAWING CHECKED FOR STRUCTURAL REQUIREMENTS ONLY.PUBLIC WORKS FACILITY301 MAGUIRE ROADOCOEE, FL 34761100'-0" 30'-0" SITE-SPECIFIC DESIGN PLAN SCALE 1 : 200 100'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) RIGHT ELEVATION N.T.S. NOTE: SEE SHEET A4 FOR ANCHORING DETAILS (NOTE: ALL FRAMING SHALL BE 2"X 3" RECTANGULAR TUBING) 2"X 3" 14GA HSS STEEL BRACING (TYP.) 2"X 3" 14GA HSS STEEL BRACING (TYP.) SEE SISTER STUD DETAIL ON SHEET A5 ROOF (29 GA) COLUMN LEG FROM BASE RAIL TO HEADER - FASTEN INTO FACTORY WELDED SLEEVE ON BOTTOM OF TRUSS 5' O.C. (MAX.)(TYP.) FRONT OF BUILDING 15'-0" A.F.F. 15'-0" A.F.F. 15'-0" A.F.F. 15'-0" A.F.F. 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 5'-0" (MAX.) 15'-0" FRAME OUT 15'-0" FRAME OUT 15'-0" FRAME OUT 15'-0" FRAME OUT 15'-0" FRAME OUT 15'-0" A.F.F. 100'-0" (MAX.) LEFT ELEVATION N.T.S. NOTE: SEE SHEET A4 FOR ANCHORING DETAILS (NOTE: ALL FRAMING SHALL BE 2"X 3" RECTANGULAR TUBING) 2"X 3" 14GA HSS STEEL BRACING (TYP.) 2"X 3" 14GA HSS STEEL BRACING (TYP.) COLUMN LEG FROM BASE RAIL TO HEADER - FASTEN INTO FACTORY WELDED SLEEVE ON BOTTOM OF TRUSS 5' O.C. (MAX.)(TYP.) ROOF (29 GA) FRONT OF BUILDING SEE ROLL-UP DOOR JAMB DETAIL ON SHEET A4 SEE ROLL-UP DOOR JAMB DETAIL ON SHEET A4 SEE ROLL-UP DOOR JAMB DETAIL ON SHEET A4 SEE ROLL-UP DOOR JAMB DETAIL ON SHEET A4 SEE ROLL-UP DOOR JAMB DETAIL ON SHEET A4 A3TITLE:SUP108 E.ROM DATE DRAWNSUPERIOR SHEDS, INC..2323 S. VOLUSIA AVE.ORANGE CITY, FL 32763OFFICE: 813.996.7431www.superiorsheds.comJOB SHEET NO. BUILDING DROPS, INC. 1900 NE MIAMI COURT, UNIT 2-15 MIAMI, FL 33132 HERMES F. NORERO, P.E. FLA. P.E. 3 SHOP DRAWING CHECKED FOR STRUCTURAL REQUIREMENTS ONLY.PUBLIC WORKS FACILITY301 MAGUIRE ROADOCOEE, FL 34761100'-0" 30'-0" SITE-SPECIFIC DESIGN PLAN SCALE 1 : 200 20'-0" 30'-0" (MAX.) FRONT ELEVATION N.T.S. (SUPPORT WITH SIDING) NOTE: SEE SHEET A4 FOR ANCHORING DETAILS (NOTE: ALL FRAMING SHALL BE 2"X 3" RECTANGULAR TUBING) 25'-0" (MAX.) 30'-0" (MAX.) REAR ELEVATION N.T.S. (SUPPORT WITH SIDING) NOTE: SEE SHEET A4 FOR ANCHORING DETAILS (NOTE: ALL FRAMING SHALL BE 2"X 3" RECTANGULAR TUBING) LEFT SIDE DESCRIPTION FIELD LEADING EDGE MAXIMUM UPLIFT DESIGN PRESSURE FASTENER PATTERN SUPPORT SPACING ZONE 1 ZONE 2 ZONE 3 -29.82 -42.26 -59.64 6"- 3"- 6"- 3"- 6" 48" O.C. 9"- 9"- 9"- 9" 48" O.C. N.T.S. UNIVERSAL FASTENING SCHEDULE HORIZONTAL ROOFING PANELS ACROSS TRUSS TOP CHORD N.T.S. UNIVERSAL FASTENING SCHEDULE SIDING PANELS ACROSS SUPPORT COLUMNS N.T.S. UNIVERSAL FASTENING SCHEDULE VERTICAL ROOFING PANELS ACROSS PURLINS N.T.S. TRUSS CONFIGURATIONS N.T.S. FIELD FASTENING PATTERN N.T.S. LEADING EDGE FASTENING PATTERN #12-14x 7/8" SDS AND RUBBER WASHER 1/2 PURLIN SPACING ALONG PANEL LAP FASTEN SHEATHING 9" O.C. FEILD W/ #12-14x 1-1/4" SDS AND RUBBER WASHER (TYP) TRUSS TOP CHORD 4'-0" O.C. MAX (TYP) OR CLOSER #12-14x 1-1/4" SDS AND RUBBER WASHER 3"/6"/3" O.C. ALONG LEADING EDGE FASTEN SHEATHING W/ #12-14x 1-1/4" SDS AND RUBBER WASHER 9" O.C. FIELD (TYP) 2"x 3" SUPPORT COLUMN 4'-0" O.C. MAX (TYP) OR CLOSER FASTEN SHEATHING 9" O.C. FIELD W/ #12-14x 1-1/4" SDS AND RUBBER WASHERS (TYP) 2-1/2"x 1-1/2" HAT CHANNEL ROOF PURLIN 48" O.C. (TYP) 2"x 3" TRUSS TOP CHORD 4'-0" O.C. MAX #12-14x 1-1/4" SDS AND RUBBER WASER 3"/6"/3" O.C. ALONG LEADING EDGE ASTEN SHEATHING W/ #12-14x 7/8" SDS AND RUBBER WASHER 1/2 PURLIN SPACING ALONG PANEL LAP SIDELAP FASTENERS FIELD PANEL FASTENERS #12-14x 7/8" SDS 1/2 TRUSS SPACING ON CENTER ALONG PANEL SIDELAP #12-14x 1-1/4" SDS 9" ON CENTER ALONG FIELD TRUSS TOP CHORDS GENERAL NOTES: 1.ALL CONCRETE WORK SHALL BE 3,000 P.S.I. AT 28 DAYS. 2. MINIMUM SOIL BEARING SHALL BE ASSUMED AT 2,000 P.S.F. 3. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH THE 2023 8TH EDITION FLA. BLDG. CODE AND ASCE 7-22. THESE PLANS INCLUDE DESIGN FOR ALL WIND 4.ALL SIDING AND ROOFING TO MINIMUM OF 26 GAUGE ATTACHED TO THE COLUMNS AS SHOWN AND CONSIDERED TO BE A MIN. OF 3 SPAN. 5.FOR ZONE LOCATIONS SEE FBC FIGURE 1609(C). THE COMPONENTS AND CLADDING LOADING CHARTS THIS SHEET. 6. DESIGN LOADINGS: DEAD LOAD = 4 PSF ROOF LIVE LOAD = 20 PSF 7.DOOR AND WINDOW DATA: PER TABLE 8.ALL WINDOWS AND MAN DOORS MAY USE #12-14x 1-1/4" LONG SELF DRILLING SCREWS IN LIEU OF THE WOOD SCREWS WHEN CONNECTING THE UNITS TO METAL FRAME. FOLLOW THE MANUFACTURERS SPECIFICATIONS FOR LOCATING CONNECTORS. 9. TYPE OF CONSTRUCTION: TYPE II-B 10. CORNER BRACES REQUIRED. 12 VARIES 212 TO 412 12 VARIES 212 TO 412 FASTEN SHEATHING 9" O.C. FIELD W/ #12-14x 1-1/4" SDS AND RUBBER WASHERS (TYP) 9" 2-1/2"x 1-1/2" HAT CHANNEL ROOF PURLIN 48" O.C. (TYP) 2"x 3" TRUSS TOP CHORD 4'-0" O.C. MAX 2"x 3" TRUSS TOP CHORD 4'-0" O.C. MAX #12-14x 1-1/4" SDS AND RUBBER WASHER 3"/6"/3" O.C. ALONG LEADING EDGE 2-1/2"x 1-1/2" HAT CHANNEL ROOF PURLIN 48" O.C. (TYP) WIND SPEED VS. LEG SPACING AND CLADDING TABLE DESIGN VELOCITY ULTIMATE 4' ON CENTER 5' ON CENTER 29 GA.160 MPH 29 GA.170 MPH -150 MPH -- 29 GA. - - - WELDING TABLE 1/8 FILLET 1/8 1/8 1/8 SQUARE BUTT 9" 9" 9"3" 6" 6" 6" 6" 3" 3" 3" 3" A4 NOTE: ALL CONNECTIONS IN A 136 MPH WIND ZONE WILL BE WELDED ALL AROUND CONNECTION 6" -29 GA.175 MPH VARIES 124 TO122 124 TO122VARIES 12 124 TO122VARIES 12 TITLE:SUP108 E.ROM DATE DRAWNSUPERIOR SHEDS, INC..2323 S. VOLUSIA AVE.ORANGE CITY, FL 32763OFFICE: 813.996.7431www.superiorsheds.comJOB SHEET NO. BUILDING DROPS, INC. 1900 NE MIAMI COURT, UNIT 2-15 MIAMI, FL 33132 HERMES F. NORERO, P.E. FLA. P.E. 3 SHOP DRAWING CHECKED FOR STRUCTURAL REQUIREMENTS ONLY.PUBLIC WORKS FACILITY301 MAGUIRE ROADOCOEE, FL 34761FROM 36'-1" THRU 39'-0" BOXED EAVE CONNECTION (TYP) TRUSS CONNECTION (TYP) 3/8"x 3"x 6" GALV. PLATE WELDED ALL AROUND (TYP) BOTH SIDES 12 212 TO 412VARIES FROM 39'-1" THRU 60'-0" BOXED EAVE CONNECTION (TYP) TRUSS CONNECTION (TYP) 12 3/8"x 3"x 6" GALV. PLATE WELDED ALL AROUND (TYP) BOTH SIDES FROM 26'-1" - THRU 30'-0" BOXED EAVE CONNECTION (TYP) TRUSS CONNECTION (TYP) 3/8"x 3"x 6" GALV. PLATE WELDED ALL AROUND (TYP) BOTH SIDES FROM 22'-1" THRU 26'-0" TRUSS CONNECTION (TYP.) BOXED EAVE CONNECTION (TYP) 3/8"x 3"x 6" GALV. PLATE WELDED ALL AROUND (TYP) BOTH SIDES FROM 30'-1" THRU 36'-0" BOXED EAVE CONNECTION (TYP) 3/8"x 3"x 6" GALV. PLATE WELDED ALL AROUND (TYP) BOTH SIDES TRUSS CONNECTION (TYP) UP TO 22'-0" BOXED EAVE CONNECTION (TYP) SIMPSON STRONGTIE TP-15 TIE PLATE - FASTEN W/ (6) #12-14x 1-1/4" SDS (BOTH ENDS) TRUSS FOR GABLE END ONLY UP TO 22'-0" BOXED EAVE CONNECTION (TYP) 4 TO 12122VARIES 12 1" LENGTH 1/8" WELD @ 6" O.C. BOTH SIDES LEG RAIL RAIL SLEEVE NOTE: SISTER STUDS TO BE ADDED @12'-0" AND HIGHER COLUMNS 3'-0" IN LENGTH SISTER STUD WELDED TO MIDSPAN OF SUPPORT COLUMN N.T.S. SISTER STUD DETAILG ROLL UP DOOR JAMB DETAILF N.T.S. N.T.S. NEW CONCRETE/ DIRECT ANCHORING N.T.S. NEW CONCRETE/ OFFSET ANCHORING 2' x 3" SUPPORT COLUMN 4'-0" O.C. MAX (TYP) 1-3/4" x 2-3/4"x 6' SHOP WELDED INSERT OPTIONAL SIDING (TYP) *1/2"x 6" TAPCONS W/ 2-3/4" EMBEDMENT IS ALSO PERMITTED *1/2"x 6" TAPCONS W/ 2-3/4" EMBEDMENT IS ALSO PERMITTED 2"x 3"x 14 GA BASE RAIL W/ 1/2"x 5-1/2 WEDGE ANCHOR (1) WITHIN 12" OF EACH COLUMN IN FULLY CURED 3000 PSI CONC. 2"x 3"x 14 GA BASE RAIL W/ 1/2"x 5-1/2 WEDGE ANCHOR (1) WITHIN 12" OF EACH COLUMN IN FULLY CURED 3000 PSI CONC. 6"x 6" REINFORCING WIRE MESH OR FIBER REINFORCEMENT (TYP) (2)#5 BAR MIN 3" EMBEDMENT CONT. (TYP) 4" MIN. CONC. SLAB (3000 PSI) OVER TERMITE TREATED SOIL NOTE: FIBER MESH CONCRETE CAN BE USED AS AN ALTERNATIVE TO WWF REINFORCEMENT3"12"NOTE: FIBER MESH CONCRETE CAN BE USED AS AN ALTERNATIVE TO WWF REINFORCEMENT 6"x 6" REINFORCING WIRE MESH OR FIBER REINFORCEMENT (TYP) 4" MIN. CONC. SLAB (3000 PSI) OVER TERMITE TREATED SOIL (2)#5 BAR MIN 3" EMBEDMENT CONT. (TYP) 1-3/4" x 2-3/4"x 6' SHOP WELDED INSERT ALTERNATE LOCATION MAY BE THROUGH THE BASE RAIL 2" MIN. FROM EDGE OF CONC. 2' x 3" SUPPORT COLUMN 4'-0" O.C. MAX (TYP) OPTIONAL SIDING (TYP) 1-3/4" x 2-3/4"x 6' SHOP WELDED INSERT 3"12"12" NOTE: ALL CONNECTIONS IN A 136 MPH WIND ZONE WILL BE WELDED ALL AROUND THE CONNECTION A5 SIMPSON STRONG TIE W/ (6) #12-14x 1-1/4" SDS TP-15 TIE PLATE FASTEN 2"x 3" HEADER 2"x 3" BASE RAIL C SIMPLE JAMB CONNECTION N.T.S. 2"x 3" HSS STEEL JAMB 1-3/4"x 2-3/4"x 12" WELDED INSERT COLUMN 2"x 3" SUPPORT 2'x 3" BASE RAIL SDS (3) #12-14 x 1-1/4" 1/8 HSS 14 GA STEEL TUBING A CONNECTION (INTERIOR PERSPECTIVE) SUPPORT COLUMN TO SIDE BASE RAIL N.T.S. SIMPSON STRONG TIE N.T.S. SIMPLE HEADER CONNECTIONE 2"x 3" SUPPORT COLUMN 2"x 3" HEADER TP-15 TIE PLATE FASTEN W/ (6) #12-14x 1-1/4" SDS SIMPSON STRONG TIE S/H3 (FL10456.10-R3) (4) #12-14x 1-1/4" SDS HURRICANE TIE FASTEN W/ TUBINF CORNER BRACE 2"x 2" 15 GA HSS STEEL 2"x 3" BASE RAIL 2"x 3" SUPPORT COLUMN D CORNER BRACE CONNECTION N.T.S. ANGLE TIE FASTEN W/ (FL10446.10-R4) (4) #12-14x 1-1/4" SDS SIMPSON STRONG TIE L30 2"x 3" TRUSS TOP CHORD 2"x 3" BASE RAIL 2"x 3" SUPPORT COLUMN #12-14x 1-1/0 4" SDS B CONNECTION GABLE COLUMN TO BASE RAIL N.T.S. EXISTING SLAB MAY BE USED ONLY WHEN SLAB IS IN SATISFACTORY 2"x 2"x 20 GA. STEEL ANGLE FASTENED AUGER MUST BE RATED FOR AN ALLOWABLE PULL OUT RESISTANCE OF 500 LBS OR GREATER AUGER SHALL BE UNDER SEPARATE APPROVAL. REFER TO MANUFACTURER'S PUBLISHED DATA OR PRODUCT APPROVAL WEDGE MUST BE RATED FOR AN ALLOWABLE PULL OUT RESISTANCE OF 500 LBS OR GREATER FIRST 10' AWAY FROM FOUNDATION (SECTION R401.3 2023 8TH EDITION FLA. BLDG. CODE) WEDGE SHALL BE UNDER SEPARATE APPROVAL. REFER TO MANUFACTURER'S PUBLISHED DATA OR PRODUCT APPROVAL CONCRETE/DIRECT ANCHORING FOUNDATION AND ANCHORING EXISTING MIN. 4" THICK SLAB 3-1/4" MIN. EMBEDMENT 3-1/4" MIN. EMBEDMENT WASHER ASSEMBLY (TYP) 1/2"x 4" THROUGH BOLT, NUT, AND UNDISTURBED EARTH ASPHALT AND BASE TO CUT AND CORE EXISTING4'-0" O.C. MAX (TYP) 2' x 3" SUPPORT COLUMN NATURAL GROUND EXISTING PAVEMENT OPTIONAL SIDING (TYP) OPTIONAL SIDING (TYP) 4'-0" O.C. MAX (TYP) 2' x 3" SUPPORT COLUMN SDS OR WELDED TO INSIDE FACE TO 2"x 3" BASE RAIL W/ (2) #12-14x 1-1/4" 4'-0" O.C. MAX (TYP) 2' x 3" SUPPORT COLUMN FOUNDATION CONTRACTOR TO PROVIDE FOR MINIMUM SLOPE OF 6" IN THE MUST ACT AS A SINGLE SUPPORTING UNIT. CONDITION; NO CRACKS/FISSURES, MINIMAL SLOPE/UNDULATIONS. SLAB N.T.S. EMBEDMENT SUPPORT COLUMNS MIN. 24" ANCHOR FASTEN WITH 12" OF FLORIDA APPROVED 1/2"x 30" AUGER 12" OF EACH COLUMN 5-1/2 WEDGE ANCHOR (1) WITHIN 2"x 3"x 14 GA BASE RAIL W/ 1/2"x NO FOUNDATION/BARE GROUND N.T.S. RAIL CONNECTION (EXTERIOR PERSPECTIVE) N.T.S. H SUPPORT DOUBLE COLUMN TO SIDE BASE TITLE:SUP108 E.ROM DATE DRAWNSUPERIOR SHEDS, INC..2323 S. VOLUSIA AVE.ORANGE CITY, FL 32763OFFICE: 813.996.7431www.superiorsheds.comJOB SHEET NO. BUILDING DROPS, INC. 1900 NE MIAMI COURT, UNIT 2-15 MIAMI, FL 33132 HERMES F. NORERO, P.E. FLA. P.E. 3 SHOP DRAWING CHECKED FOR STRUCTURAL REQUIREMENTS ONLY.PUBLIC WORKS FACILITY301 MAGUIRE ROADOCOEE, FL 347616" LENGTH 1/4" WELD @ 36" O/C BOTH SIDES DOOR SIDE 3'-0" (TYP.) 2"x 3" SUPPORT DOUBLE COLUMN (2) 1-3/4"x 2-3/4"x 12" WELDED INSERT HSS 14 GA STEEL TUBING 2"x3"x 6" WELDED CROSSBAR 2"x3" BASE RAIL 2"x 3"x9" WELDED TO BASE RAIL 1/8 (3) #12-14 x 1-1/4" SDS ON EACH COLUMN 3'-6"