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Home My WebLink About3065 Mellonville Ave 16-1696; NEW SFH611) COUNTY OF SEMINOLE IMPACT FEE STATEMENT 41 STATEMENT NUMBER: 16100003 DATE: July 13, 2016 BUILDING APPLICATION 4: 16-10000377 BUILDING PERMIT NUMBER: 16-10000377 UNIT ADDRESS: MELLONVILLE AVE. 3065 06-20-31-300-0010-0000 TRAFFIC ZONE;022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: SANFORD AIRPORT AUTHORITY ADDRESS: 1200 RED CLEVELAND BLVD, SANFORD FL 32773 LAND USE: NEW 19167 GSF WH/OFFICE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3065 MELLONVILLE AVE. 19167 GSF WH/ OFFICE FOR HILL DERMACEUTICALS 1-1 ------------------------- 1-1 --------------- FEE BENEFIT RATE UNIT CALC I ---------- UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS I ------------- I --------- 11 ---------------- ------------------- TYPE I ------- ROADS-ARTERIALS CO -WIDE ORD Warehousinq* 358.00 16-045 1000gsft 5,744.11 ROADS -COLLECTORS CO -WIDE ORD Warehousinq* 00 16.045 1000gsft 00ROADS -ARTERIALS CO -WIDE ORD Office < 100K Square Feet 1,545.00 3.122 1000gsft 4,823.49ROADS -COLLECTORS CO -WIDE ORD Office < 100K Square Feet 00 3.122 1000gsft 00FIRERESCUEN/A LIBRARY N/A 00 SCHOOLS N/A 00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 10,567.60 STATEMENT RECEIVED BY: SIGNATUR PLEASE PRINT NAME) DATE-, NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE, DISTRIBUTION: I.-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROADFIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT, PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356, PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF' SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. INSPECTION SEQUENCE BP# 16-1969 ADDRESS: 3065 Mellonville Avenue BUILDING PERMIT Min. Max Inspection Description 10 Footer / Setback Stemwall 10 Slab / Mono Slab 20 Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In 30 Frame 30 Insulation Rough Firewall Screw Pattern 1 40 Drywall / Sheetrock V Lath Inspection Building Ceiling Air Barrier Insulation Roof(Com'i) Building Ceiling Grid Final Roof =, Final Stucco / Siding ` Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence 1000 Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 20 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final Min Max Inspection Description 20 Rough Plumb 10 Plumbing Underground Plumbing 2"d Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough 1000 Plumbing Final l E ANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap 1000 Mechanical Final REVISED: June 2014 0 J" City of Sanford Building and Fire Prevention Product Approval Specification Form Permit #I L - 1 (7 (C It Project Location Address 3065 S MELLONVILLE AVE SANFORD, FL 32773 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Tell Manufacturing, Inc. OS Steel Door FI-17900.1 Sliding Sectional Roll Up Cornell Rolling Door FL17419 Automatic Other US Aluminum Storefront FI-18368.5 2. Windows Single Hung Horizontal Slider Casement Double Hung Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other US Aluminum Storefront FI-18363.2 June 2014 Category / Subcategory Manufacturer Product Florida Approval # Description including decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other Kirby Building Systems Siding FL4837.2 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other Kirby Building Systems Metal Roofing FL4901.1 June 2014 nd Category Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber Railing Cool ers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature .14 Applicant's Name Alan Dean Shoemaker, President Please Print) June 2014 1-4 P E ARN,11 IT -i"P, Florida Building Code, Fifth Edition (2014) - Energy Conservation EnergyGauge Summit& Fla/Com-2015, Effective Date: June 30, 2015 ASHRAE 90.1-2010 - Energy,Cost BudgetOptiop C", Ct Check List Applications for compliance with the Florida Building Code, Energy Conservation shall include: fThis Checklist An Input report generated from the software just after completing compliance calculations without any further changes The full compliance report generated by the software that contains the project summary, complaince summary, certifications and detailed component compliance reports E] Boxes appropriately checked in the Miscellanous report generated by the software at the end of the compliance report EnergyGauge SummitV Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 7/12/2016 Page 1 of 15 PROJECT SUMMARY Short Desc: 16285 Owner: Hill Dermaceuticals Laboratories Address]: Hill Dennaceuticals Laboratories Address2: 2650 South Mellonville Avenue Description: Hill Dertnaceuticals City: State: Zip: Type: Manufacturing Facility Class: Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Conditioned Area: 17585 SF Conditioned & UnConditioned Area: No of Stories: I Area entered from Plans Permit No: 0 Max Tonnage If different, write in: Sanford Florida 32773 New Finished building 17585 SF 18775 SF 10.2 Compliance Summary Component Design Criteria Result Gross Energy Cost (in 5,122.0 9,001.0 PASSED LIGHTING CONTROLS PASSES EXTERNAL LIGHTING No Entry HVAC SYSTEM PASSES PLANT No Entry WATER HEATING SYSTEMS PASSES PIPING SYSTEMS PASSES Met all required compliance from Check List? gNo/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summits Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 7/12/2016 Page 2 of 15 CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: James H. Moss Building Official: I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify (*) that the system design is in compliance with the Florida Energy Efficiency Code Architect: Reg No: Electrical Designer: Reg No: Lighting Designer: Reg No: Mechanical Designer: James H. Moss Reg No: 32018 Plumbing Designer: Reg No: Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans, EnergyGauge Surnnnh@Fla/Com-2O14.TAM 2O14-1.OCompliant Software. Effective Date: June 3O.2O15 Project: 16285 Title: Hill Dermaceuticals Laboratories Type: Manufacturing Facility WFA File: Qrlando.TMY) Building End uses I)Proposed 2) Baseline Total 326.80 574.10 5,122 9, 001 EL.ECTRICITY(MBtulkW 326.80 574.10 hl$) 95736 168236 5,122 9,001 AREA LIGHTS 57.10 141.60 16721 41488 895 2,220 MISC EQUIPMT 102.00 102.00 29892 29892 1,599 1,599 PUMPS & MISC 0.50 0.50 140 158 7 8 SPACE COOL 109.60 132.10 32112 38701 1, 718 2,071 SPACE HEAT 18.60 29.20 5452 8569 292 458 VENT FANS 39.00 168.70 11419 49428 611 2,644 Credits Applied: None PASSES Passing Criteria = 9001 Design (including any credits) = 5122 Passing requires Proposed Building cost to be at most 100% of Baseline cost. This Proposed Building is at 56.9% EnergyGauge Summit® Fla/Gam-2014, TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 7/ 12/2016 Page 4 of 15 External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP I None Project: 16285 Title: Hill Dermaceuticals Laboratories Type: Manufacturing Facility Lighting Controls Compliance Acronym Ashrae Description Area Design Min Compli- 16285-z-3 3 Storage & Warehouse - Bulky 924 2 1 PASSES Active Storage Active Storage Active Storage Active Storage PASSES EnergyGauge Sumnnit0Fla/Com-2O14.TAM 2O14-1.0Compliant Software. Effective Date: June 3U.2O15 7/ 12/2016 Page jof)5 Project: 16285 Title: Hill Dermaceuticals Laboratories Type: Manufacturing Facility WEA File: Orlando.TMY) System Report Compliance ZONE-1 AHU-1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria fiance Cooling System Air Conditioners Air Cooled 57000 13.00 13.00 8.00 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace 25426 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 2000 0.24 0.82 PASSES System -Supply Constant Volume Air Distribution Not in Check list - 2.00 2,00 N/A System (Sup) Compliance Ignored ZONE-3 AHU-3 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr I Component Category Capacity Design Eff Design tPLV Comp- Eff Criteria IPLV Criteria fiance Cooling System Air Conditioners Air Cooled 24500 13.00 13.00 8.00 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace 12286 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 800 0.23 0.82 PASSES System -Supply Constant Volume Air Distribution Not in Check list - 2.00 2.00 N/A System (Sup) Compliance Ignored ZONE-2 AHU-2 Constant Volume Packaged No. of Units Terminal System I Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System PTAC All Capacities 92000 13.00 9.30 PASSES Cooling Mode) Heating System Electric Furnace 38396 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 3000 0.37 0.82 PASSES System -Supply Constant Volume Air Distribution Not in Check list - 2.00 2.00 N/A System (Sup) Compliance Ignored EnergyGauge Summit@ Fla/Com-2014, TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 7/12/2016 Page 6 of 15 ZONE-4 AHU-4 Constant Volume Packaged No. of Units System Component Category Capacity Design Eff Design 1PLV Comp - Cooling System Air Conditioners Air Cooled 122000 13.00 11.20 11.40 11.40 PASSES Cooling Capacity Heating System Electric Furnace 63823 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 4000 0.37 0.82 PASSES System -Supply Constant Volume Air Distribution Not in Check list - 100 2.00 N/A System (SUP) Compliance Ignored ZONE-5 AHU-5 Constant Volume Packaged No. of Units System I Component Category Capacity Design Eff Design 1PLV Comp - Cooling System Air Conditioners Air Cooled 122000 13.00 11.20 11.40 11.40 PASSES Cooling Capacity Heating System Electric Furnace 63823 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 4000 0.37 0,82 PASSES System -Supply Constant Volume Air Distribution Not in Check list - 2.00 2.00 N/A System (Sup) Compliance Ignored ZONE-6 AffU-6 Constant Volume Packaged No. of Units System 1 Component Category Capacity Design Eff Design IPLV Comp - Cooling System Air Conditioners Air Cooled 122000 1100 11.20 11.40 11.40 PASSES Cooling Capacity Heating System Electric Furnace 63823 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 4000 0.37 0.82 PASSES System -Supply Constant Volume Air Distribution Not in Check list - 2,00 2.00 N/A System (Sup) Compliance Ignored PASSES EnergyGauge 8urnmnit@Fla/C0n+2U14.TAM 2014-1.OCompliant Software, Effective Date: June 3O.2O15 Plant Compliance Description Installed Size Design Min Design Min Category Comp None Project: 16285 Title: Hill Dermaceuticals Laboratories Type: Manufacturing Facility Water Heater Compliance Description Type Category Design Min Design Max Comp Water Heater I Electric water heater <= 12 [kW] 92.00 0.92 PASSES Project: 16285 Title: Hill Dermaccuticals Laboratories Type: Manufacturing Facility Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance Domestic and Service Hot Water O50 True 105.00 0.28 1.00 0.50 PASSES Systems PASSES EnergyGauge 8unnmitVFla/Conn-2O14.TAM 3O14-1.DCompliant Software. Effective Date: June 3O.2O15 7/ 12/2016 Page 8ofl5 Mandatory Requirements (as applicable) Mandatory requirements compiled by US Department of Energy and Pacific Northwest National Laboratory. Adopted with permission Topic Section Component Description Yes N/A Ex Fenestration Insulation Insulation Wattage Wattage Controls HVAC 5.8.23,5,5.3.6 Envelope LI-factor of opaque doors associated with the 0 11 building thermal envelope meets requirements, 6.4.4.1.5 Envelope Bottom surface of floor structures incorporating radiant heating insulated to -R-3,5. 5.5.3,1.1 Envelope High-albedo roofs satisfy one of the following: 0", 1:1 Solar reflectance — 0,55 and thermal emittance 0.75, Solar reflectance index — 64.0, or increased insulation (assembly — U-0.03 or R-33.0 insulation). 9.4.3 Exterior Lighting Exterior grounds lighting over 100 W provides >60 Im/W unless on motion sensor or fixture is exempt 9,4,2 Interior Lighting from scope of code or from external LPD. Exit signs do not exceed 5 watts per face, rM n i II&T-K SYSTEM SPECIFIC 6.5.1.4 SYSTEM SPECIFIC 6,52.21 SYSTEM SPECIFIC 6.5.2.2.3 SYSTEM SPECIFIC 6,5.2.4 SYSTEM SPECIFIC 6.5,311 SYSTEM SPECIFIC 6.53.1.2 SYSTEM SPECIFIC 7.4.2 SYSTEM SPECIFIC 7,5,2 Air Leakage 5.4.14 Insulation 5.81,73 Mechanical Elevators are designed with the proper lighting, ventilation power, and standby mode. Mechanical Exhaust air energy recovery on systems meeting Table 6.5.6.1, Mechanical Economizer operation will not increase heating 0 d energy use during normal operation. Mechanical Three -pipe hydronic systems using a common return for hot and chilled water are not used. Mechanical Hydronic heat pump systems connected to a 1:1 Z) 0 common water loop meet heat rejection and heat addition requirements. Mechanical Water economizer specified on hydronic cooling and humidification systems designed to maintain inside humidity at >35 OF dewpoint if an economizer is required. Mechanical HVAC fan systems at design conditions do not 0 exceed allowable fan system motor nameplate hp Mechanical or fan system bhp. HVAC fan motors not larger than allowable limits, Mechanical Service water heating equipment meets efficiency requirements. Mechanical Service water heating equipment used for space aj heating complies with the service water heating equipment requirements. Envelope Envelope Plan Review 4.2,2,5A.3.11,5.7 Envelope Vestibules are installed where building entrances separate conditioned space from the exterior, and meet exterior envelope requirements. Doors have self -closing devices, and are -7 ft apart. Insulation in contact with the ground has —0.3% 0 water absorption rate per ASTM C272. Plans and/or specifications provide all information with which compliance can be determined for the building envelope and document where exceptions to the standard are claimed. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 7/12/2016 Page 9 of 15 Plan Review MVAC HVAC HVAC HVAC MVAC Other Equipment Plan Review 9.7 Exterior Lighting Plans, specifications, and/or calculations provide ail information with which compliance can he determined for the exterior lighting and electrical systems and equipment and document where exceptions tuthe standard are claimed. Information provided should include exterior lighting power calculations, wattage oYbulbs and ballasts, transformers and control devices. 9.4. 3 Exterior Lighting Exterior lighting power |nconsistent with what ia shown nothe approved lighting plans, demonstrating proposed wafts are less than or equal mallowed watts. 2. 2.9*4.97 Interior Lighting Plans, specifications, and/or calculations provide all information with which compliance can be determined for the interior lighting and electrical systems and equipment and document where exceptions tothe standard are claimed. Information provided should include interior lighting power calculations, nfbulbs and ballasts, transformers and control devices. 6.4. 3.4A Mechanical Ventilation fans > V75xphave automatic controls hoshut off fan when not required. 6.4. 3,9 Mechanical Demand control ventilation provided for spaces 50U82and ^4Omyop/a/1VO0ft2 occupant density and served bysystems with air side economizer, auto modulating outside air damper control, ordesign airflow '3.OUUcfm 8,*.*-14 Mechanical Thermally ineffective panel surfaces nysensible heating panels have insulation '= R'3.5, 6.5.2,3 Mechanical Dehumidification controls provided toprevent reheating, re000|ing. mixing nfhot and cold airstreams nrconcurrent heating and cooling o( the same airstream, 6.5.4,1 Mechanical M\ACpumping systems "10hpdesigned for variable fluid flow. 6. 571.1 Mmoxenioe| Kitchen hoods >5.OVOohnhave make upair 50% of exhaust air volume, 6, 5.7.2 Mechanical Fume hoods exhaust systems *=15.OVVohnhave VwVhood exhaust and supply systems, direct make-up air nrheat recovery. 5.8.1 Mechanical Unenu|osedspaces that are heated use only radiant heat. 6A.3,12 Mechanical Setback controls allow automatic restart and temporary operation aurequired for maintenance. 10.4,1 Mechanical Electric motors meet requirements where applicable. 4,2.2,6.4. 4Z1,6,7.2 Mechanical Plans, specifications, and/or calculations provide 42 2,T7,1. 10. 42 all information with which compliance can be determined for the mechanical systems and equipment and document where exceptions onthe standard are claimed. Load calculations per acceptable engineering standards and handbooks. Mechanical Plans, specifications, and/ or calculations provide all information with which compliance can bm determined for the service water heating systems and equipment and document where exceptions onthe standard are claimed. Hot water system sized per manufacturer's sizing guide. Mechanical Detailed instructions for HVACsystems commissioning included onthe plans nr specifications for projects -50.000MZ Mechanical Single zone MVACsystems with fan motors - 5 hphave variable airflow controls. Air conditioning equipment with acooling capacity == 110.00O gtu/hhas variable airflow controls. EnergyGauge Surnnnit@FlaKCom-2O14.TAM 2O14-1.OCompliant Software. Effective Date June 30.2015 SYSTEM —SPECIFIC 6.5.1,6.5.1.1,6.5.1.3 Mechanical Air economizers provided where required, meet 0 1:1 11 the requirements for design capacity, control signal, ventilation controls, high -limit shut-off, integrated economizer control, and provide a means to relieve excess outside air during operation. SYSTEMSPECIFIC6.5.1,6,5.1.2,6.5,1.3 Mechanical Water economizers provided where required, meet the requirements for design capacity, maximum pressure drop and integrated economizer control. SYSTEM — SPECIFIC 6.5.3.2.1 Mechanical VAV fan motors -10 hp to be driven by variable speed drive, have a vane -axial fan with variable pitch blades, or have controls to limit fan motor demand. SYSTEM — SPECIFIC 6.53,23 Mechanical Reset static pressure setpoint for DDC controlled 0 1:1 11 VAV boxes reporting to central controller based on the zones requiring the most pressure. SYSTEM — SPECIFIC 6.5,3.3 Mechanical Multiple zone VAV systems with DIDC of individual 01113 zone boxes have static pressure setpoint reset controls. SYSTEM_ SPECIFIC 6-53A Mechanical Multiple zone HVAC systems have supply air 1:1 0 temperature reset controls. SYSTEM — SPECIFIC 6.5*2 Mechanical Reduce flow in pumping systems >10 hp. to 1:1 multiple chillers or boilers when others are shut down. SYSTEM — SPECIFIC 6,5.4.3 Mechanical Temperature reset by representative building loads in pumping systems >1 0 hp for chiller and boiler systems >300,000 Btu/h. SYSTEM — SPECIFIC 6.5AA.1 Mechanical Two -position automatic valve interlocked to shut 1:1 0 0 off water flow when hydronic heat pump with pumping system > 10 hp is off. SYSTEM — SPECIFIC 6.5A.42 Mechanical Hydronic heat pumps and water-cooled unitary air conditioners with pump systems >5 hp have controls or devices to reduce pump motor demand. SYSTEMSPECIFIC6, 5.5.2 Mechanical Fan systems with motors —7.5 hp associated with heat rejection equipment to have capability to operate at 2/3 of full -speed and auto speed controls to control the leaving fluid temperature or condensing temp/ pressure of heat rejection device. SYSTEM — SPECIFIC 6.5.6.2 Mechanical Condenser heat recovery system that can heat water to 85 OF or provide 60% of peak heat rejection is installed for preheating of service hot water in 24/7 facility, water cooled systems reject 6 MMBtu, SHW load -1 MMBtu. SYSTEMSPECIFIC6,5712 Mechanical Conditioned supply air to space with a kitchen hood shall not exceed the greater of a) supply flow required to meet space heating or cooling, or b) hood exhaust flow minus the available air transfer from available spaces. SYSTEM —SPECIFIC 6. 5.7.1.3 Mechanical Kitchen hoods with a total exhaust airflow rate 0 1:1 1:1 5000 cfm meet replacement air, ventilation system, or energy recovery requirements shown in Table 6. 5.7.1.3, SYSTEM —SPECIFIC 6. 5.7,1A Mechanical Kitchen hoods with a total exhaust airflow rate 0011 5000 cfm meet replacement air, ventilation system, or energy recovery requirements. SYSTEM —SPECIFIC 6. 5.9 Mechanical Hot gas bypass limited to: 13 0 0 240 kBtu/h — 50% 240 kBtu/h — 25% SYSTEM —SPECIFIC 7. 5.1 Mechanical Combined space and water heating system not 000 allowed unless standby loss less than calculated maximum. AHJ has approved or combined connected load <150 kBtulh, SYSTEM SPECIFIC 6. 4,3,1,1 Mechanical Heating and cooling to each zone is controlled by 0 0 0 a thermostat control. SYSTEM —SPECIFIC 6. 4.3.3.3 Mechanical Systems with air capacity >10,000 cfm include 1:1 optimum start controls. SYSTEM —SPECIFIC 6, 43.5 Mechanical Heat pump controls prevent supplemental electric 11 resistance heat from coming on when not needed. EnergyGauge Summit@ Fla/ Com-2014. TAM 2014-1.0 Compliant Software. Effective Date.. June 30, 2015 7/12/2016 Page 11 of 15 Public lavatory faucet water temperature ^=11V~F. 7 3 Mechanical Controls 8.4.2 Project At leasta0% of all125 volt 15- am20-Amp receptacles are controlled hyanautomatic control device. Plan P|onRevimw 422.8.11.8.4.1.2 Project Plans, specifications, and/or calculations provide all information with which compliance can be determined for fortheelectrical systems and equipment and document where exceptions are claimed, Feeder connectors sized inaccordance with approved plans and branch circuits sized for maximum drop of3Y6, Air Leakage 5 3.1 Envelope Continuous air barrier is wrapped, owalmd caulked, gasketed, and/or taped in an approved manner, except in serniheated spaces and in climate zones 1-6, Air Leakage 5,4.12 Envelope Factory -built fenestration and doors are labeled aameeting air leakage requirements. AirLeakage 5, 4.3,1 Envelope All sources ofair leakage inthe building thermal ri envelope are sealed, caulked, gasketed.weather stripped o,wrapped with moisture vapor -permeable wrapping material mminimize air leakage. Fenestration 82, 11 Envelope Fenestration products rated maccordance with 1 1 mrRC, Fonmueo|on 8.2. 2 Envelope Fenestration products are certified as to 1 pedonnennmlabels uroa uu spmxided, Insulation 5.81.2 Envelope Below -grade wall insulation installed per 0 11 11 manufacturers instructions. Insulation 5.8, 1.2 Envelope Slab edge insulation installed per manufacturers instructions.-- Insulation 5 531 Envelope Roof R+e|ua.For some ceiling systems, K—U ver o|unmay need moccur dmingFraming Inspection. naw|otivn 5.8.1, 2. 5,8,1.3 Envelope Roof insulation installed per manufacturer's instructions. Blown orpoured |noue-fi||insulation ioinstalled only where the roof slope is - 3in12 nuu|ou|nn 5.531 Envelope Skylight curbs are insulated tnthe level nfroofs N wdinuu|ionubovedeckorR'5. Insulation 5,812 Envelope Above - gradewall insulation installed per K:1 manufacturer's instructions, mev|mt|on 5.8.1, 2 Envelope Floor insulation installed per manufacturer's instructions, inau|ovoo 81.1 Envelope Building envelope insulation iolabeled with R-va|vaorinsulation certificate providing R'vm|ue and other relevant data, msWwuiun 5.8.1A Envelope Eaves are baffled todeflect air ooabove the insulation.-- Insulation 5.8,1.5 Envelope Insulation iminstalled insubstantial contact with 1 the ios asur neeepa,oVnguongmunedspace from unconditional space. Insulation 5V1.5 Envelope Recessed equipment installed inbuilding envelope mooembUeodoes omcompress the adjacent insulation. Insulation 5.813 Envelope Exterior insulation ioprotected from damage with oprotective material. Verification for exposed noondmuiuninsu|euinnmayneeg»pocnmdvhng Foundation Inspection, Insulation 5.8,171 Envelope Attics and mechanical rooms have insulation pmte edwhoea ocont000|uurequipment access. nau| uVvo 5 8.1.72 Envelope Foundation vents dnnot interfere with insulation. 0 0 0 EnergyGauge Sunlmit@)Fla/Com-2O14.TAM 2O14-1.OCompliant Software, Effective Date: June 3O.2O15 Insulation 5.81,8 Envelope Insulation intended to meet the roof insulation 11 El 0 requirements cannot be installed on top of a suspended ceiling, Mark this requirement compliant if insulation is installed accordingly. Controls 9,4.1.7 Exterior Lighting Automatic lighting controls for exterior lighting Controls 9,411 Interior Lighting Automatic controls to shut off all building lighting installed in buildings >5,000 U Controls 9.41 2 Interior Lighting Independent lighting controls installed per approved lighting plans and all manual controls readily accessible and visible to occupants. Controls 9,41 3 Interior Lighting Parking garage lighting is equipped with required lighting controls and daylight transition zone Controls 9A.1 A Interior Lighting Primary sidelighted areas —250 ft2 are equipped 11 0 E] with required lighting controls, Controls 9A.1.5 Interior Lighting Enclosed spaces with daylight area under 0 0 1:1 skylights and rooftop monitors >900 ft2 are equipped with required lighting controls. Controls 9,41.6 Interior Lighting Separate lighting control devices for specific uses installed per approved lighting plans. Wattage 9,6.2 Interior Lighting Additional interior lighting power allowed for special functions per the approved lighting plans and is automatically controlled and separated from general lighting, Wattage 9,6.3 Interior Lighting Where space LPD requirements are adjusted 0 0 based on room cavity ratios, dimensions are consistent with approved plans. Wattage 9.22.3 Interior Lighting Interior installed lamp and fixture lighting power is 0 0 consistent with what is shown on the approved lighting plans, demonstrating proposed wafts are less than or equal to allowed wafts. HVAC 6.43.8 Mechanical Freeze protection and snow/ice melting system sensors for future connection to controls. HVAC 6AAA,6.41.5 Mechanical HVAC equipment efficiency verified. Non-NAECA HVAC 6A.14.1 Mechanical Stair and elevator shaft vents have motorized 11 1:1 0 dampers that automatically close. HVAC 6.43*2,6.4,14.3 Mechanical Outdoor air and exhaust systems have motorized dampers that automatically shut when not in use and meet maximum leakage rates. Check gravity dampers where allowed. HVAC 6A,3.4.5 Mechanical Enclosed parking garage ventilation has 11 0 1:1 automatic contaminant detection and capacity to stage or modulate fans to 50% or less of design HVAC 6AAA 1 Mechanical Insulation exposed to weather protected from 1:3 0 1:1 damage. Insulation outside of the conditioned space and associated with cooling systems is vapor retardant. HVAC 6.4,412 Mechanical HVAC ducts and plenums insulated, Where ducts 11 11 0 or plenums are installed in or under a slab, verification may need to occur during Foundation HVAC 6.4.4 1, 3 Mechanical HVAC piping insulation thickness. Where piping 1:1 0 0 is installed in or under a slab, verification may need to occur during Foundation Inspection, HVAC 6.4.4Z1 Mechanical Ducts and plenums sealed based on static pressure and location. HVAC 65.7.1.5 Mechanical Approved field test used to evaluate design air flow rates and demonstrate proper capture and containment of kitchen exhaust systems, HVAC 6,4.3 1. 2 Mechanical Thermostatic controls have a 5 'F deadband. HVAC 432 Mechanical Temperature controls have setpoint overlap El 0 0 HVAC 6.4,33.1 Mechanical HVAC systems equipped with at least one 1:1 0 automatic shutdown control. EnergyGauge Gunnrnit@Fla/Com-2O14TAM 2O14-1.OCompliant Software. Effective Date: June 3O.2O15 7/12/2016 Page |3of\5 HVAC 6.4.17 Mechanical When humidification and dehumidification are 1:1 11 13 provided to a zone, simultaneous operation is prohibited. SYSTEM —SPECIFIC 7AAA Mechanical Temperature controls installed on service water 0 1:1 El heating systems (<=120°F to maximum temperature for intended use). SYSTEM —SPECIFIC 74.4.2 Mechanical Automatic time switches installed to automatically 1:1 E] 0 switch off the recirculating hot-water system or heat trace. SYSTEM —SPECIFIC 7A,6 Mechanical Heat traps installed on non -circulating storage 11011 water tanks. SYSTEM —SPECIFIC 6,4.1.5.2 Mechanical PTAC and PTHP with sleeves 16 in. by 42 in. 11 0 0 labeled for replacement only. SYSTEM —SPECIFIC 6A.4,22 Mechanical Ductwork operating >3 in, water column requires air leakage testing. SYSTEM —SPECIFIC 6,5.2,1 Mechanical Zone controls can limit simultaneous heating and 11 11 E] cooling and sequence heating and cooling to each zone. SYSTEM —SPECIFIC 6,5222 Mechanical Two -pipe hydronic systems using a common distribution system have controls to allow a deadband >= 15 OF, allow operation in one mode for at least 4 hrs before changeover, and have rest controls to limit heating and cooling supply temperature to -30 OF. SYSTEM —SPECIFIC 6.5,3,2.2 Mechanical VAV fans have static pressure sensors positioned so setpoint -113 total design pressure. SYSTEM —SPECIFIC 7AAA Mechanical Controls are installed that limit the operation of a recirculation pump installed to maintain temperature of a storage tank. SYSTEM —SPECIFIC 7.4.5,1 Mechanical Pool heaters are equipped with on/off switch and no continuously burning pilot light. SYSTEM —SPECIFIC 7.4,5.2 Mechanical Pool covers are provided for heated pools and 1:1 El 0 pools heated to >90*F have a cover -R-12. SYSTEM_SPECIFIC 7A5,3 Mechanical Time switches are installed on all pool heaters and pumps. SYSTEM — SPECIFIC 7A.3 Mechanical All piping in circulating system insulated SYSTEM — SPECIFIC 7A.3 Mechanical First 8 ft of outlet piping is insulated 0 11 11 SYSTEM — SPECIFIC 7.4.3 Mechanical All heat traced or externally heated piping 11 11 0 insulated ou Post Construction systems within 30 days of system acceptance. Post Construction 8.7.2 Interior Lighting Furnished O&M instructions for systems and equipment to the building owner or designated representative. HVAC 6.7.2.4 Mechanical HVAC control systems have been tested to 11 0 0 ensure proper operation, calibration and adjustment of controls, Post Construction 6,7.2.1 Mechanical Furnished HVAC as -built drawings submitted 1100 within 90 days of system acceptance, Post Construction 6322 Mechanical Furnished O&M manuals for HVAC systems 1:1 0 11 within 90 days of system acceptance, Post Construction 6,7,2.3 Mechanical An air and/or hydronic system balancing report is 1:3 1:1 El provided for HVAC systems serving zones >5,000 ft2 of conditioned area, EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 7/ 12/2016 Page 14 of 15 EnergyGauge Sumn`it0Fla/Con+2O14.TAM 2014~1.0Cnnlo|iant Software. Effective Date: June 3U.2O15 7/12/2016 Page |5of|5 kn 00 V) 4w opm co as co cz 4w ci 41 CD 0 0 C> z z z z' z O z z Q a zC-) O. 0 0 0 0 0 00 00 00 vti oc 00 00 u PIP 0 El 0 0 0 0 0 0 0 Cz t C> 0O'T 0 o 0 CN 0 ob can Pi cX V) Ln ry) rst V) M cis IM 0 zl aS 0 0 0 0 O 40 CL Ow en A 00el ot to 4'', A M A to Ott 4n to 00 00 00 00 i 00 00 i 00 00 00 C14 N rq N N R Ire 0 C) cis 00 00 0 00 0 00 0 0 00 00 00 00 00 0000 00 00 w 00 C O C? C O CJ 0 0 0 0 0 0 0 CD0 C) 0rq 0 s 0 0 z ri Cli C> C 00 c? M000000041014 r N 6 6 C IA 7 7 m 4 C, 75 v 00 0 0 0 0 00 u CIO Z7 C 7 ON 7Q0 C) O CD m In In ri IT IT 00 oC> I;n 4n V) 01) AO 0 0 0 0 0 0 0 0 0 0 tjca 0 cz 0 co E CA < V, u c 4 0 Rn 00 o V% go 0004 00ei 00 o A IN 11 o f4 26 In 40m u L. tj W z z z z z z C) C) 4A rA 1-4 m a o D <= C;l C CC w 00 co 00 00Cq z C> 4. C O C C 0 0 0 CD 0 CD rq N IA ce 0 0 z 7c 7; z z 0 0 0 Qa N00 z lz z 00 00 C) 0z 4A 004 Go00Qc (X 00 IT In Zone: 16285-Z-6 I ZONE-6-ROOF Construct 1061 61.24 61.24 1 3750.0 0.00 0.0333 0.28 3.94 30,0 Skylights No Description Type U SHGC Vis.Trans W H (Effec) Multiplier Area Total Area jBtu/hr sf F1 ft] IN sf] [sf] In Zone: In Roof: El Floors No Description Type Width H(Effec) Multi Area Cond. Heat Cap. Dens. R-Value ft] plier lsfl [Btu/hr. st F1 [Btu/sL F] jib/cfl h.sLF/Btu] In Zone: 16285-Z- I I ZONE -]-FLOOR 1 11, soil, concrete 43.19 43.19 1 1865,0 0.2681 34.00 113.33 3.73 F-1 floor, carpet and rubber pad In Zone: 16285-Z-2 I ZONE-2 FLOOR I ft. soil, concrete 57.25 57.25 1 3277.0 0.2681 34.00 113.33 3.73 F-1 floor, carpet and rubber pad In Zone: 16285-Z-3 I ZONE-3-FLOOR I ft. soil, concrete 30.40 30.40 1 924.0 0.2681 34.00 113.33 3.73 floor, carpet and rubber pad In Zone: 16285-Z-4 I ZONE-4-FLOOR I ft. soil, concrete 63.26 63.26 1 4002.0 0.2681 34.00 113.33 3.73 floor, carpet and rubber pad In Zone: 16285-Z-5 ZONE-5-FLOOR I ft. soil, concrete 61.38 61.38 1 3767,0 0.2681 34.00 113.33 3.73 floor, carpet and rubber pad In Zone: 16285-Z-6 7/12/2016 EnergyGauge Summit® v5.20 I ZONE-6-FLOOR I ft. soil, concrete 61.24 61.24 1 3750.0 0.2681 34.00 113.33 3.73 floor, carpet and rubber pad Systems ZONE-1 AHU-1 Constant Volume Air Cooled Split No. Of Units I System < 65000 Btu/hr Component Category Capacity Efficiency IPLV I Cooling System 57000.00 13.00 8.00 E-1 2 Heating System 25426.00 1.00 M 3 Air Handling System -Supply 2000,00 0.24 4 Air Distribution System (Sup) 2.00 ZONE-3 AHU-3 Constant Volume Air Cooled Split No. Of Units 1 System < 65000 Btu/hr Component Category Capacity Efficiency IPLV I Cooling System 24500.00 13.00 8.00 2 Heating System 12286.00 1.00 3 Air Handling System -Supply 800.00 0.23 E-1 4 Air Distribution System (Sup) 2.00 ZONE-2 AHU-2 Constant Volume Packaged Terminal No. Of Units 1 System Component Category Capacity Efficiency IPLV I Cooling System 92000,00 13.00 2 Heating System 38396.00 1.00 3 Air Handling System -Supply 3000.00 0.37 4 Air Distribution System (Sup) 2.00 7/12/2016 EnergyGauge Summit@ v5.20 ZONE-4 AHU-4 Constant Volume Packaged System No. Of Units 1 Component Category Capacity Efficiency IPLv I 2 3 4 Cooling System Heating System Air Handling System -Supply Air Distribution System (Sup) 122000.00 13.00 11.40 63823.00 1.00 4000.00 0.37 2.00 El F-I ZONE-5 AHU-5 Constant Volume Packaged System No. Of Units I Component Category Capacity Efficiency IPLv I 2 3 4 Cooling System Heating System Air Handling System -Supply Air Distribution System (Sup) 122000.00 13.00 11.40 63823.00 1.00 4000.00 0.37 2.00 Cj ZONE-6 AHU-6 Constant Volume Packaged System No. Of Units 1 Component Category Capacity Efficiency tpLv I 2 3 4 Cooling System Heating System Air Handling System -Supply Air Distribution System (Sup) 122000.00 13.00 11.40 63823,00 1.00 4000.00 0.37 2.00 Plant Equipment Category size Inst.No Eff. WLV LI Water Heaters W-Heater Description Capacit3Cap.Unit UP Rt. Efficiency Loss 7/12/2016 EnergyGauge Summit* v5.20 11 1 Electric water heater 40 [Gal] 4 [kW] 92.0000 [Efl [Btu/h] Ext-Lighting Description Category No. of Watts per Area/Len/No. of units Luminaires Luminaire Isf/fVNol Control Type Wattage 1WI 1 0-11 Piping No Type Operating Insulation Temperature Conductivity IF] I Btu-in/h.sf.FI Nomonal pipe Diameter tin] Insulation Thickness tint Is Runout? I Domestic and Service Hot Water Systems 105.00 0.28 0.50 1.00 Yes ail Fenestration Used Name Glass Type No. of Glass SHGC VLT Panes Conductance IBtu/h.sf,FI ASHULSgICIrAll User Defined 1 1.2500 0,8200 0.7600 El Fnn ASHULDb1TntW User Defined 2 0.6000 0.4200 0.3900 d-Vy-Fg frm Materials Used Mat No Acronym Description Only R-Value RValue Thickness Conductivity Density SpecificHeat Used Ih.sf.F/BtuI IN lBtufh.ft.Fl jib/cfl IBtu/lb.FI 264 MatI264 ALUMINUM, 1/16 IN No 0,0002 0.0050 26.0000 480.00 0.1000 Li 7/12/2016 EnergyGauge Summit@ v5.20 8 178 Mat1178 CARPET W/RUBBER PAD Yes 1.2300 265 MatI265 Soil, I ft No 2.0000 1.0000 0.5000 100.00 0.2000 48 Mat148 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 23 MatI23 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 94 Matl94 BUILT-UP ROOFING, 3/81N No 0.3366 0.0313 0.0930 70.00 0,3500 404 Matl404 R- I I Generic Insulation No 11.0000 0.2401 0.0218 0.30 0.2000 407 Mat1407 R-19 Generic Insulation No 19.0000 0.4147 0.0218 0.30 0.2000 Constructs Used Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sLFI Btu/sLF] fib/cf] jh.sff/BtuJ 1056 Mtl Bldg Roof/R-19 Batt No No 0.05 1.34 9.49 20.3 Layer Material Material Thickness Framing No. IN Factor 1 94 BUILT-UP ROOFING, 3/81N 0.0313 0.000 2 23 6 in. Insulation 0.5000 0.000 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct lBtu/h.sf.Fl Btu/sLF] fib/cfl h.sf.F/Btu] 1057 1 ft. soil, concrete floor, carpet and rubber pad No No 0.27 34.00 113.33 3.7 Layer Material Material Thickness Framing No. IN Factor 1 265 Soil, I ft 1.0000 0.000 2 48 6 in. Heavyweight concrete 0.5000 0.000 3 178 CARPET W/RUBBER PAD 0.000 7/12/2016 EnergyGauge Summit@ v5.20 9 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct lBtu/h.sLFI Btu/sLFI jib/cfl jh.sff/BtuJ 1060 Construct 1060 No Yes 0.09 11.1 Layer Material Material Thickness Framing No. IN Factor 1 4 Steel siding 0.0050 0.000 2 404 R- I I Generic Insulation 0.2401 0.000 3 57 3/4 in. Plaster or gypsum 0.0625 0.000 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct lBtu/h.sLFI Btu/sEF] jib/cfl h.sLF/Btuj 1061 Construct 1061 No No 0.03 0.28 3.94 30.0 Layer Material Material Thickness Framing No. IN Factor 1 264 ALUMINUM, 1/16 IN 0.0050 0.000 2 407 R- 19 Generic Insulation 0.4147 0.000 3 404 R- I I Generic Insulation 0.2401 0.000 7/12/2016 EncrgyGauge SummitO v5.20 10 UJ DOORS ARE RATED FOR IMPACT, INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA DOES NOT REQUIRE THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. TELSTAR/TIOGA/SPARTAN" OUTSWING STEEL DOORS APPROVAL APPLIES TO SINGLE (X) LEAF DOORS WITHOUT SIDELITES. DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1710.8.2. 2 FRAME WIDTH 21„ 361" 21„ 8DOOROPNG. WIDTH 24 3 3 11 3 F O.C. MA 353" SASH WIDTH c 3 ti Q Nco 00 T 1 3" 18" 3" MAX, MAX. I TELSTAR OUTSWING SINGLE STEEL DOORS ( X ) Pd = +50.0 PSF (EXTERIOR) 50.0 PSF (INTERIOR) NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. A- THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 8- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. C- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, D- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. E- THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. I— o LJ S ulQ Cl E 1 FL #17900 f/J, jaCENSc® h 0 OF q IYAL Z m > 0z T F 0 a- Q tV r O 0 i 0 J Ir D 08 5 Dl 0 ui m 00- T10 0o00 0QL0 LL N O Q Zvi 0 I o, LO z 1 Ln to k crc o z_ I^J J 0: I— L 1 I-- W _ v 0 o U ¢ LL_ I:- c 0 a z a c a Q Q I o ` t>;a a Z « w i1 I CO Lj U drawing no. 15- 35L sheet 1 of cd c `r w 0) w rn za - a 0 r 0 0 3" MAX, 54pU> " FRAME WIDTH 277„ }- 4981„ 1 DOOR OPNG. WIDTH 4742 SASH WIDTH 2" MAX, W 1 S., 6„ MAX. MAX. TIOGA/SPARTAN" OUTSWING SINGLE STEEL DOORS ( X ) Pd = +75.0 PSF (EXTERIOR) 75.0 PSF (INTERIOR) 52 4" FRAME WIDTH 2 }-- 48$„ I DOOR OPNG. WIDTH N 473" SASH WIDTH S££ SHEET 9 OF 9 FOR ANCHORS OPT*NS AT EACH JAYS t- 0 w Q w 00 = U rn w rn Za 0 rn ato a 0 d / N < 2" I i 1 S,. S„ MAX. MAX. 0 Qo TIOGA f SPARTAN" OUTSWING SINGLE STEEL DOORS ( X ) Pd = +50.0 PSF (EXTERIOR) 50.0 PSF (INTERIOR) rn t0 N 1 N toN T- FL #17900 Z,) S OF Fz0f;69p, . J J Z> O z I— 2 C4W (0 a N O o w O1 m W N, W X Cc LL O Uo aix>M o O 0. H 000 Q 4 W U. W {jj O J Z 04 WQW 'H 1- J O) V Ln W z 0 o zo , N J w F- - j v O O Q w LL_ > a 0 a Z Q c Q C) ao' O a J W Q 4 J L.Li Z J J 1— 00 a o iri c v o fl J T L1 d Y drawing no. 15-35L sheet 2 of 9 SECTION A —A SECTION B-[ MASONRY FRAME OVERALL WIDTH SECTION C-C SECTION D-D TYPICAL ANCHORS AT HEAD/JAMB/SILL: INTO 28, WOOD 8uCx5 OR WOOD STRUCTURES 1-1/2^ w/m. PENETRATION INTO WOOD ru=oa xo' rv~100 xSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES DIRECTLY INTO ,c'=3000 PS/ CONCRETE, )^ w)w. EDGE D|3J. 1' w/w EMBED INTO CONCRETE (HEAD/JAMBS/SILL) F"~/rr ma' rr~155 xs0 INTO 2B, WOOD 8uCu3 OR w00D STRUCTURES 1-1/2^ MIN. PENETRATION INTO w00D DIRECTLY INTO rc'=3000 P3| CONCRETE, 1^ w|w. EDGE 0ST. D|nEC7cr INTO /c'=2000 P5/ MASONRY B4]Cx' l^ w/w EDGE 0Sr. 1-3/8^ MIN. EMBED INTO CONCRETE (HEAD/JAMBS/SILL) 1/4^ wm EMBED INTO GROUT FILLED BLOCK (JAMBS) TELSTAR SERIES SINGLE STEEL DOOR SYSTEM N0DD SUBSTRATE FL #17900 U-0 drawing no. 15_35[ DR 3068 PRO DB RHR vl/ 10" x 10" ov ITEM No. PART NUMBER j DESCRIPTION MATERIAL QTY. 011 VMD20102 DHM 3068 20CA 161 OB 1 02 MMD30302 TELSTAR DOOR FRAME HEADER/IAMBS 2.76" x 4.75" x 0.054" THK. 16GA GALVANNEAL STEEL 1 07 MMD10202 THRESHOLD 0.53" x 4.80" x 0,152" THK. 36" TP 6063-T5 ALUMINUM 1 04 MMD40 103 FLASHING STRIP 36" TP 1 05 HG100034 HINGE 4-1/2" x 4-1/2" GALVANNEAL STEEL 3 06 MMD10203 DOOR SWEEP 0.61" x 1.35" x 0.083" THK, TP 35,75" 6063-T6 ALUMINUM I 07 MD100120 WEATHER STRIP LPI 153 (16') GALVANNEAL STEEL 2 08 8300 SERIES HEAVY DUTY COMMERCIAL GRADE 1 RIM PANIC W/ KEYED ESCUTCHEON TRIM STAINLESS STEEL 1 09 KEYED LOCK I MSD10006 MSD I G1033 2 PART ADHESIVE, REZ-CURE E0882 BY INNOVATIVE RASIN SYSTEM, INC. EPDXY BASIN 2 012 STRIKE PLATE 1 013 MSD41065 BOTTOM DOOR SKIN 0.40" x 1.72" x .034" THK. GALVANNEAL STEEL 014 MSD41065 TOP DOOR SKIN 0.18" x 0.24" x .035" THK. GALVANNEAL STEEL 015 MMD 102,05 TOP CAP 0,70" x 1,54" x .038" THK. GALVANNEAL STEEL 016El MSDI-0223 DOOR CHANNEL 0,80" x 1,67" x .053" THK. ANNEAL STEEL 0' l7 MMD100- 43 DOOR CLOSER REINFORCEMENT 7,00" x 19,50" x 0.070" THK. (15GA) STEEL SHEET GALVANNEAL ST EEL 2 018 MSD 10005 IFOAM CCh'E 44.00" x 91.00" x 1.688" THK. - 0,733 LB/FT3 DENSITY POLYSTYRENE FOAM, I 019 MSD10027 WHINGE REINFORCEMENT 1.25" x 10.00" x 0.180" THK, COLD ROLLED STEEL 020 MSDI0091 i CYLINDRICAL LOCK REINFORCEMENT 1.65" x 6,69" x 3.80" x 0,054" THK. COLD ROLLED STEEL 2 2 DUST COVER 0.61" x 1.35"x 0.083" THK. 606 -T6 ALUMINUM 0 22 8 x 3/4" PHILLIPS WAFER PAN HEAD SELF DRILLING SCREWS STEEL 8 3 3/16"0 ITW BUILDER TAPCON OR ELCO ULTRACON ANCHORS STEEL 23 TELSTAR SERIES SINGLE STEEL DOOR SYSTEM FL #17900 AN, No. 70M it 0 P40ffilDl' C14 agCD, C) Ln 0 Lo cv LL- > 0 < 0 O z T o < > , . J000uiuj00 5 —j Q' z L Ln Z - .. L, - XLLJ000 drawing no. 1 5-35L sheet 4 of 9 TELSTAR HEADER VMD7 132 zcp-,A:- Kvl VM-AO'l IGRVIED C ANE TELSTAR LOCK JAMB QPME ', N-NVf S6N TELSTAR HINGE JAMB TELSTAR THRESHOLD MV-' ) 202 A kl A -C, , TELSTAR SERIES SINGLE STEEL DOOR SYSTEM FL # 17900 tfj d.lij-L z u) : 0 a, V) N0. 70692 V 4-: t U- L IO s 1W drawing no, I I 1006_18 sheet 5 of 9 Pt 7 rol III 1;1 15 OR 27 21 4 VERTICAL CROSS SECTION IN 4A" 4 4 DOOR LEAF DETAIL HORIZONTAL CROSS SECTION TIOGAZSPARTAN SERIES SINGLE STEEL DOOR SYSTEM jU') j z 0 z 0ccQ. W CL 2 C4 < 0 n a -i 0 0 1 m WVA > xW < it 0 0 8 Uo cr 0 W m 0 0 H.< 0 OD a: 0 W?LL to W 0LLKm U) m < Z N W W 4 1- 0 CN to V) 8-- C) CZ) W— Of t:: too, Lt- > r z rp W cc z L.1i 00 Lj Z 0 FL #17900 d. -J-LLL z In 3: I X0 No. 70592 i6 L-j C— 10 drawing no, NAL 1 5-35L I//) I it I— tsheet 6 of 9 BOLT MUST BE MINIMUM 3 THREADS ENGAGEMENT BEYOND NUT. OR 12 OR LARGER DRILLING SCREW. CREWS MUST BE MINIMUM 3 THREADS ENGAGEMENT BEYOND CHANNEL/GIRT. FRAME TO METAL BUILDING INSTALLATION DETAILS FLOOR BASE ANGLE DETAIL 19, 20, 31 CYLINDRICAL_ LOCK SHOWN JAMB EXTENSION ASSEMBLY DETAIL ITEM No. PART NUMBER DESCRIPTION MATERIAL QTY. 1 MSD72232 HEADER FRAME 2.67" x 0.059" THK. 16GA GALVANNEAL STEEL 1 2 MSD72232 JAMB FRAME 2.67" x 0.059" THK. 16GA GALVANNEAL STEEL 1 3 DT101126 THRESHOLD 0,50" x 5,75" x 0.105" THK. 48" TP 6063-T5 ALUMINUM 1 4 MSDIO027 HINGE REINFORCEMENT 1.25" x 10,00" x 0,180" THK, COLD ROLLED STEEL 8 5 MSD10290 BOTTOM DOOR SKIN 0.40" x 1.72" x .034" THK. GALVANNEAL STEEL 1 6 MSD10290 TOP DOOR SKIN 0.18" x 0.24" x .035" THK. GALVANNEAL STEEL 1 7 MMD10205 TOP CAP 0.70" x 1.54" x .038" THK. GALVANNEAL STEEL. 1 8 MSD10223 DOOR CHANNEL 0.80" x 1.67" x .053" THK. GALVANNEAL STEEL 2 9 MSD10091 CYLINDRICAL LOCK REINFORCEMENT 1.65" x 6.69" x 3.80" x 0.54" THK. 16GA COLD ROLLED STEEL 1 10 MSD70048 FRAME CLIP 5.54" x 1.45" x 1.43" x 0.097" THK. 12CA SPOT WELDED TO JAMBS GALVANNEAL STEEL 2 11 MS010005 FOAM CORE 44.00" x 91,00" x 1,688" THK. - 0.733 LB FT3 DENSITY POLYSTYRENE FOAM 1 12 MMD10043 DOOR CLOSER REINFORCEMENT 7.00" x 19.50" x 0.070" THK. (15GA) STEEL SHEET GALVANNEAL STEEL 2 13 MSD10068 MORTISE LOCK REINFORCEMENT 5.00" x 1.50" x 11,93" x 0.067" THK. 150A COLD ROLLED STEEL 1 14 MSD72232 KD STRIKE JAMB 4080 MB534 FRAME 2,67" x 0,059" THK. 16GA GALVANNEAL STEEL 1 15 8 x I" SELF DRILLING SCREWS NOT SUPPLIED) STEEL 6 16 HINGE STRIKE JAMB FLOOR BASE ANGLE CLIP 12GA. GALVANNEAL STEEL 2 17 DT100631 WEATHER STRIP LPI153 18' 1 18 HG100034 HINGE 4-1/2 x 4-1/2" GALVANNEAL STEEL 4 19 MORTISE LOCK HARDWARE OPTION, CL 102258 ZHONGSHAN 1 20 LC1281 SERIES HEAVY DUTY COMMERCIAL GRADE I LEVERSET W CL100249 BY THASE ENTERPRISES CO. LTD 1 21 MMD10203 DOOR SWEEP 0.61" x 1.35" x 0.083" THK, TP 35.75" 6063-T6 ALUMINUM 1 22 JAMB EXTENSION ASSEMBLY 16GA CHANNEL, 12GA CLIP GALVANNEAL STEEL 4 23 3 8"o TO 1 2"o x 2-1/4" DYNABOLT STUD ANCHOR FOR CONCRETE 4 24 12 x 1" SELF DRILLING SCREW NOT SUPPLIED STEEL 24 25 1 4"0 TO 1 2"0 x 3 4" HEX BOLT STEEL 12 26 7 4"0 TO 1 2"0 HEX NUT SELF LOCKING STEEL TO MATCH ITEM 25 STEEL 12 27 10 x I" SELF DRILLING SCREW NOT SUPPLIED` STEEL 6 28 STRIKE PLATE - TO MATCH HARDWARE OPTION AS SPECIFIED 1 29 12 - 24 x 3 8" PHILLIPS FLAT HEAD COUNTERSUNK MACHINE SCREW STEEL, FOP, HINGES STEEL 32 30 3/ 16"o x 1-3/4" PHILLIPS FLAT HEAD COUNTERSUNK TAPCON CONCRETE SCREW `NOT SUPPLIED' STEEL 5 31 9500 SERIES HEAVY DUTY COMMERCIAL GRADE 1 RIM PANIC W KEYED ESCUTCHEON TRIM 1 32 5 16"0 TO 1 2"m x 1-3/4" FLEX WASHER HEAD TAPCON CONCRETE SCREW `NOT SUPPLIED STEEL 4 33 MSD10061 HINGE REINFORCEMENT COVER 1.66" x 0,84" x 10.13" x 0.024" THK. COLD ROLLED STEEL 4 34 MSDIO090 STRIKE PLATE REINFORCEMENT 1.38" x 6.50" x 1.13" x 0.059" THK. 16GA COLD ROLLED STEEL 1 35 MSDIO006 MSDIO033 2 PART ADHESIVE, REZ-CURE EP882 BY INNOVATIVE RESIN SYSTEM, INC. EPDXY RESIN 2 36 DT100852 BUTTERFLY ANCHOR 1.58" x 2.50" x 7.00" x 0.048" THK. COLD ROLLED STEEL 4 37 SDIO0081 ANCHOR 0,95" x 2.05" x 7.00" x 0,052" THK. COLD ROLLED STEEL 4 38 1/4" x 3/4" HEX HEAD MACHINE BOLTS (HH MB) AND LOCK NUTS THRU FRAME CLIPS STEEL 2 39 8 x 3 1/2" NAILS STEEL 8 ap 3/8" x 6" WOOD LAG BOLT STEEL 4 25, 26 SEE NOTE 1 10 CLIP IS SPOT WELDED TO FRAME CORNER CONSTRUCTION DETAIL NOTES: 1) FOR ANCHORING KNOCK DOWN FRAME HEAD JAMB TO FRAME HINGE JAMB AND FRAME STRIKE JAMB 16GA. (.053" MIN.) STEEL FRAMING USE (2 PER SIDE) 1/4" TO 1/2" DIAMETER STEEL BOLT WITH MATING SELF LOCKING NUT. BOLT TO BE OF SUFFICIENT LENGTH TO ACHIEVE 3-THREADS MINIMUM BEYOND NUT. LOCATE AND ANCHOR AS SHOWN IN CORNER CONSTRUCTION DETAIL. 2) FOR ANCHORING JAMB EXTENSION ASSEMBLY TO 16GA. (.053" MIN.) STEEL FRAMING HINGE AND STRIKE JAMBS, USE (4 PER CHANNEL) #12 OR LARGER DRILLING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3-THREADS MINIMUM BEYOND ANCHOR CHANNELS. LOCATE AND ANCHOR AS SHOWN IN JAMB EXTENSION ASSEMBLY DETAIL. 3) FOR ANCHORING FLOOR BASE ANGLE OF FRAME HINGE AND STRIKE JAMBS ONTO CONCRETE USE (2 PER JAMB) 3/8" TO 1 /2" DIAMETER WEDGE BOLTS OF SUFFICIENT LENGTH TO ACHIEVE 2" MINIMUM EMBEDMENT INTO CONCRETE WITH 4 1/2" MINIMUM EDGE DISTANCE OR (2 PER SIDE) 5/16" TO 1/2" DIAMETER HEX WASHER HEAD TAPCON SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/4" MINIMUM EMBEDMENT INTO CONCRETE WITH 3-3/16" MINIMUM EDGE DISTANCE (ADD WASHER IF NEEDED). LOCATE AND ANCHOR AS SHOWN IN FLOOR BASE ANGLE DETAIL. 4) FOR ANCHORING THRESHOLD ONTO CONCRETE USE 3/16" DIAMETER FLAT HEAD TAPCON SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1-3/4" MINIMUM EMBEDMENT INTO CONCRETE WITH 2-5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 5) INSTALLATION ANCHORS AND HARDWARE SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. STEEL FRAMING: 16GA. (053" MIN.) B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH 3,192 PSI, TIOGA SPARTAN SERIES SINGLE STEEL DOOR SYSTEM FL #17900 No.70M A Z O z' W 0 b Q 2 a a 0. 0 0 W M I- W X U. OI Uo H O'oWm ° 0 am > o0 O00 t!1 0 WQW3tiU, LLZN -°m to0th Q W T 1 ru'- CL F- n cn Q win LL. > r ,n z Q o CO a Q Q QD Y i Q Q _wccSww j Z n Z Qu-j O T Z3 ice' i to Q J lfl Q TO D V drawing no, 15-35L sheet 7 of 2 3 7/8 1 1/2i oG°0 3 7/8 1 3/4 21 1/2 WIDTH VARIES To MATCH FRAME WIDTH, WIDTH FOR 8 1/4 FRAME SHOWN, JAMS EXTENSION ASSEMBLY 12 CA SPOT WELDED 4 PLACES 16 CA 22 2 3/8 AV WIDTH VARIES TO MATCH FRAME WIDTH. WIDTH FOR 8 1/4 FRAME SHOWN. 10, 16 — 3 2 1/8" 1 3/4 T JAMB FLOOR BASE ANGLE CLIP JAMS HEAD JAMB CLIP 1- - (D 2 14 16-GA,, WED 2) ACE ACC END 01 2 4 6063 ALUMINUM TIOGA./ SPARTAN SERIES SINGLE STEEL DOOR SYSTEM FL # 17900 IN. - - 1/1 ociwu- - - - h 0 S I , *-, . OF Az P. 0JVAi-' q,V j sn 0 it 0 z C4 Q- CL0 0 - j wCL Lt. 0 Uo cy w m 00 0 a. 0 a Do t. w . 3:- 0 C04 LL. zw 0 CS f7 zg c4 WriIw- iri z 0 0 < drowing no. 1 5- 35L sheet 8 of 9 5 3/4" i 2 1 /8 - 4 •-, 2 1 /8 _ WIDTH VARIES FROM 4 7/8" TO 12 1/4". 5 3/4" FRAME SHOWN. JAMB PROFILE 0.105 1/2 5 3/4 6063 ALUMINUM THRESHOLD (0.105" THICKNESS) 4 HINGE REINFORCEMENT(4) rT Y Y Oh Y w r I Y 7 i 11/16 1 35/64.- 20GA TOP CAP 2 7/64 5 _ T 1 45/64 18GA BOTTOM DOOR SKIN 9 LOCK REINFORCEMENT MIN. 2 RESISTANCE OR PROJECTION WELDS EACH END 8 I 23/32 1 43/64 16GA 1 2" MAX. / 3/4" MIN SPOT WELD, EACH SIDE, EACH CHANNEL. WELD 1-1/2" FROM EDGE, SPACED 3" APART, DOOR CHANNEL 6 1/8 5/ 16 ---J I-.- 18GA TOP DOOR SKIN MAX. 2" / MIN 3/4" J 7/32 7/8 1 59/64 21 3/4 9/16 17 JAMB WEATHERSTRIPPING 11 FOAM CORE. DENSITY: 0,733 LB/FT' 35 ADHESIVE APPLIED IN CROSSED PATTERN PRIOR TO SPREADING. REZ CURE EP882 PART A & 8 APPLY PER UL SPEC. 1/2" MAX. / 1-1/4" MIN. BOTH SIDES 5 WIDTH VARIES FROM 4 7/8" TO 12 1/4" 4 7/8" FRAME SHOWN. DRYWALL FRAME J" WIRE MASONRY ANCHOR ANCHOR EXPANDSDS Oxrll M IDER MIN. NOTE: WIRE ANCHORS LAY HORIZONTALLY, LODGED BETWEEN THE RABBEL AND THE BACKBEND WIRE ANCHOR AT EVERY BLOCK CELL MASONRY CONSTRUCTION 0 0 0 I BUTTERFLY ANCHOR AT 24" O C. MAX. cx0 0 PIPE AND STRAP ANCHOR WELDED TO FRAME 75 WIDTH VARIES FROM 4 7/8" TO 12 1/4" 4 7/8" FRAME SHOWN. NOTE; 3/8'0 HOLE IS PROVIDED THROUGH FRAME STOP WITH EITHER A COUNTERSINK OR DIMPLE TO RECEIVE ANCHOR BOLTS. PIPE AND STRAP ANCHOR AT 24" O.C. MAX. EXISTING MASONRY CONSTRUCTION TIOGAf SPARTAN SERIES SINGLE STEEL DOOR SYSTEM MASONRY FRAME NOTE: COMBINATION ANCHORS USED AS A STEEL STUD ANCHOR 5-3/4' JAMB WIDTH ONLY REMOVE NAILING STRAPS INSIDE BREAK -OFF CREASE = 2-1/2" STUD OUTSIDE BREAK -OFF CREASE = 3-5/8" STUD LUIVI INED ANCHOR AT 24" O.C. MAX. PUNCH & DIMPLE ANCHORING FL #17900 0 ' S: ` c OF CLORIOP' s o J I N w Z { Cr 0 o z N ' w Lnn J a o U ¢ o Q L.t- a Z a o a Q Q 0 MCCrY pG Q JLLJ .. CIO J- 1 5 _j Cr — W W Co Lj JXCLOW drowing no. 15-35L sheet 9 of D.L. OPG. WIDTH D.L. OPG. WIDTH _ ,L. OPG. WIDTH _ M Li CHART SHEET 2 SEE CHART SHEET 2 j - SEE CHART SHEET CL U A \, ' iLJ j'J o 2) ANCHORS L AT HORIZ. ENDS d J`LOLi 6" Q.C. 0 B ' Vi 1 7 X zC) fy- Qz a3acue zUz0 V) Q Q,(") W i Z Lj Lj z J (V7 D I J{ LJ V) I3 1/2" MAX. ! HEAD/ SILL j CORNERS 12" MAX. HEAD/ SILL SERIES NSF-450 ALUMINUM STOREFRONT SYSTEM THIS SYSTEM MAY BE USED IN CONJUNCTION WITH F.B.C. APPROVED FRENCH DOORS, LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM, CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. tv Z z Jt!) d i 21Q Itzi iai OiwTHIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ), WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2 OR 3 ANCHORS AT EACH SIDE OF MULLION SEE SHEET S _ FOR CAPACITY TYPICAL ELEVATIONS INSTRUCTIONS: USE CHARTS AS FOLLOWS. 1 I F# I I f I: I I I #; I I_ f 1 I I t ! i i I i I SEE US ALUWNUM DOOR APPROVAk F DOOR RATING I' & DETAILS. L — I . rr SEE DOOR APPROVAL FOR DOOR FRAME ANCHORS CAPACITY STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, SLOG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD, SEE CHARTS ON SHEET 2 FOR STEP2DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. STEP 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEETS 3 & 4 FOR STOREFRONT MULLION AND SHEET 6 & 7 FOR DOOR MULLION, THE CAPACITY SHOULD EXCEED THE DESIGN LOAD, STEP 4 USING CHART ON SHEETS 5 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. D. L. OPG. WIDTH E CHART SHEET 2 U a r' p .;.s E. 3 1/2" MAX. HEAD/ SILL CORNERS JAMB ANCHOR SPACING ANCHOR TYPES 3/8" SHIM SPACE 1/4" SHIM SPACE A 6" O.0 B 6' O.C. C 6 O.C. 12" O.C. 13 T. f0 o: z c 0 J LO o I E 0 0L > La X U r Qri V IL a q qI 0 d 0 LU in wpI< Z" i O 0Q n Q W 0i O 0 o c < isJ VS - r^ Q v EU,co ! m co p zro 12 MAX. Q o Q w HEAD/ SILL THIS SYSTEM IS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. o A- THIS PRODUCT EVALUATION DOCUMENT fP.E.O.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE JNFORMATION FOR A SSTE SPECS iC PROJECT; i.e, WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D_ B- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDIT70NS DETAILED ON TH€S DOCUMENT. C- TJHIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 0- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED - ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) F TH E H£ PROJECT AND WHO WILLRESPONSIBLE BEESONSIBLEFOR THE PROPER USE OF THE R.E.O. ENGINEER OF RECORD, ACTING AS A. DELEGATED' ENGINEER TO THE P.EO. ENGINEER SHALL SUBMIT 70 THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. E- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. c 0FL # 18363 l o No. 70592 T ?, a ! TJ to 77 V O IS, EOF droving no. cxO o?'= ' ; W 15 - 50 As 1 o ' sheet .! o 1_2 GLASS LOAD CAPACITY PSF NOMINAL DIMS. 1/4" TEMP. GLASS D.L.O. WIDTH D.L.O. HEIGHT EXT.(+) & INT.(-) 24" 120.0 28' 120O 32' 120.0 36" 120.0 40' 120.0 44" 120.0 48" 120.0 72" 52" 120.0 56" 120.0 60" 120,0 64" 120.0 68" 120.0 72" 120,0 24" 120.0 28" 120,0 32" 120.O 36" 120.0 40" 120.0 44" 120.0 78 48" 120.0 52" 120,0 56' 120,0 60" 120,0 64" 120.0 68" 120.0 24" 28" 120.0 32" 120.0 36" 120.0 40" 120.0 44" 84" 120.0 48" 120-0 52" 120.0 56" 120.0 60" 120.0 64" 120.0 24" 120.0 28" 120,0 32" 120.0 36" 120.0 40" 120.0 44" 120.0 48" 120.0 52' 120.0 56" 120.0 24" 120.0 28" 120,0 32" 120.0 36" 120.0 40" 120.0 96" 44" 115 2 48" 52' 56" 110.6 GLASS LOAD CAPACITY PSF NOMINAL DIMS. 1/4" TEMP. GLASS D. L.O. WIDTH D.L.O. HEIGHT EXT.(+) & INT.(-) 24" 120.0 l 28" 120.0 32" 120.0 36" 120.0 102" 40" 115.2 44" 1070 48" 103.9 52" 102.4 24" 120,0 28" 120,0 32" 120.0 36" 108" 120,0 40" 110.1 44" 100,9 48" 96.8 24" 120.0 28" 120.0 32" 120.0 114" 36" 120.0 40" 106.0 LL 44" 95.7 24" 120.0 28" 120,0 32" 120.0 120" 36' 120,0 40" 102,9 44" 92.2 24" 28" 120. 0 - --- -------- -- 12- 0. 0-- 32" 126' 120.0 36' 119.8 40' 100.9 24" 120.0 28" 120.0 32" 132" 120L 36" 117.8 40" 98,8 24" 120.0 28" 120.0 138" 32' 120,0 36" 115.7 24" 120.0 28" 120.0 144" 11-111111-1- --------- 32" 120.0 36" 113,7 D, L.O, D,L.O, WIDTH7 I ui 0 C) 7 T 2 45 Ln: 0 to 00 D T2 Lu TZ a 0 0 Y_ cr 0 Lu m 0 T_ 0 Ix a Qri o UFO ca jrJt j 0 Z N uj I', NOTE, INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. z i lo 1/ 4- TEMPERED GLASS GLAZING DETAIL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC, GUSTS). pp GLASS 4_ 1 FL # 18363 c 0 MULLION LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) E)(T.(+) INT.(-) 24" 80.0 120.0 80.0 120.0 30" 80.0 120,0 80.0 120:O 36" 80.0 120.0 80.0 120,0 42" 80,0 120.0 80,O 120.0 48" 60" 80O 120.0 80.0 120.0 54" 80.0 120.0 80.0 120.0 60" 80.0 120.0 80.0 120.0 66" 80,0 120,0 80.0 120.0 72" 80.0 120,0 80.0 120.0 24" 80.0 120.0 80.0 120.0 30" 80,0 120.0 80.0 120.0 36" 80,0 120.0 80.0 120.0 42" 80.0 120.0 800 120.0 48" 66" 80.0 110.9 80.0 120.0 54" 80, 0 104.7 80O 120.0 60" 80.0 101.1 80.0 120.0 66" 50,0 99.5 80.0 120.0 72" 80,O 120,0 24' 80.0 120.0 80.0 120.0 30" 80,0 120.0 80,0 120,0 36" 80,0 110.5 80.0 120.0 42" 80,0 97.9 80.0 120,0 48" 72" 80, 0 89.2 80O 120.0 54" 80.0 83. 2 80.0 120,0 60- 79.2 79, 2 80.0 120 O 66" 80.0 120. 0 72- 80.0 120. 0 24" 80,0 120, 0 80,0 120,0 30" 80.0 108. 0 80-0 120.0 36" 80.0 92, 0 80.0 120.0 42" 80.0 81. 1 80.0 120,0 48" 78" 73,4 73,4 80.0 120.0 54" 67,9 80, 0 1 120.0 60" 67,9 80. 0 120O 66" 80.0 116.6 72" 80,0 113,7 24" 80.0 112,8 80.0 120.0 30" 80.0 91.6 80.0 120,0 36" 77.8 77,8 80.0 120,0 42" 68.3 68.3 80.0 120.0 48' 84" 61A 61.4 80.0 117.8 54' 56.5 56.5 80.0 108,3 60' 80.0 101,3 66" 80.0 96,3 72" 80.0 92.9 24" 80.0 97.0 80.0 120.0 30" 78.6 78.6 80.0 120.0 36" 120,0 42" 58. 3 58.3 80.0 112.7 48" 90" 52.2 52. 2 80,0 101.0 54" 80,0 92.4 60" 80,0 85.9 66" 80,0 81.1 72" 77.7 77,7 MULLION LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT,(+) INT.(-) 24- 80.0 80,5 80.0 120,0 30" 65.3 65,3 80.0 120.0 361, 55.4 55.4 80.0 112.6 42" 48.5 48,5 80.0 98.2 48 96" 43.5 43. 5 80.0 87.7 54" 79.9 79.9 60" 74.0 74,0 66" 69.4 69.4 72" 66.1 66.1 24" 67.0 1 67. 0 80.0 120.0 30" 54,2 54,2 80.0 117.5 36" 45.9 45.9 80.0 99,2 42" 40.1 401 80. 0 86.3 102" 48 76.9 76. 9 54 69.8 69.5 60" 64,4 64.4 66" 60.2 60.2 24" 56.3 56.3 80.0 120.0 30" 45.5 45,5 80.0 104-5 35" 38.5 38,5 80.0 88.1 42' 33.5 33,5 76.5 76.5 108" 48" 68,0 68. 0 54- 61,6 61.6 60" 5 6, 6 56. 6 66" 52.8 s 52. 8 24" 47,8 47.8 80,0 116,0 30" 38.6 38.6 80.0 93.6 36" 32.5 32.5 78.7 78.7 42" 68.3 63.3 114 48" 60.6 60. 6 54" 54.8 54,8 60" 50.2 50.2 24" 40.9 40.9 80.0 104.6 30" 33.0 33,0 80.0 84.3 36' 27.8 27.8 70.8 70.8 42" 61,4 614 120" 48" 54,4 54. 4 54" 49.1 49.1 60" 44.9 44,9 24" 35.3 35.3 80.0 94.7 30" 28,4 28.4 76.3 76.3 38" 64.1 64.1 126" 42" 55.5 55. 5 48" 49.1 49.1 54' 44,2 44,2 NOTE: INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWEI MULLION LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT-(+) INT.(-) 24" 30.6 30.6 80.0 86.2 30" 24.7 24.7 69,4 69.4 36" 58.2 58.2 132" 42" 50,4 50, 4 48' 44,5 44.5 54" 40.1 40.1 24" 26.8 26.8 78.8 78.8 30" 21.6 21.6 63.4 614 36" 138" 532 53,2 42" 46.0 46O 48" 40. 6 40,6 24" 23, 5 23.5 72,3 72,3 30' 18.9 18.9 55,2 58.2 36" 144" 48.8 48.8 42" 42.1 42.1 48" 2 37.2 IX IN-4 SX IN-3 2. 7207 1.2092 Ix IN-4 , SX IN-3 2, z7746 .2331 IX IN-4 'SX IN-3 3. 09-41 ! 1,3752 MULLION W/ O REINFORCING MULLION W/ REINFORCING wi W2 wi WI + W2 WIDTH (W) = -- - 2 IX IN- 4 SXIN-3' ALUMINUM 2 7 2- 0 7 - -1-.,- 2- -0 -9 -2 STEEL 2.0697 9856 8.7228 Ix ALUM + ix STL X 2.91 IX IN-4 SX IN-3 ALUMINUM 2.7745 1.2331 STEEL 2 Ofi97 .9856 TOTAL 1x ALUM + Ix STL X 2. 9 8.7766 fx - _IN__4 SX_ I N__3 3.0941 1. 62 STEEL 2.0697 . 9856 TOTAL ix ALUM Ix STL X 2. 9 9.0962 MULLIONS N0.70592 01. Si, of: 0. FL # 18363 ZONAL IiII111110\ 69m F1 00 drawing no, W15- 50 heet3 of MULLION LOAD CAPACITY - PSF WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) :' INT.(-) 24" 80.0 120,0 80,0 120.0 30" 80.0 120.0 80.0 120.0 36" 80.0 120.0 80,0 120.0 42" 80.0 120,0 80.0 120.0 48" 60" 80.0 ill's 80.0 120 0 54 80,0 i 99.4 80.0 120,0 60" 80,0 89.5 80.0 120,0 66" W 80.0 ^ 81.3 80.0 _ 120.0 72" 74.6 74.6 80.0 120.0 24" 80,0 120.0 80,0 120.0 30" 80.0 120,0 80.0 120.0 36" 80.0 120.0 80,0 120.0 42" 80.0 104.6 80.0 120,0 48" 66" 80.0 _ 91.5 80.0 120.0 54" 80.0 81.3 80.0 120.0 60" 1 73.2 73,2 I- 80.0 120.0 66" 66.5 66,5 80.0 120.0 72" Y- 80,0 113.6 24" 80.0 120.0 80.0 120.0 30" 80.0 120.0 800 r_.... 120. 0 36" 80.0 101.5 80.0 120.0 42" 80.0 87.0 80.0 120.0 48" 72" 76.1 76.1 80,0 120.0 54" 67.7 67.7 80.0 120.0 60" 60.9 160.9 80,O 114,6 66- 80.0 104.2 72" i - 80.0 95.5 24" 80.0 120,0 80.0 120.0 30" 80.0 102.8 80.0 120.0 36" 80.0 85.6 80.0 120.0 42" 73.4 73.4 80.0 120.0 48" 78" 64.2 64.2` 80.0 T 120. 0 54" 57.1 57.1 80,0 108.5 60" 80.0 97.6 80. 0 88.8 72" 80.0 81.4 24" 80.0 109.7 80.0 ! 120.0 30" A80.0 87.8 - ry^ 80. 0 120.0 36" 73,2 73.2 80,0 120.0 42" 62.7 62.7 80.0 120.0 48" 84" 54.9 54,9 80,0 105.2 54" 48 8 48.8 80.0 93.5 . 60" 80.0 84.2 66" 76.5 76.5 72" 70 2 70.2 24" 80.0 94.7 80 O 120,0 30" 75.8 1 75.8 80.0 120.0 36" 63.2 63.2 80.0 120.0 42" 54,1 54.1 800 ,-104,8 48" 90" 47.4 47.4 80.0 91.7 54" 80.0 81.5 60" 73.3 66" 73_ 3.. 66. 7 66.7 72" 611 j 61,1 MULLION LOAD CAPACITY - PSF WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH ( W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 24" 78.7 78.7 80.0 120.0 30" 63.0 63.0 80.0 120.0 36" 52.5 52.5 80.0- 107.4 42" 45.0 45.0 80.0 92.1 48" 96" 39,4 39.4 80.0 80.6 54" 71.6 71.6 60" 64.5 64.5 66" 58.6-58.6 72' 53.7 53.7 24" 65.6 65.6 80.0 120.0 30" 52.5 52.5 80.0 114,2 36" 43.8 43.8 80.0 95.2 42" 37.5 37.5 80.0 81.6 102" 48" 71.4 71.4 54" 63.4 63.4 60" 57.1 57.1 66" 51.9 51.9 24" 55.3 1 55.3 80.0 120.0 30" 44,2 44.2 80.0 101.9 36" 36.9 36.9 80.0 84.9 42" 31.6 31.6 72.8 72.8 108" 48" 63.7 63.7 54" 56.6 56.6 60" 50.9 50.9 66" 46.3 46.3 24" 47,0 47,0 80,0 114,3 30" 37.6 37.6 80,0 91.4 36" 31.3 31.3 76.2 76.2 42" 65.3 65.3 1 14"- 48" 57.1 57.1 54" 50.$ 50,$ 60" 45,7 45.7 24" 40.3 40.3 80.0 1031 30" 32,2 32.2 _ 80.0 82.5 y 36" 26.9 26.9 68.8 68.8 42' 58.9 58.9 120" 48" 51,6 51.6 54" 45.8 45.8 60" 41.3 41.3 24" 34.8 27, 9 34. 8 80.0 93.5 30" 27.9 74.8 74.8- 36" 23,2 23.2 - 62.4 62.4 126' 42" 53.5 53.5 48" 46.8 46,8 54" 41.6 41.6 NOTE: INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWE[ MULLION LOAD CAPACITY - PSF WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH ( W) FRAixiE HEIGHT EXT,(+) INT.(-) EXT.(+) INT.(-) 24" 30.3 30.3 80.0 85.2 30" 24.2 24.2 68.2 68.2 36" 56.8 56.8 132" 42" 48.7 1 48.7 48" 42.6 42.6 54" 37.9 37.9 24" 26.5 26.5 78.0 78,0 30" 21.2 21.2 62.4 62.4 36" 138" 52.0 52.0 42" 44,6 44.6 48" 39.0 39.0 24" 23 3 23.3 71.6 71.6 30" 18.7 18.7 57.3 57,3 36" i 144" 47.7 47.7 42" 40.9 40.9 48" 35.8 35,8 Ix IN-4 `SX IN 3' 2. 7207 1.2092 Ix IN 4 j SX IN-3 2. 7745 1.2331 IX IN 4 SX IN^3 a 3, 0941 1.3752 MULLION 1/ 0 REINFORCING WIDTH ( W) = W 1 + W2 2 IX IN-4 SX IN 3 } ALUMINUM 2 7207 1.2092 STEEL.... 2,0697 9856 TOTAL 8 7228 IxALUM + Ix STL X 2,9: 1X IN-4 SX IN 3 { ALUMIINt7M _ 2 7745 1.233 i i STEEL_ 2.0697 .9856 ! TOTAL Ix ALUM + Ix STL X 2.9 $.7766 z! TI C I Lo - 00 co2 O 0 o o _ U x c o' v LD 4 n v E V - w o 10 to ca CC_ 0 G Q oz tn. 50aw o 6kni LO i i 7.___ c I IX IN-4 SXIN 3 1V J I ALUMI ?UM3L9411.3752 > STEEL TOTAL Ix ALUM + Ix STL X 29 11111!]11!// X A co x N0, 70592 ri o u s MULLION W/ REINFORCING ®• Sit- cOF drawing no. FL # 18363 '''//,, J yv*,>, " heet 4...of 114 ANCHOR LOAD CAPACITY PSF ANCHOR LOAD CAPACITY PSF ANCHOR LOAD CAPACITY PSF NOMINAL DIMS. 3/8- SHIM SPACE 1/4- SHIM SPACE NOMINAL DIMS. 3/8" SHIM SPACE 1/4- SHIM SPACE NOMINAL DIMS. 3/8" SHIM SPACE 1/4" SHIM SPACE Lu 13 oo Li LL 2"1 co INTERMEDIATE HORIZONTLj- ALS A3L_B3[ W1 + W2 Y0DANCHORS TH A= -------- 2 TYPES- SEE SHEET e FOR oEson/pnow A2 2 ANCHORS TYPE 'A' AT EACH SIDE OF MULLION B% 2) ANCHORS TYPE 'B' AT EACH 50E OF wuLL0w C2 2) ANCHORS TYPE 'C' AT EACH SIDE OF wuLUOw A3 ANCHORS TYPE `A' AT EACH SIDE OF muLL0w DOOR MULLION LOAD CAPACITY-PSF V) WIDTH (W) FRAME HEIGHT WITHOUT REINF. WITH REINF, INCHES INCHES EXT,(+) & INT.(-) EXT.(+) & INT.(-) 7 IN-4 Sx Iry 3' 2 7207 1.2092 6 ALUMINUM Ix irr 4 Sx N^3 2 7207 1 2092 00 j' 24 93.6 93.6 30 93.6 93.6 STEEL 2.0697 9856 Z tv , 0 36 80.9 93.6 7 AL 7 OnTLU + Ix ST>_ x 2.9 8.7228 42 80 69.4 93,6 0 04860.7 93,15 5 5 54 93_6 IL 60 92.8 fl2491693.6 30 7 6 _ 93,6 - WITHOUT REINF. WITH REINF.' a 36 73 0 93.fi 0 -Z r 2 g 42 84 62,5 93,6 . Q coIN 4$ 54 7 93 6 W u. 54 93.5 z 60 4.2 q 0M_ j ti9cd F 24 93.6 93.6 30 75.6 93.6 36 B3.d____.-33.6 v 42 90 54.0 93.6 v 48 91.7 cn , 54 1w5,.,. _ NO. OF ANCHORS AT DOOR MULLION o : O 60 73.3 ANCHOR WITHOUT REINF WH REINF. i TYPES ',338 SHIMS 1 j4 SHIMS 3 8 SHIMS 1 4 SHIMS __ o 02478.7 93.6 30 63.0 93,6 i B 4_. ._ 4 8 6 4 4 $ 5 2-1/2 3fi 525 93.6 w 2 $ TYP. 6 3/4> fl 42 96 45.0 92.1 1I I j 48 54 60 80.8 71.fih_ 64.5 r-_ _ r e i I i ii i f I l - - 1 I 1 3I i v- I I z Qi i-r w, 00 V) C co " 00 0 c t, pZ 0 24 65.6 93.6 30 52.5 93.6 i t I E j ii chi w C i Q 36 43,8 93.6 V) Q 42 102 81.6 3 jI 4$ 71.4 1 w'- 54 63.4 60 57.1_____-_ 24 55.3 93.6 30 44 2 93.13 36 42 4$ 108 36.9 84 9 72.8Fr 63.7 W 1 W2 4___ IW1ry W2 W1 , W2in 0? I U 54 56.6 60 50.9 WIDTH W 1 + W2 W) = 2._.._. WIDTH (W) W 1 W2 2 + 4 W 7 WIDTH (W) _ W2 2__..____- 24 47.0 93,6 30 37 6 91,4 Q 36 31.3 76,2 DOOR MULLION - I'D a 42 114 65.3 48 54 60 57.1 508_ - 45.7 111111JJ1 j, 0GE&p: NSr i N I a OD I2440.3 93.6 30 32.2 82.5 70592 T - 2S 36 42 120 68.8 58.9 i 0 Si drowrng no. 4$ 516'' LORiO c{1F W l 50 , 54 45.8 _. 60 41,3 FL # 18 3 6 3 DOOR MULLION LOAD CAPACITY NOMINAL DIMS. LOADS-PSF DOOR WIDTH SIDELITE WIDTH DOOR HEIGHT I FRAME SPAN EXT. W2 Wl A L INT. 30" 93.6 33" 93.6 36" 60" 39" 916 42" 93.6 45' 93.6 48" 80, 90" 93.3 93,630" 33" 93.6 36" 93.6 72" 39" 91,3 42" 88.8 45" 86 , 5 48" 84.3 30" I 93,15 33" 93,6 36" 93.6 60" 39" 93.6 42" 92,0 45" 8,8.9 48' 80" 96" 85,9 93.630" 33- 92.4 36- 89.7 72" 39" 86,7 42" 84.0 45' 81,3 48" 78.8 30" 90.9 33" 8 7.5 36" 843 LL 60- 39- 8 1.3 42- I 78.5 45" 75.9 48" so" 102' 715 81.430 33" 7&7 36" 76.1 72" 39" 73.6 42" 71.4 45" 69.2 48" 67.2 30" 781 33" 75,2 36' 72.6 60 39" 70,1 42" 67,8 45- 65.7 48" 80" 108" 616 69.730" 33" 67.4 36" 653 72" 39" 63,3 42" 61,4 45" 597 48' 11- 1-1-- ----- ----- 58, 0 DOOR MULLION LOAD CAPACITY NOMINAL DIMS. LOADS-PSF DOOR WIDTH SIDEUTE WIDTH100OR HEIGHT FRAME SPAN EXT. W2 Wl A L INT. 30" 67.8 33" 65.4 36" I 63, 2_ 39" 61.1 42' 59,2 45" 57,3 48" 55,6 80" 114" 60, 3 30" 33" 58.5 36" 56.7 72" 39' 55.0- 42" 53.4 45" 51,9 48" 50.5 30" 59.4 33" 57.4 36" 55.5 60" 39" 53,7 42" 521 45' 50.5 48" 49.0 80" 120" 52. 8 30" 33" 51.2 36" 4 9. 7 72" 39' 48 2 42" 45" 45.6 1 1 48" 44.4 IX IN-4!SX IN-3 ALUMINUM 2,7207 ' 1,2092 STEEL TOTAL 8 7228 ALUM _+_ Ix STL X 29 DOOR MULLION W1 REINFORCING DOOR MULLION LOAD CAPACITY NOMINAL DIMS. LOADS-PSF DOOR WIDTH SIDELITE WIDTH DOOR HEIGHT FRAME SPAN EXT. W2 WI A L INT. 30" 93. 6 33- 93, 6 36" 93. 6 39" 93 6 42" 9 3.6 45" 93. 6 48" 92. 1 84" 90" 93.6 30- 33" 93, 6 36" 92. 5 72" 39" 90.0 42" 87. 6 45" 85, 3 48" 83, 2 30" 93. 6 33" 93. 6 36" 916 60" 39" 93,6 42" 93, 1 45" 903 48" 87,8 84" 96" 916 30' 33' 91. 0 36" 88.4 72" 39" 86 0 42" 83,6 45" 81 5 79.4- 48" 30" 93633" 90A 36" 87. 0 60" 39" 83,9 42" 80.9 45" 48 75,15 84' 102" 84.6 30" 33" 81.636" 78.8 72" 39" 76.2 42" 73,7 45" 7 1.4 48" 69.3 30" 50 .7 33" 77 6 36" 74.8 60" 39" 3 72. 2 42' j 697 45" 48" 65,3 84" 108" 72.2 30" 33" 69.736" 67.5 72" 39' 42' 63. 3 45" 61.4 48" 59.6 DOOR MULLION LOAD CAPACITY NOMINAL DIMS. LOADS-PSF DOOR WIDTH SJDEUTE WIDTH DOOR HEIGHT FRAME SPAN EXT. W2 Wl A L INT. 30" 69.8 33" 67 3 60, 39" 62.7 42- 60.7 45" 58.8 48' 84" 114' 57. 0 62.3 30" 33" 60.336" 58,4 72" 39" 56,6 42 55 .0 45" 53.4 48" 51.9 30" 61,1 33" 58 9 36" 56,9 60- 39" 55,1 ry 42" 53,3 45" 51,7 48" 84" 120" 50. 1 54,4 30' 33" 527 36" 57. 1 72" 39" 49.6 42" 48,2 45" 46. 8 1 48" 1 1 45. 6 DOOR MULLION NO. OF ANCHORS ANCHOR AT DOOR MULLION TYPES 38 SHIMS _4" SHIMS' 6- A 8 6 C 4 444 -- - - - - - - 0 j 10 0 Wl W2 SIDELITE DOORWIDTH WIDTH N0. 70592 Si.,OF FL # 18363 A- G. LLJ z uj 00 V) 0 0 m w cr 0 uj In 0 0 0 X > - 0 0 i-E Vi O j wtv w ui j z rj V) 03 co 8 6 0 Xc < u- D c E ( 3 coto cc co 0 co 0 0 z PO C) : 2 1 0 0 < J: u) D DOOR MULLION LOAD CAPACITY NOMINAL DIMS. LOADS-PSF DOOR WIDTH SIDELITE WIDTH DOOR HEIGHT FRAME SPAN EXT. (+) W2 W1 A L INT, {-) 30" 93.6 33" 93.6 36" 93 6 60" 39" 93.6 42" 91,3 45" 88.7 v 48" 86.3 90" 90" 91.730" 33" 891 j 36" 86.6 72 39" 84,2 42" 82.0 45" 79.9 - 48" 77.9 30" 916 - 33" 93.6 36, 91.4 60" 39 87 9 42" 84.6 45" 81 6 48" 78.8 90" 96" 88.0I30" 33" 85.4 36" 83,0 72" 39" 80.2 j 42" 77,5 jj 45" 75 0 I 48" 72.6 30" 84.7 33" 81.4 ` 36" 78.3 60" 39" 75,4 42" 72 7 45" 70.2 48" 67.9 90" 102" 75.230" 33" 73.4 36" 70.9 __..._ 72" 39" 68.5 42" 66.3 45" 64 2 48" 62.3 30" 73.1 33" 70.4 36" 67.7 60" 39" 55.4 42" 63.1 45" 61.0 48" 59.1 90" 108" 65.530" 33" 63.3 36" 61,2 - 72" 39" 59.2 _ 42" j 57.4 45" 1 55.6u 54.04$" DOOR MULLION LOAD CAPACITY NOMINAL DIMS. LOADS-PSF DOOR WIDTH SIDELITE WIDTH DOOR HEIGHT FRAME SPAN EXT. (+) W2 W1 A L INT. (-) 30" 63.7 33" 61 4 36" 59.3 60" 39" 57.2 42" 55.3 j 45" 53.5 ..-- I 48" 90" 114" 51.9 56.930" 33" 551--- 36" 53.3 72" 39" 51,7 42" 50.1 45" 48.7 48" ! 47.3 Ix IN-4 S% IN-3 AL1J2dINUM - 2 7207 } 1 2092 . STEEL 2.0697 9356 TOTAL 8.7228 Ix ALUM + Ix STL X 2.9 DOOR MULLION W/ REINFORCING DOOR MULLION LOAD CAPACITY NOMINAL DIMS. LOADS-PSF DOOR WIDTH SIDELITE WIDTH DOOR HEIGHT FRAME SPAN EXT. {t) W2 W1 A L INT. {-) 30" 916 33" 93.6 .. __. 36" kkk 91.2 60" 39" 88 5 .. - 42" 85.9 45" 83.4 48" 96" 90" 81.1 86,230" 33"- 36" 81.4 72" 39" 79,2 42" 771 _ 45" 75.1 48" 73 2 - 33" 85.4 36" 810 60" 39" 78.8 42" 75 9 45" 73.1 48" 96" 96" 70,6 80.430" 33" 77 4 36" 74.6 72" 39" 72 0 42 fi69 5 45" 67.2 48" 65.1 30" 76.6 tl7333" 6 36" 70.7 60" 39" 68.1 42" 65.7 45" 63.4 48" 96" 102" 61.3 68.930" 33" 66.5 36" 64.1 72" 39" 62.0 42" 59.9 45" 58.1 48" 56.3 30" j 66,6 33" 64.1 _. 36" 617 60" 39" 59 5 42" 57.4 45" 55.5 48" 96" 108" 53.7 59.730" 33" 57.7 -- 36" 55.7 72" 39" 53.9 42" 52.2 45" 50,6 _ 48" 49.1 z clIn DOOR MULLION I 1\ I1 i1 61 w W1 ; W2 SIDELITE DOOR WIDTH WIDTH fill] 1I/ 7 i No. 70592 24 SI„a c OF FL # 18363 ''!•, 0 r sn z tss w ; s>. Lo Z [ 2 Lo 0 V W Q cf 0WV3 0 0 (L tt ri 0 i Cc J N Lu . ZiF L0l Z N aQwI., 1- z' v U M w; 00o` 0 o a y o, y fn Q X C d 1 O Jp' j n it d v t- LU O ' n floc i 3 o o' c 0 z a o a L ce a so l E o': I T O V v m drawings-= no. WI5 5Q 10 TYPICAL ANCHORS SE` ELEVATIONSI By roq[»L ANCHORS r/p AL Amo*0ns PACINGFORsp»c/ms ss ELEVATIONS — scs cLsv^TI0wS FOR SPACING FOR 3p«o/mo L* uj Li jtn 10 12 HORIZONTAL MAX. GLASS HT. UU TYPICAL ANCHORS sss ELEVATIONS FOR sp«c/ms METAL STRUCTURE Li too o U. TYPICAL ANCHORS SEE EG}mTOws FOR SPACING U=z"U |f NOOD BUCKS AND METAL STRUCTURES NOT BY DELTA DOORS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND RANSFER THEW TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELFEV. FOR SPACING INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2^ MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-3/4^ MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4^ MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE '8'— (ru=177 xs/, py=155 xsV DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE 'C'— ^ DIA. TEKS OR SELF DRILLING SCREWS (oeAos 5 oes) INTO METAL STRUCTURES STEEL : 1/8" THK MIN. (Fy = 36 KB MIN-) ALUMINUM : 1/8^ THK. MIN. (6063—T5 MIN.) STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANC INTO CONCRETE AND MASONRY = 2-1/2~ MIN. INTO WOOD STRUCTURE = 1^ MIN. INTO METAL STRUCTURE = 3/4^ MIN. WOOD AT MEAD' SILL OR JAMBS SG = 0.55 W|m, CONCRETE AT MEAD, SILL OR JAMBS f'o = 3000 PSI MIN. C—SO HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 P§j_1 N._ No. 70592 FL #18363 c 1/4' OR 3/8- SHIM SPACE SEE SHEET 1 1/4- OR 3/8- SHIM SPACE SEE SHEET is TYPICAL ANCHORS SEE ELEV.4 FOR SPACING STEEL REINFORCING EXTERIOR FRAME WIDTH 1/4- OR 3/8- SHIM SPACE SEE SHEET 1 2BY WOOD BUCK OR/ WOOD STRUCTURE A L ANCHORS SEE ELEV. FOR SPACING RE iCHORS 14C 0 z 0 w LJ Z Qf 0 ul 0 to 0 -1 0 0 cr 0 0 o0 0 C) 0 io0 z C4 f3 mrCc 0 c CDLO Q >Ll < o E so to co E i aCo in 0 :2 0 < uj i 19 AJI, No. 70%2 drowing no. Wl 5-501 FL #18363 ,ON - - ------- pheet 10 of 12; STEEL REINFORCING OPTIONALJUNAL 3EE CHARTS ON SHEETS 6 THRU 8 F.B.C- APPROVED DOOR r L ITEM NO. PART NUMBER QUANTITY DESCRIPTION 1 SCE-5451 AS REOD. FRAME HEAD 2 1 SCE-5457 AS REOD, FRAME HORIZONTAL/SJLL 3 1- 1--- 8-CIE-- AS REOD, ME HORIZONTAL ----- FRAME 4 j EICE-459 AS REOD. GLAZING STOP 5 BC-5450 AS REOD. FRAME JAMB/MULLION 5A BCE-5451 AS REOD. ALT. FRAME MULLION 56 BCE-452 AS REOD, ALT. FRAME MULLION/HORIZONTAL 6 7-- BCE---5-,430 AS REOD, REINFORCING CHANNEL A- S- -,RE POCKET FILLER OPTIONAL SILL FLASHING 9 SCE-475 AS REOD. SNAP IN COVER, 2-1/2- LONG io 2546 AS READ. GLAZING GASKET AS REOD. SETTING BLOCK AT 1/4- POINTS, DUROMETER 90±5 12 10 X 1-1/4" 2/ CORNER ASSEMBLY SCREWS PHSMS SEALANTS: ALL FRAME CORNERS AND MULLION SEAMS SEALED WITH SILICONE, SEE SEPARATE APPROVAL FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS APPROVAL OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. MATERIAL MANF./SUPPLIE'R/REMARK! 6063-T6 6063-T5 6063-T6 6063-T5 6063-T6 6063-T6 6063-T6 STEEL ASTM A36, Fy=36 KSI MIN. 111111111 11 11 sp- 0 Si, c OF ZORION FL ht... c0 o il-- CN < C, flID drow;ng no. Wl 5-50, 4.500 3.500 i 1,750 s TYR 1(5A,FRAME HEAD/MULLION 3.500 - 372 078 -~ SNAP IN COVER 1.678 078 TYR 1,750 I 875 3,500 to 4.452 -- i2 FRAME SILL 1.6711- , . 078 TYP. 1 I 1.750 i I R 1.096 - 4 I 4.452 FRAME HORIZONTAL 1.937 - i 062 J 875988 v 4 1.575 — 4 GLAZING STOP 1,750-- 085 s T- 078 TyP- 1 4.500 3.500 1.096 828 FRAME JAMBJMLILLION 1.750 095 TYP. I 4.500 1.096 i 845 i i 5 i MULLION/HORIZONTAL 750 fl62 sal i 3.50C -- I 7 r POCKET FILLER 188 STEEL REINFORCING s; 36 KSI MIN. TE 062 .625 i 5.375 — SILL. FLASHING (OPTIONAL) too, 70592 A S"i, c OF ZORID' FL #18363 T12 I drawing no. W15-50 heet 12_of 12,f in 20' Lengths COMB BASE ANGLE/ BASE ANGLE - SUPPLIED FeLd C LIE at OLL BASE GIRT IN 20' LENGTHS Openings 9 CoL IN 10' LENGTHS WALL PNL FIELD CUT AT ALL LOCATIONS AS PEG*D W/O WASH WALL PNL.— LI FINISHED FLOOR-\ FINISHED FLOOR FINISHED FLOOR Of I . I F <-- g 1, E + T+ I,' RAMSET OR EQUAL Not byNOTBY4RAMSETOREQUALManufacturer) MANUFACTURER) X . 4'0-0/C) (Max. 12' from any end) FROM ANY END) MAX. 4'O-O/C) NOTEALLOW J'j GAP BETWEEN BASE OF PANEL (MAX. 12 -NOTE: ALLO. i-t Gap BeEween Base of Ponet MAX. 12' FROM ANY END) AND CONCRETE, NOTET ALLOW V= GAP BETWEEN BASE OF PANEL and Concrete. NOTE: ALLOW i-: GAP BETWEEN BASE OF PANEL AND CONCRETE. AND CONCRETE. FP-L 1-3-11 i BASE CONDITION W/ COMBINATION BASE ANGLE BASE CONDITION WITH BASE GIRT BASE CONDTITION WITH BASE ANGLE BASE CONDITION WITH BASE CHANNEL INSIDE CLOSURE WALL PANEL AT 12-0/C 7' ROOF PNL. TAPE SEALANT W/ O WASH R Cl PP) CLOSURE _-----OUTSIDE CLOSURE WALL PANEL (CAD, AL.) OUTS I DE (TYP) TREAll, EACH GIRT BETWEEN EACH I' TERKOIATE GIRT 2) If GIRT SPACE IS CREATE;? THAN 6'0' (TYP.) CONDITION AT EAVE WITHOUT GUTTER 7- 4- TYPICAL WALL PANEL LAP STANDARD RAKE CONDITION OR EAVE FASCIA GIRT F2), 1 4"SO' AND IT, A BASE Ac. i JOE OF MAJOR MATCH IWALL— WALL PANEL TRIM FLOOPGENERAL 1`107ESMEMBER AND I BLOCK GIFTS TO 'LEVEL' POSIT JON BEFORE STARTING F AN(il. EPEC71ON STITCH FASTENERS DS 12 PURL] N NL.j AD PL RE EN ALL PNL MAINTAIN BLOCKING UNTIL PANEL 10 SIRLiCTURAL FASTENS;?, APE INSTALLED I 2 ALIGN AND PLUMB FIRST WALL PAWL WITH ROOF PAWL, (AEF, PL149) MATCH WALL 3 70 PREVEN *OlL-CANNiNG% ALI PANEL FASTENERS SHOULD START FROM BASE MATC WALL— MEMBER AND ANGLE AN07SECURED TO EACH STRUCTURAL GIRT TOWARD EAVE. MEMBEMP AND S T STITCH FASTENERS4THE f IS A PLUS OR MINUS TOIE NCE WILT INTO THE KIRBY WALL PANEL. 'RCT- STITCH FASTENERS _F P L 1 9) MEAR JBEGINNiNGATINESTEELLINEWITH 'KP' PANEL) TRIM (REF. PL149) (REF. PL149) ALONG T BASE ANGLE TO CHECK DIMENSIONS GAINED OR LOST MiNG STEEL DION MST BE EVEN FOOTAGE BUILDING LENrTH 7 A I M 5 ERECTION CREW AN ALL ALL PANELS BE; M LEAVIwl JOBS47E STAINiNG. OF ROOF WISH THIS SHALL BE COME AT THE ENO OF fACH DAY I WALL PANEL UP TO 2i' MAX. 1461 JPLI 4 BUILDING LENGTH KIRBY RIB I I WALL PANEL FASTENER LAYOUT IPL1 441 INSIDE CORNER TRIM WITH KIRBY RIB KIRBY RIB 11 CORNER TRIM DETAIL "t-7 KIRBY RIB Il CORNER TRIM DETAIL REVISIONS I MADE -NECKEj DATE I ENSR I DATE NO. REVISIONS MACE CHECKED DATE _ ENCR DATE SCALE NONE DATE DRAWN By, JED 1-7-05 KIRBY RIB 11 WALL PANEL KirW0 i i 1 i i J L_________-------------------------------------------------------------------------------------------------- Ir BASE CHANNEL - SUPPLIED I I I COMB. BASE ANGLE/ I TRIM (CBT)-SUPPLIED $ 1N 10' LENGTHS I BASE ANGLE - SUPPLIED IN 20' LENGTHS I FIELD CUT AT ALL IN 20 LENGTHS § FIELD CUT AT ALLCUTAT I I OPENINGS & COL. BASE GIRT FOPENDINGS & COL. LOCAT IO 5 ASROEO'D I I WALL PNL. LOCATIONS AS REO'D WALL PNL. LOCATIONS AS REQ D IWALLPNL. 12 X 1i"505 I 12 X 1}'SDS -12XI4-SDS WALL PNL. W/O WASH (12-0/C) W/O WASH (12-0/C) ( 1' DASH 12 X W SD_S I C1"0"D/ H W/0 WASH (12 0/C) FINISHED 3 FINISHED FLOOR 9i 4O FINISHED FLOOR FLOOR I FINISHED FLOOR. .:;, ,,, ,-. I + i RAMSET OR EQUAL L A° A r .,.,... x A. j i RAMSET OR EQUAL NOT BY A A 1 (NOT BY d" RAMSET OR EQUAL MANUFACTURER) J (MAX, 4'0-0/C) 1} MANUFACTURER) IY s MANUFACTURER) MAX. 12- FROM ANY END) ti._J (MAX. 4OO/) C) 1}- I ( MAX. 12_FROM ANY END) u...l (MAX. 4'0"0/C) I NOTE, ALLOW }-r GAP BETWEEN BASE OF PANEL .NOTE: ALLOW } x GAP BETWEEN BASE OF PANEL (MAX. 12" FROM ANY END) I AND CONCRETE. .NOTE: ALLOW i". GAP BETWEEN BASE OF PANEL AND CONCRETE. -NOTE: ALLOW }". GAP BETWEEN BASE OF PANEL I I P L 1 2 7 AND CONCRETE. AND CONCRETE, I PL129 PL1 30 PL131 I I BASE CONDITION W/ COMBINATION BASE ANGLE BASE CONDITION WITH BASE GIRT BASE CONDTITION WITH BASE ANGLE BASE CONDITION WITH BASE CHANNEL I I 12x1 WASHERINSIDE CLOSURE I W/D (TYP-) TAPE SEALER REO"D #12 X l }- ZAC I PANELSIDELAPS / AT EAYE STRUT TOP AND BOTTOM ISAVE TYP.) ai4 X ZAC AT 4 O/C I 12xt i'SDS WALL PANEL AT 12SEALANT7- I j u,o WASHER. ROOF PNL. I Ai EACHGIRTW/ TAPE SSEAL TYP.) ROOFPNL. TO CLH all X 1}- SDS RAKE I 114x{'SOS W/ O WASH FASCIA o I W/O WASHER (1 ' 0'O/C) CRF) -tY I BETWEEN EACH , GIRT ( TYP AT # 12X1}-SDS RAKE CHANNEL — / I ACH SIDELAP) m INSIDE CLOSURE W/O WASHER CLOSURE I GIRT WO - O/C) TRIM (CLH) a12 X l SDS I 74 _---------------- 914 XV SDS W/O WASHER I GIRT - #14XrW/O WASHER (12 0/C) I 14x3'sos SIDS W/0 WASHER PURL3N (12"0/C) u/0 WASHER _ I I {2) BETWEEN (1 0 O/ C) A•12X 37 SDS I SASE AND7'4' W/O WASHER WALL PNL. PAVE STRUT I GIRT (TYP AT WALL PANEL INSIDE ( CAD. PL.) f ACH SIDEUP) ( TYP) CLOSURE I ENDWALLPNL. I PL 155 PL400 72x,i 5D5IW/D WASHERATBASEPL404 1 TYP.) STANDARD RAKE CONDITION I FIN. CONDITION AT EAYE WITHOUT GUTTER OR EAYE FLOOR \ TYPICAL WALL PANEL LAP WITH KIRBY REVERSE ROLL WALL PANEL FASCIA WITH KIRBY REVERSE ROLL WALL PANEL I GENERAL NOTES: 1. BLOCK GIRTS TO 'LEVEL' POSITION BEFORE STARTINGPANEL ERECTION, I MAINTAIN BLOCKING UNTIL PANEL 70 STRVCTUQAL FASTENERS ARE INSTALLED. I 2. AL 1GN AND PLUMB FIRST WALL PAKL WITH ROOF PAM£L FIELD CUT PANEL I 3. % PREVENT "OIL - CANNING', ALL PANEL FASTENERS SHOAD START FROH BASE AS REQUIRED (USE CUT I ANGLf AND SECURED TO EACH STRUCTURAL GIRT TOWARD EAYE. PORTION AS A SPACER) I I 4. IIHREISAPLUSORNIWSTOL£RENC£ BUILT INTO THE KIREIY REVERSE ROLL PANEL, I N£AStAE AND MARK 35-0/C (SEG)WHING AT THE STEEL LINE WITH 'KRP' PANELJ LLOAM. THE BASE ANGLE 70 CHECK O1NE N530N5 GAINED OR LOST W/R7NO INSTALLATION, J I 5, fOUNDAl3aN MUST BE SWAPE,LEVEL, AND CORRECT TO THE OUT TO OUT I " M T B I57EfL Di ME NSIONS. TRIM I B. ERE CT;ON CREW IS TO CLEAN ALL WALL PANELS BEFORE LEAVING J-SITE. MATCHZ 1. ALL METAL SHAVINGS OCCUAIW AS A RESULT OF DRILLING OPERATIONS ON THE I POP RIVET j x ROOF ARE 70 BE RE NOVEO IN SUCH A nAMER AS TO PREVENT OAMAGE OR MEMBER APOP RIVET S I ( 2'0" O/C) i I1 STAINING Of ROOFFINISH. STHIs SHALL BE DOE AT THE END OF EACH DAY.) SCREWS1 f TO DETAI (2' 0" 0/C) I .f` MATCH WALL MEMBER AND p I WALL PANEL I CORNERSTITCHFASTENERSi I MTIC) I (REF. PL453) PL453 I I I I SHORt LEG oN TOP w 'KRP WALL ERECTOR NOTE: ' KRP' . F IELO CUT WALL PANEL LOW, LEG ON PANEL TO BE LEADING EDGE. (IF RE Q Di j CORNER TRIM tMTC) I I Ii I3 KRP' PNL. I I I FIELD CUT PANEL AS RE OU IRE0 1 I PL 4 3 9 AS CUT PORTION AS A SPACER) PL442 IKIRBYREVERSEROLL WALL PANEL I FASTENER LAYOUT CORNER TRIM DETAIL WITH I KIRBY REVERSE ROLL WALL PANEL INSIDE CORNER TRIM DETAIL WITH KIRBY REVERSE ROLL WALL PANEL I REV351 DN5 MADE CHECKED DATE ENGR GATE NO. REvlS1CN5 nAa£ HECKE DATE ENGA DATE SCALE NONE DATE I K i DRAWN By; Ea KIRBBASICERECTION 7-e-Os Y REVERSE ROLL WALL PANEL I J CK D BY: RE 1-12-05 BU3L03 NC SY57E KRP) aYHSIOW v ssx:ATeo aRLc, Ac ssTE. Ham. I I DSGN APR BY: DRAWING NUMBER ' KRP- 1 • O D 1 i L----------------------------------------------------------------------------------------------------------- F------------------------------------------------------------------------------------------------------------- ease Channel. - SUPPL,ed COMB BASE ANGLE/ BASE ANGLE - SUPPLIED FieLd Cut IDE oLL Openings & COL. TRIM 'CCBT)-SUPPLIED BASE GIRT IN 20' LENGTHS Locations as req'd IN 10' LENGTHS WALL PNL FIELD CUT AT ALL FIELD CUT AT ALL OPENINGS & COL. W/o WASH (12-0/C) SHED FLOOR FINISHED FLOOR AN /— FINISHED FLOOR OR EOUAL Romsec or equal. MAX 4'0'0/C) IFINOTE, ALLOW i-t GAP BETWEEN BASE OF PANEL ( MAX. 12' FROM ANY END) ( Mox. 2' From any end) MAX12" FROM ANY END) AND CONCRETE, ToNOTE, ALLOW Vi GAP BETWEEN BASE OF PANEL IFINOTE, A L L 0. IT'i Gap Between Base OF Panel - NOTE: ALLOW V: GAP BETWEEN BASE OF PANEL AND CONCRETE. and Concrete. BASE CONDITION W/ COMBINATION BASE ANGLE BASE CONDITION WITH BASE GIRT BASE CONDTITION WITH BASE ANGLE BASE CONDITION WITH BASE CHANNEL TAPE SEALER RED 0 1 AT 4'O/C WALL PANEL AT 12-0/C 7 ROOF PNL. TAPE SEALANT PANEL 5 1 DE ITT, . 12 X I -SDS FW R Ov Ou F P IN L . E0. 4'27111T (1 0' O/C) (PF A CLOSURE OUTSIDE CLOSURE RAKE CHANNEL T WALL PANEL (CAD, PL.) W' O WAS. OUTSIDE (TYP) 2) BETWEEN III AND B9TTOM 7 ROOF EACH SIDELAP) AT SASE CONDITION AT EAVE WITHOUT GUTTER TYPICAL WALL PANEL LAP STANDARD RAKE CONDITION OR EAVE FASCIA GENERAL NOTES, 3 10 Z AZDT OIL— ING'. ALL PANEL FAST WERE SHOFJL0 SIAPT FPOM BASE THERE IS A F-S OR HimiIS TOLEPINFE EFrIL7 INTO THE XIAEI WALL PANEL PANEL) ALONG. THE SASE ANGLE TD CHEI:K DINEWEIDIVE GAINED LOST PECI I INN PEW IS TO CLEAN ALL — PANELS SEF LEAFING JIOI?-SIlE, STAI N ING Of ROOF FINISH i THIS SNALL OF DONE AT THE 6AID OF EA DA— MEMBER AND STITCH TRIM SCREWS ( REFER MATCH WALL MATCH WALL TODETAILPI-153) MEMBER AN. STITCH CORNER TRIM MEMBER AND REWS MA H WA ITCH _OR E BE 'C . L Ll SCCORNER WALL PNL.—/ TRIM KIRBYWALL i i WALL PANEL KIRBY WALL PANEL FASTENER LAYOUT| KIRBY WALL CORNER TRIM DETAIL KIRBY WALL CORNER TRIM DETAIL| I INSIDE CORNER TRIM WITH KIRBY WALL| REVISIONS MAO, ENGQ DATE DATE ENGR I DATE SCALE NONE DATEDRAWN | LL | BY; | i | L_--- ___________________-_____________________________________________________________________________________ J Johnson, JoAnn From: Johnson, JoAnn Sent: Wednesday, August 03, 2016 8:17 AM To: Dean Shoemaker Subject: 3065 Mellonville Ave refund Dean, I recalculated the factory portion of the police and fire impact fees for the overcharge. We calculated the Police refund to be $307.42 and the Fire Impact refund to be $245.28 for a total credit of $552.70 Thank you. JoAnn M. Johnson Building & Licensing Coordinator Building & Fire Prevention Division City of Sanford 300 N. Park Avenue Sanford, FL 32771-1244 Phone: 407,688.5057 Fax: 407,688.5152 Joann. iohnson(&,sanfordfl. aov www.sanfordfl.j4ov 41A A N'4 it, f4e, tr J 4 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: DocumenJiConstruction Value: Job Address: 3065 MELLONVILLE AVE SANFORD, FL 32773 Historic Dist iet. Yes No Parcel ID: 06-20-31-300-0010-0000 Residential Commercial Type of Work: New RX Addition 11 Alteration 11 RepairEl Demo[] Change of UseEl Move Description of Work: Construction of a pre-engineered metal building along with related site work. Plan Review Contact Person: Kyle Nichols Phone: 407. 322.3103 Fax: 407.322.1205 Title: Project Manager Email: kyle@shoema kerconstruction, net Property Owner Information Name Sanford Airport Authority phone: 407,585,4017 Street: 1200 Red Cleveland Blvd. City, State Zip: Sanford, FL 32773 Resident of property? : No Contractor Information Name Shoemaker Construction Company, Inc. Phone: 407.322,3103 Street: 2525 Old Lake Mary Road Fax: 407.322,1205 City, State Zip: Sanford, FL 32773 State License No.: CGC1510423 Architect/Engineer Information Name: DIdesign Services, Inc. Street: 913 North Nova Road City, St, Zip: Holly Hill, FL 32117 Bonding Company: Merchants Bonding Co. (Mutual) Address: 2100 Fleur Drive Des Moines, IA 50321 Phone: 386- 255-6987 Fax: 386- 255-6989 E-mail: dsmith@djdesigninc.com Mortgage Lender: Address: N/ A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application 6- p NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your pen -nit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A k July 11, 2016 Signature ofOwner/Agent Date Signature q ConteVi-Agent Date T)iCA-41e-- Print Owner/Agent's Name Signature ol'Nota'r LORI A W Notary Public y Comm. Expires 201 had#d TWftgh National c,,ok4iy Owner/Agent is Personally Known to -I or Produced ID Type of If)- Alan Dean Shoemaker President F.It CZ—t1;1ctor/,)--ent's Noah// If r / / eLcx July 11, 2016 of gotary- State of Florida Date KYLE J. WOOLS Waty PvW - $ to of NOW# Commission 0 FF 962711 My Co". EKOM F$b 3. 2M BELOW IS FOR OFFICE USE ONLY Permits Required: Building ElectricaIE] MechanicaIE] Plumbing[] Construction Type: Vt6 Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: YesFJ Non APPROVALS: ZONING: ENGINEERING: COMMENTS: to Me or Gas[] Roof [] Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: YesE] NoE] UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Peru it Application C00STRUCT 1 01N Proposal For: Hill Dermaceuticals, Inc. 2650 South Mellonville M, " i' . ...... Sanford, FL 32773 Phone: 407-323-1887 Project: New 19,311 Square Foot Building July 12, 2016 Our proposed scope of work includes labor and materials (unless otherwise noted) for the following items: Item Description General Conditions Architectural & Structural ineering Plans Site Civil & Landsca in Plans Surve in Site La out & As -Built Soil & Concrete Tes tln Tem ora Toilet Fence Water Power &Rentals Construction Dum stern &Periodic Site Supervision & Project Management Payment &Performance Bond (R Mechanical, Electrical and Plumbi sired By Alr ort) Plans (MEP Plans) General Conditions Total: Governmental Fee Allowances Direct_Pa r!lqnt By pWqer C! Building Department Fee Printout & Notice of Commencement Ci Site Permit 10% Contin enc Fee- Possible Fixture Count Chan es Governmental Fee Allowances Total: Site Work Price IL9 00.00 1500000 1020000 200.00 9,400.00 7,,200.00 56 700 00 14L300.00 Not Included 149,700.00 32.00 800.00 24820.00 1M_00-0Q 10 52500Z 61700.00 73,877.00 Water MeteE_(2" In Size). t900.00 Lot Clearing 7000.00 Earthwork 105000.00 Sanitary Sewer Line &Tap 8300.00 Potable Water Line ,& Tap 4f700.00 Type D Curb & (2) Flumes 10,980.00 Concrete Parkin q Lot, Truck Well & Railings 158,000.00 StrOes, Signs & Parkinq Bumpers 5780.00 Fire Line For Fire SpT!nklers 13,800.00 Fire Hydrant -___ 5,100.00 P.O. BOX 1885 SANFORD, FL 32772-1885 TELEPHONE: 407,322,3103 FACSIMILE: 407,322,1205 WWW.SHOEMAKERCONSTRUCTION.NET LICENSE CGC1510423 Site Work Continued)______ Well, Pump & Irri 20,400.00 LanclscapinqAllowance 2500000 Bahia Sod 8L280.00 7j800.00 Bollards 8 Each 4000.00 Site Work Total: L-3185 040.00 Monolithic Slab & Foundation Leg., Termite Treatment Va ar Barrier Wire Mesh & Concrete 121 600.00 Monolithic Slab & Foundation Total: 121 6 0000 Buildin Shell Metal -Bui(din R30 Roaf Insu!a tionRO Wall Insulation & Ext Doors 255 000.00 Overhead Doors & Mechanical Dock Ede 15100.00 Mason Knee Wall 13500.00 9) Storefront Windows & (1) Storefront Door With Sidelights Fire Sprinklers 111000-00 30500.00 Building Shell Total:_ 333,380.00 Interior -Build Out rr FramiN & D wall 157,843.00 Interior Wall Insulation 11760.00 Ceilinq Tie_ & Grid 14570.00 Fireproof Caulking 1 180.00 Interior Hollow Metal Doorst Frames & Trim 30 200.00 Paintin 34730.00 Bathroom Partitions, AccessoriesL MirrorsL Shower Doors & Sh tivin161220.00 Cabinet 20 800 00 Ceramic Tile Shower (1 Total) 1j860.00 Flooring& Warehouse Sealer Allowance 45 000.00 Final Clean L 1700.00 Interior Build Out Total: 335 863.00 Grand Total: 139940.00 Excludes: Additional Governmental Fees Fire & Security Alarm Mechanical, Electrical & Plumbing Plans & Work Resinous Flooring Builders Risk Insurance (Add $6,200.00) Building Signage Power Company Fees (If Any) Alan Dean Sh6emalter, President Client's Signature Date Shoemaker Construction Company, Inc. This proposal may be withdrawn by Shoemaker Construction if not accepted within 30 days of the date at the top of the proposal. 1)k--) n - 1cf Cat 57 () W M'e-dAll () I ue, City of Sanford Impact Fees and Effective Dates Recreation Impact fee applies to all residential properties at a per unit rate: $1.075.48 Eff 9.1.15 Unified Police and Fire Impact Fees and their Effective Dates RESIDENTIAL UNIT POLICE Effective FIRE Effective Single Family Dwelling Unit Dwelling Unit 374.90 8.17.15 373.91 8.17.15 Multi -Family (2DUs and above) 374.90 8.17.15 280.43 8.17.15 INDUSTRIAL 1 15 Y- l5-3 - I ( V x 5.3 .30 Industrial - Manufacturing 1,000 sq. ft. 1,000 sq. ft. 1,000 sq. ft. 1,000 sq. ft, 1,000 sq. ft. 11000 sq. ft. Bed 153.71 11.16.15 153.30 11.16,15 Warehousing 97,47 11.16.15 97.22 11.16.15 Mini -Warehousing 71.23 11.16.15 71.04 11.16.15 INSTITUTIONAL All Educational/Day Care Center 266.18 8,17.15 265.48 8.17.15 Church 131.22 8.17.15 130.87 8.17.15 Hospital 202A5 8.17.15 201.91 8,17.15 Nursing Home/ALF 192.44 11.16,15 191.93 11.16.15 7 k 6 , - 2 Z/OOFFICE Office 1,000 sq, ft. 1,000 sq. ft. 258.68 8.17.15 258.00 8.17.15 Medical Office/Clinic 468.63 8.17.15 467.39 11,16.15 RECREATIONAL Movie Theater 1,000 sq. ft. 1,000 sq, ft. 1,000 sq, ft. 194.95 8.17.15 194.43 817.15 Racquet/Tennis 284.92 8.17.15 284.17 8.17.15 Health/Fitness 663,57 817.15 661.82 11.16.15 RETAIL Retail 1,000 sq. ft. 1,000 sq. ft. 1,000 sq. ft. 1,000 sq. ft. 1,000 sq. ft. 1,000 sq. ft. 1,000 sq. ft. Per Pump 1,000 sq. ft. 1,000 sq. ft. 63733 8.17.15 635.65 11.16.15 Pharmacy - Drugstore 1,094.71 11.16.15 1,091.82 11.16.15 Nursery - Garden Center 828.53 11.16.15 826.34 11.16.15 Automobile Care, Center 254.93 8.17.15 254.26 8.17.15 Car Sales 449.88 8.17.15 448.69 11.16A5 Supermarket 1,09431 11.16,15 1,091.82 11,16.15 Convenience Market - No Gas 2,031.96 11,16.15 2,026.59 11.16.15 Service Station 652.33 11.16.15 650.60 11.16.15 Restaurant - Non -Fast Food 1,743.29 1 11.16,15 1,738.681 1 .16.15 Fast Food Restaurant w/Drive Thru 3,535.31 1 11,16.15 3,525.97 11.16.15 I ITRANSIENT Hotel/Motel Per Room 832 8.17.15 1 $ 108.43 8.17.15 NOW 15. x 13. x 00 15 71 7 15>71 20M.65 170. x 7- x 0. 125- 25068 11,250. 0. 5TO-76 200>65 + Cj! 0. 507Lo 7. 6 + + 1 9 53-4 x AS - A 125. 15- x A675- 153-3 T2.9 x ST-T O. 1 a r?94 - 32 o. 4109 0. 21,250 + 307-42 + 557 * joy' 253- 0, 245-29 1 R 906- x 20- % 361-2 * 10575. + 12A92- 1,039-6 + o. THIS INSTRUMENT PREPARED BY: Name: Kyle Nichols Address: Shoemaker Construction Co., In E,QJ30 1 1 19779.lAkr, NOTICE OF COMMENCEMENT State of Florida County of Sernin le, Permit Number: 7o — lqo Parcel ID Number: Hdz' N I I," iJ i I 0U11 1 tj! 11 1 11JIJI t I 1 G L I I I' 06-20-31-300-0010-0000 The undersigned hereby gives notice that improvement will be made, to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement, DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Orlando Sanford International -Airport 1065 K/Iollf-in%tilla Ave., qnnfnrri PI 39773 GENERAL DESCRIPTION OF IMPROVEMENT: Construction of a new pre-engineered metal build OWNER INFORMATION: Name: Sanford Airport Address: 1200 Red Cleveland Blvd., Sanford, FL 32773 Fee Simple Title Holder (if other than owner) CONTRACTOR: Name: Shoemaker Construction C N/A Inc. AddressP.O. Box 1885, Sanford, FL 32772-1885 along with related site wo 7— Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Diane Crews, Sanford Airport Authority Address: 1200 Red Cleveland Blvd., Sanford, FL 32773 In addition to himself, Owner Designates Kenneth Wright of Shutts & Bowen LLP (407,423.3200) To receive a copy of the Lienor's Notice as Provided in Section 713,13(1)(b), Florida Statutes, Expiration Date of Notice of Commencement (The expiration date is I year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713,13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. s Owner' s Signature Owner's Printed Na6e Honda Statute 713.13t1)(9) "The owner must Sign the notice of commencement and no one else may be pennitted to sign in his or her Stead,' State of County of SAncun'CLL The foregoing Instrument was acknowledged before me this day of 2_0_1 (9 by Cot> Who is personally known to me Name of person making statement OR who has produced Identification El type of identification produced: WWI 4 HI N( Aafyllublic-S todolida Iy Conlln, b'Xpire,; t, 2017 qn-"'ro 17 I JUL 14 2016 CITY OF SANFORD f BUILDING & FIRE PREVENTION Y:A - PERMIT APPLICATION Application No: 19(p Documented Construction Value: $ _( b_47- a. Qca Job Address: 3065 MELLONVILLE AVE SANFORD, FL 32773 Historic District: Yes No El Parcel ID: 06-20-31-300-0010-0000 Residential Commercial Q Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of a pre-engineered metal building along with related site work. Plan Review Contact Person: Kyle Nichols Title: Project Manager Phone: 407.322.3103 Fax: 407.322.1205 Email: kyle@shoemakerconstruction.net Name Sanford Airport Authority Street: 1200 Red Cleveland Blvd. Property Owner Information Phone: 407,585.4017 Resident of property? : No City, State Zip: Sanford, FL 32773 Contractor Information Name Shoemaker Construction Company, Inc. Phone: 407.322.3103 Street: 2525 Old Lake Mary Road Fax: 407.322.1205 City, State Zip: Sanford, FL 32773 State License No.: CGC1510423 Architect/Engineer Information Name: DJdesign Services, Inc. Phone: 386-255-6987 Street: 913 North Nova Road Fax: 386-255-6989 City, St, Zip: Holly Hill, FL 32117 Bonding Company: Merchants Bonding Co. (Mutual) Address: 2100 Fleur Drive Des Moines, IA 50321 E-mail: dsmith@djdesigninc.com Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. t certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. o7-la - rL Signature of Owner/Agent Date b I A ne H . C.t' e-vJ s Print Owner/Agent's Name 1-1W LORI A HU" " Notary Public - S; to Florida My Comm. Expires Feb 7, 2017 Commission # EE %2643 Bonded Through National iwary Assn. ag",4-, July 11, 2016 Signature itont r/Agent Date Alan Dean Shoemaker, President Print C itractor/Agent's bh t/ July 11, 2016 of otary-State of Florida Date KYLE J. NtCNOIS Notary Public • State of FlorWa Commission * FF 952711 My Comm. Upint Falb 3. 2020 Owner/Agent is ' ' Personally Known to Me -or G intf' , „ °',Q' ",„,{ij own to Me or Produced ID - Type of -III,. Produced w Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes NO # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIE . """ WASTE WATER: FIRE: BUILDING: Revised: June 30, 201 S Permit Application BP251I03 CITY OF SANFORD 8/02/16 t Application Tracking Action Log Inquiry 13:05:54 Application . . . . . . . . 16 00001969 Addkess . . . . . . . . . . 3065 MELLONVILLE AVE Application type . . . . . . NEW OFFICES, BANKS, ETC. Revision/Path/Step/Seq/Agency: 1 A 01 00 UTIL UTILITY DEPARTMENT Action date . . . . . . . . : 8/01/16 Action type . . . . . . . . : PRC PLAN REVIEW COMPLETE Action by . . . . . . . . . : RB RICHARD BLAKE Time spent . . . . . . . . . : .80 Date/Time/User added . . . . : 8/01/16 13:26:25 BLAKER Comments Print August 1, 2016 1:24:48 PM blaker. Y Revised impact fees (plumbing plans were resived). Y Wat,,er impact fees $8, O . 00 Y Sewer impact fees $18,150 Y 1. Bottom Press Enter to continue. F3=Exit F8=In/Out Status F12=Cancel 0 DEVELOPMENT FEE WORKSHEET CITY OF SANFORD P.O. Box 1788 Sandford, FL 32772-1788 Project Name: JAil\ Permit#. Owner/Contact Person: Date: Address: 30koS' Mek[u\v_,tJe, Lf_ Phone: Type of Development: Total Bldg /units RESIDENTIAL. 8 SingeI Family NON-RESIDENTIAL Commercial LOCATION City ResidentBountyMulti -Family Industrial Type of Utilities: WATER F_JInd. 3/4" MOO is# Agoo 1.5" Rap IM 211 76 METER: Master Tap 0JL0 100 [Tap 115-0 RTap kq.36HMeterSuppliedbyContractor SEWER F-14ft depthEJ4.5 - 6ft depthF--16.5 - l0ft depth r--1>10ftdepth -[]ByContractor TAPS: 11,000 1,600 3,600 $ at cost Existing Tap RECLAIM Ind. Ind. PAOO lotn$00 1.61 2" $976 METER: Master 3/4" Tap $100 []Tap M-0 Rap U6_0 Rap $636HMeterSuppliedbyContractor COMMENTS: WATER SYSTEM IMPACT FEES (Equivalent Residential Connection (ERC) - 300 gallons per day (GPD) RESIDENTIAL 1,343.00 /unit Single or Multi -Family Structure with Three (3) or more bedrooms (300GPD) 1,007.26 /unit Mobile Home or Multi Family Structure with LESS THAN Three (3) bedrooms Estimated usage for such family units on average requires only 225GPD of water and sewer services. COMMERCIAL 1,343.00 /ERU Fixture Unit Schedule from Southern Plumbing Code will be used. One ERU Will be assessed for connection & up to twenty (20) Fixture units. Projects with greater than twenty (20) Fixture Units shall be assessed In quarter fractions (0.25) based on the first ERU. Example: Twenty-five (25) fixture units will be rated as 1.25 ERU: twenty-six (26) fixture units will be rated 1.5 ERU. 270 gallons per RESIDENTIAL E3,026.00 /unit Single or Multi -Family Structure with Three (3) or more bedrooms (3000PD) 2,268.76 /unit Mobile Home or Multi Family Structure with LESS THAN Three (3) bebrooms This Is based on judgment/assumption, that such family units on average require 75% of water and sewer service of an average single family unit COMMERCIAL- Industrial - Institutional 3,025.00 /ERU Fixture Unit Schedule from Southern Plumbing Code will be used. One ERU will be assessed for connection & up to twenty (20) Fixture units. Projects with greater than twenty (20) Fixture Units shall be assessed in quarter fractions (0.25) based on the first ERU. Example: Twenty-five (25) fixture units will be rated as 1.25 ERU: twenty-six (26) fixture units will be rated 1.5 ERU. FEE SUMMARY Water Impact Fees $ 1 007-05-Water Meter$ Sewer Tap $ Re DI Meter $ Sewer impact Fees $,91T.75_MeterTap $ Street Cut $ Met Tap 1Other $ Road Bore $ A R0 ore) Jgri?Lure -11tillty Director or Engineer Date r___ I-=- DEVELOPMENT FEE WORKSHEET (Continued) CITY OF SANFORD P.O. Box 1788 Sanford, FL. 32772-1788 TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS FIXTURE TYPE DRAINAGE FIXTURE UNIT VALUE AS LOAD MINIMUM SIZE1OFTRAPinches Automatic clothes washers, commercial a 3 2 Automatic clothes washers, residential 1 2 2 Bathroom group consisting of water closet, lavatory, bidet and bathtub or shower 6 n/a Bathtub (with or without overhead shower or whirlpool attachments) (b 2 1 112 Bidet 2 1 1/4 Combination sink and tray 2 1 1/2 Dental Lavatory 1 1 1/4 Dental unit of cuspidor 1 1 1/4 Dishwashing machine domestic c 2 1 1/2 Drinking fountain i ! 1 1/2 1 1/4 Emergency floor drain 0 2 Standard Floor drains (a 2 Footnote a) Kitchen sink, domestic a 2 1 112 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 1 1/2 Laundry tm 1 or 2 compartments) 2 1 112 Lavatory I t = 7 1 1 1/4 Shower compartment, domestic l 2 2 Sink a I 1 2 1 112 Urinal t 4 Footnote d Urinal 1 gallon per flush or less 2e Footnote d Wash sink circular or multiple) each set of faucets 2 1 112 Water closes, flush-o-meter tank, public or private 4c Footnote (d) Water closetprivate installation 4 Footnote d} Water closes, public Installation , x (. 6 Footnote (d} t For SI: I inch - 25.4 nun, I gallon = 3.785 L. a) For traps larger than 2 inches, floor sinks and trench 4e drains use Table 709.2. (Add one fixture unit value (per trap size) for every 10ft of trench drain) b) A showerhead over a bathtub or whirlpool bathtub attachments does not increase the drainage fixture unit value. c) See section 709.2 through 709.4 for methods of computing unit value of fixtures not listed In Table 709.1 or for rating of devices intermittent flows. d) Trap size will be consistent with the fixture outlet size. e) For the purpose of computing loads on building drains and sewers, water closets or urinals shall not be rated at a lower drainage fixture unit unless the lower values are confirmed by testing. TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS COMMERCIAL — INDUSTRIAL — INSTITUTIONAL FEE CALCULATION: Total ERU(s) : Total F.U. „13 ;Z divide by 20 =47 ERU(s) Water Impact Fee: §IMI x .75_ ERU(s) = $ ` 6 4 57. y 9r Sewer Impact Fee: $3025 x ERU(s) = $ c T C; 13 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: July 21, 2016 Pro*ect: New Building Contact Person: Kyle Nichols Job Address: 3065 Mellonville Avenue Contact Phone Number: Application Number: 16-1969 Contact E-mail: kyle@shoemakerconstruction.net Contact Fax Number: ARCHITECTURAL 1. Cover sheet increase building area. Submit actual calculations for area increase as per section 506 Florida Building Code. 2. No submittals for Florida Product Approval numbers FL4837.2 and FL4901.1 siding and metal roofing. STRUCTURAL 1. No comment. MECHANICAL 1. No comment. PLUMBING 1. No comment. ELECTRICAL 1. No comment. Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen(!-7.)sanf6rdfl.gov. Respectfully, Joy Deen, Plans Examiner JUL 14 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ t)f± 4zo: oo Job Address: 3065 MELLONVILLE AVE SANFORD, FL 32773 Historic District. Yes 0 No M Parcel ID: 06-20-31-300-0010-0000 ResidentialEl Commercial M Type of Work: New El AdditionEl AlterationEl Repair D Demo 11 Change of UseEl MoveE] Description of Work: Construction of a pre-engineered metal building along with related site work. Plan Review Contact Person: Kyle Nichols Title: Project Manager Phone: 407.322.3103 Fax: 407.322.1205 Email: kyle@shoemakerconstruction.net Property Owner Information Name Sanford Airport Authority Phone: 407.585.4017 Street: 1200 Red Cleveland Blvd. City, State Zip: Sanford, FL 32773 Resident of property?: No Contractor Information Name Shoemaker Construction Company, Inc. Phone: 407,322.3103 Street: 2525 Old Lake Mary Road City, State Zip: Sanford, FL 32773 Fax: 407.322.1205 State License No.: CGC1510423 Architect/Engineer Information Name: DIdesign Services, Inc. Phone: 386-255-6987 Street: 913 North Nova Road Fax: 386-255-6989 City, St, Zip: Holly Hill, FL 32117 E-mail: dsmith@djdesigninc.com Bonding Company: Merchants Bonding Co. (Mutual) Mortgage Lender: Address: 2100 Fleur Drive Address: Des Moines, IA 50321 N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction, I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Sth Edition (2014) Florida Building Code Revised: June 30,2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Ar c7- la - I I, Signature of Owner/Agent Date Print Owner/Agent's Name 01A (. ".-1 -\\-I( Signature of 0 LORI A H(1- Z Notary Public - S Florida K My Comm, Expires FG-b 7. 2017 Commission # EE F 62643 Bonded Through National votary Assn. July 11, 2016 Signature jf'&nt&iAgent Date Alan Dean Shoemaker,, President Print CT—rwtor/Awenvs ?/ If July 11, 2016 of Florida Date KYLE J. MC"OLS Notary Public - State of Florida Commissiori 0 FF 952711 My Comm]. Expires Feb 3, 2020 Owner/Agent is %A-' Personally Known fo N4eor C%n=A==;:;Tj;D;RV*own to Me or Produced ID Type of ID-. Pro used — — —Type of rb. BELOW IS FOR OFFICE USE ONLY Permits Required: Building 0 ElectricalEl MechanicalEl PlumbingF] Gas[] RoofE] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes [:] NoF] APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES:. FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes [] No F1 WASTE WATER: 0611116311M Revised: June 30, 2015 Permit Application JUL 14 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / Documented Construction Value: $ (";_' : 4)t3 Job Address: 3065 MELLONVILLE AVE SANFORD, FL 32773 Historic District: Yes No Q Parcel ID: 06-20-31-300-0010-0000 Residential Commercial Q Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of a pre-engineered metal building along with related site work. Plan Review Contact Person: Kyle Nichols Title: Project Manager Phone: 407.322.3103 Fax: 407.322.1205 Email: kyle@shoemakerconstruction.net Property Owner Information Name Sanford Airport Authority Phone: 407.585.4017 Street: 1200 Red Cleveland Blvd. Resident of property?: No City, State Zip: Sanford, FL 32773 Contractor Information Name Shoemaker Construction Company, Inc. Phone: 407.322,3103 Street: 2525 Old Lake Mary Road Fax: 407.322.1205 City, State Zip: Sanford, FL 32773 State License No.: CGC1510423 Architect/Engineer Information Name: DJdesign Services, Inc. Phone: 386-255-6987 Street: 913 North Nova Road Fax: 386-255-6989 City, St, Zip: Holly Hill, FL 32117 E-mail: dsmith@djdesigninc.com Bonding Company: Merchants Bonding Co. (Mutual) Mortgage Lender: N/A Address: 2100 Fleur Drive Address: Des Moines, IA 50321 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of owner/Agent Date b t i" 1. C r G vi S Print Owner/Agent's Name Signature ofNotatt." y=Sti FttidaT ` Dbtew:_:_: Q o"RY P LORI A 1-111"" Notary Public - Si is . Florida I xf My Comm. Expires Feb 7. 2017 Commission # EE 862643 Bonded Through National rotary Assn. 4Zu"Z'-' July 11, 2016 Signature &nt r/Agent Date Alan Dean Shoemaker, President Print C tractor/Agent's Namll If e/ July 11 2016 of otarv-State of Florida Date KYLE J.111001.5 Notary Public - State of HO W& Commisslon to FF 952711 My Comm. Expires Feb 3, 2020 Owner/Agent is Personally Known to Me -or" nfi'd&ntzown to Me or Produced ID - Type of -ID,. Pro uced Type of 15 BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: FIRE." =j BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407-6895052 FAX* 407-6885051 kTE: 71) PERMIT SINESS/PROJECT, NAME: 3DRESS: NTACT NAME: PHONE: PLAN REVIEW INFORMATION Eb Construction 11 C/O 11 Fire Alarm El Fire Sprinkler o Hood DTank 0 Paint Booth REDUCTION IN FIRE IMPACT FEES APPLY: DYES EINO DIAL FEES: I JUL 14 2016 1 CITY OF SANFORD BUILDING : FIRE PREVENTION PERMIT APPLICATIO1 Application No: Documented Construction Value: $it)(+ 4za. O<D Job Address: 3065 MELLONVILLE AVE SANFORD, FL 32773 Historic District: Yes No 0 Parcel ID: 06-20-31-300-0010-0000 Residential Commercial Q Type of Work: New XX Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of a pre-engineered metal building along with related site work. Plan Review Contact Person: Kyle Nichols Title: Project Manager Phone: 407.322.3103 Name Sanford Airport Authority Street: 1200 Red Cleveland Blvd. City, State Zip: Sanford, FL 32773 Fax: 407.322.1205 Email: kyle@shoemakerconstruction.net Property Owner Information Phone: 407.585.4017 Resident of property? : No Contractor Information Name Shoemaker Construction Company, Inc. phone: 407.322.3103 Street: 2525 Old Lake Mary Road Fax: 407.322.1205 City, State Zip: Sanford, FL 32773 State License No.: CGC1510423 Architect/Engineer Information Name: Wdesign Services, Inc. Street: 913 North Nova Road City, St, Zip: Holly Hill, FL 32117 Bonding Company: Merchants Bonding Co. (Mutual) Address: 2100 Fleur Drive Des Moines, IA 50321 Phone: 386-255-6987 Fax: 386-255-6989 E-mail: dsmith@djdesigninc.com Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. t./ Q7- f a - I L. July 11, 2016 Signature of Owner/Agent Date Signature Cont r/Agent Date b; p, ne- H . Alan Dean Shoemaker, President Print Owner/Agent's Name Print C tr ctor/ Qent's k July 11 2016 Signature of Notary 3#kTi4' fltart%la` -D3te Sign ture of otary-State of Florida Date C OPfYPVeE LQRIAHI' o a Notary Public - s: Florida , .,, y KYLE J. NICHOLS J1 k z My Comm. Expires Feb 7. 2017 Notary Public - State of Florida Commission # EE 862.643 , •` Commisslon # FF 952711f``, i '«' BondeQ Through National otary Assn. ;' My Comm. EKpires Feb 3, 2029 Owner/Agent is Personally Known to M, or`ntf' M„ ,,,A ',"„"#,' " own to Me or Produced ID - Type ofTD,. Pro used Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: COMMENTS: ZONING: 2UTILITIES: - ENGINEERING 47FIRE: y_ Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Revision Response to Comments ON Permit # 16-1969 Project Address: 3065 Mellonville Ave. Contact: Kyle Nichols Ph: 407.322.3103 Email: kyle@shoemakerconstruction.net Trades encompassed in revision: Building Plumbing Electrical El Mechanical El Life Safety El Waste Water Department 11 Utilities El Waste Water El Planning El Engineering City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax 407.688.5152 Email: building@sanfordfl.gov Submittal Date July 26, 2016 Fax: 407.322.1205 General description of revision: Revised Cover Sheet & Add'l FL Product Approvals ROUTING INFORMATION 1:1 Fire Prevention M,,'Building P I Approvals z LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: July 11, 2016 I hereby name and appoint: Tammy S. Hanes an agent of: Shoemaker Construction Company, Inc. Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: 3065 S. Mellonville Ave., Sanford, FL 32773 Street Address) Expiration Date for This Limited Power of Attorney. 12-31-2016 License Holder Name: Alan Dean Shoemaker State License Number: CGC1510423 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this 11thdayof_jyly_,2016 00 XXX by Alan Dean Shoemaker who is o personally known to me or Ei who has produced as identification and who did (did not) take an h. Signatu(e Notary Seal) KVU J. INCHOLS Wary Pvbk - $Me of FlW104 CommliisW 0 FF 952711 My cwm. EXPOOS Fob 3, 2020 8001610= No" *Wy Assn. 1 Rev. 08.12) Kyle J. Nichols Print or type name Notary Public - State of Florida Commission No. FF 952711 My Commission Expires: 02/03/2020 WfC`'—ia77-Y WWW.SANFORDFL.GOV MAILING ADDRESS CITY OF SANFORD POST OFFICE BOX 1788 SANFORD, FLORIDA 32772-1788 PHYSICAL ADDRESS CITY HALL 300 NORTH PARK AVENUE SANFORD, FLORIDA 32771-1244 TELEPHONE 407.688.5140 FACSIMILE 407.688,5141 CITY COMMISSION JEFF TRIPLETT MAYOR ART WOODRUFF DISTRICT I DR. VELMA H. WILLIAMS DISTRICT 2 RANDYJONES DISTRICT 3 PATTY MAHANY DISTRICT4 CITY MANAGER NORTON N. BONAPARTE, JR. PLANNING AND DEVELOPMENT SERVICES ClEkRITMENT--_[- July 13, 2016 Mr. Dave Aldrich, Building Official City of Sanford Building Department 300 N. Park Avenue Sanford, Florida 32771 Re: 3065 Mellonville Avenue — Hill Dermaceuticals Tax Parcel Number: 06-20-31-300-0010-0000 Dear Mr. Aldrich: The City of Sanford has received Development Plans to construct a new building for Hill Dermaccuticals at 3065 Mellonville Avenue. The plans are currently being reviewed by the Development Review Team with approval anticipated very soon. No required changes to the plans, if any, will likely impact the size, design or location of the proposed building. Therefore, based on the pending approval of the Development Plan, the Planning and Development Department agrees to the building plans being submitted for review and permitting at this time. The applicant also understands and acknowledges the risk. Please call me if you have any questions or need additional information. Thank you! Russet] L. Gibson, AICP Director of Planning and Development Services Cc: Dean Shoemaker, Shoemaker Construction, Inc. Development File 7/o 7i4md4 00 0 x) DESIGN LOAD CAPACITY — PSF SINGLE OR DOUBLE ENTRANCE DOORS W/O TRANSOM NOMINAL DIMS. LOADS — PSF NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON A3TW E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 DOORS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HYHZ REQUIREMENTS, INSTALLATION OF THIS SYSTEM OUTSIDE THE H\81Z AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. DMS-35 ALUMINUM OUT -SWING ENTRANCE DOOR SINGLE W/0 TRANSOM SEE CHART ABOVE FOR DESIGN LOAD CAPACITY. FOR HORIZONTAL MULLION (TRANSOM BAR) SEE HORIZONTAL MULLION LOAD CAPACITY CHARTS ON SHEET 2. LOWER VALUE RESULTING FROM DOOR CAPACITY CHART OR HORIZONTAL MULLION CAPACITY CHARTS WILL APPLY FOR DOORS WITH TRANSOM (0/X OR O/XX). DOORS CAN ALSO BE USED WITH 'DSF-450' STOREFRONT SYSTEM. FOR DOORS WITH STOREFRONT SYSTEM SEE SEPARATE APPROVAL FOR DOOR MULLION CAPACITY AND ANCHORING REQUIREMENTS. THE LOWEST VALUE RESULTING FROM DOOR CAPACITY CHARTS OR STOREFRONT APPROVAL WILL APPLY TO ENTIRE SYSTEM. DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 353/4" MAX. SURFACE APPLIED^' MAX. FALSE womnw5-\ || | u1. nps. MAY BE USED 1 u U) f HINGES M A L L-4'----- HEAD SILL HEAD/SILL CORNERS FRAME WIDTH TOTAL NO. OF ANCHORS AT MTG. STILE ENDS 35 3/4" MAX. SUBSTRATEi LEAF WIDTH CONCRETE 5 METAL I D.L. OPi j :E co Ldim 00 IH D.L.O. CLASS D.L.O. DIMS. TYPICAL ELEVATIONS HEIGHT = FRAME HEIGHT — 10.625. D.L.O. eSOTM DOORS) = FRAME WIDTH - 12,50^ D.L.O. WIDTH (XX DOORS) (FRAME WIDTH - 21 50^)/2 nLAoyu *LAoau CORNERS 4) ANCH R3 AT MTG. STILE EmD5-/ ' = HINGES\ AT 3^ 0I, q~ m J PER LEAF--^ D.L.O. CLASS D.L.O. DIMS. TYPICAL ELEVATIONS HEIGHT = FRAME HEIGHT — 10.625. D.L.O. eSOTM DOORS) = FRAME WIDTH - 12,50^ D.L.O. WIDTH (XX DOORS) (FRAME WIDTH - 21 50^)/2 nLAoyu *LAoau CORNERS 4) ANCH R3 AT MTG. STILE EmD5-/ ' = HINGES\ AT 3^ 0I, q~ m J PER LEAF--^ K A A~ B U H D C F W E REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING o|G* VELOCITY J MONOLITHIC GLASSHURRICANEZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE THIS PRODUCT EVALUATION DOCUMENT rE," "' THIS ENGINEER F~ ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN on DETAILS, ANCHORSIS GENERIC AND DOES NOT PRWDE INFORMATION FOR A SITE SPECtFIC n18368 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, PROJECT; i.e, WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E,D, ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAfLS ARE 8— CONTRACTOR TO BE RESPONSIBLE FOR THE SELEC'nON, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION NOT PART OF THIS APPROVAL. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. C— THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. ALTERED BY ANY MEANS, z No. 70592 D— SITE SPECIFIC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPERCOMEINTOCONTACTWITHOTHERDISSIMILARMATERIALSSHALLMEETTHEI USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATEDREQUIREMENTSOFTHEFLORIDABUILDINGCODE. ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECfFIC DRAWINGS FOR REIAEW, IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. E— THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF!, LABELING TO COMPLY WITH SECTION 1710.8.2. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. i 0- CAPACITY -PSF SINGLE DOOR HORIZONTAL MULLION (TRANSOM BAR) DESIGN LOAD CAPACITY -PSF° DOUBLE DOOR HORIZONTAL MULLION (TRANSOM BAR} WITH ANGLE REINFORCED CLIP NOMINAL DIMS. LOADS -PSF FRAME WIDTH DOOR HEIGHT TRANSOM HEIGHT EXT. (+} Irtex£s IrtexEs Is cxEs fNT. (-} 63-t/2 87-t/2 22-i/Z 60.0 5t.426-,/2 75-t/2 37-t/2 22-t/2 60.0 75 1/2" ILO JnE z AT Of Z ©z=z O W Q E1 G O €O O w00- 0 H iUr mi aOc, a t7 ° m 0 1-:1WITHOUT CLIP ? WITH CLIP Q a p m mf o0tCJ c i z! FRAME WIDTH , z FRAME WIDTH Q W ro LLWtt3 -o€ m` g c zw CAS e( ro Z i: z 0I 0 01 C d= f L (( (I O \ I O, HINGES 3 PER LEAF € w / icoc000rym 3 u l t 5 h z il.. O/X } O/XX } Q NOTE: iFORDOORSCAPACITYSEESHEET1. FOR HORIZONTAL MULLION CAPACITY SEE CHART ABOVE. LOWER VALUES FROM DOORS OR HORIZONTAL MULLION CHART WILL APPLY TO ENTIRE SYSTEM. I i 1/4" TEMP. GLASS LEAF WIDTH I 3/8" MIN. TYP. (4) ANCHORS GLASS BITE AT MTG. STILE ENDS zm AT 3" O.C. I 18 c} I1900 P . ! - t ........ VIC 11. {Ifj I — Ida. T0532 I a a NOTE: . `1 8 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 3 SEC. GUSTS , i '` drowin no. Sf _ram 9 AND FLORIDA BUILDING COMMISSION otttct .• n W15-51 1GLAZINGDETAILGLAZINGDETAILDECLARATORYSTATEMENTDCA05-DEC-219 '/i `` DOOR LEAF FIXED LITE FL # 18368 t tt sheet 2 of 8 DESIGN LOAD 1/2- WITHOUT FRAME WIDTH 4) ANCHORS 7 t 3/4" D.L. OPG. TRANSOM ENDS AT 3-t/2" O.C. cv (Q z 3 2Y t i J./1lam` Jt I I I i I r ACTIVE INACT E 3 1 /2" MaX. NERD/SILL CORNERS 27" MAX. 1 " MAX. D.L. oPG. HEAD/SILL 35 3/4" MAX. TYPICAL ANCHORS ' IBY | ``` yEDGEDI0 oo mw 7/16- 0^ ST. STEEL ADJUSTABLE Pwor ALUM BODY s»wmLcan STEEL BEARING 1.750 SEE ELEV. FOR SPACING LLJ LLJ cc 00 TYPICAL Amc*oRs / TYPICAL AwxHoes s g 0 SEE ELEVATIONS FOR SPACING FOR SPACING 1/4-20 w3 x |/ U/ u"" I x) x 1/2^ Fn w6 4) pEe 8pSE B0TTOw PwOT BmS[ v TYPICAL mvC*On3 AT THRESHOLD SEE ELEV. FOR SPACING OFFSET PIVOT HINGE AT THRESHOLD METAL TYPICAL ANCHORS SEE ELB/wIoms FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY U8 ALUMINUM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV.pOR SPACING Fu~177 xs/, rv~155 ea) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2^ MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4^ MIN. EMBED INTO CONCRETE (HEAD) 1-1/4^ MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4^ MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4^ MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1/4- DIA. TEKS OR SELF DRILLING SCREW (onAns 5 onS) INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8'') INTO METAL STRUCTURES STEEL : 1/8^ THK. MIN. (Fy = 36 KS| ALUMINUM : 1/8~ THK. MIN. (6053-T5 MIN.) STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2~ MIN. INTO WOOD STRUCTURE = 1^ MIN. INTO METAL STRUCTURE = 3/4^ MIN. WOOD AT HEAD OR JAMBS SG = 0.55 WIN' CONCRETE AT HEAD, SILL OR JAMBS fc = 3000 PSI MIN FL #18368 5/ 16" MAX. 5/ 16" MAX. i SHIM SHIM OC n 16Y WOOD BUCK Z TYPICAL ANCHORS 12 12 SEE NOTE f SHEET 1) a zj FOR 5PACi G cACTIVE F r Q( / 0 w C 3 26 g— 26 i p i V 01 a LLJ awl TYPICALLitANCHORS SEE ELEV. Q m d Q 18 ak FOR SPACING a ap a 0m III i t6 4: 14 Li 0 Q w uy U ` ui oy } METAL EXTERIOR I Q S STRUCTURE I I D.L. OPG. LOCK OPTIONS SEE SHEET 7 LEAF WIDTH f i o '! c rco SINGLE DOOR FRAME WIDTH o Lu O z I€ C.1 0 0 5/16" MAX. S/ 16" MAX. z L } SHIM SHIMCD 3 !( TYPICAL ANCHORS j E ti co o cao ,f ( 3 I SEEELEV. FOR SPACING 12 LOCK OPTIONS BY WOOD B K of f n CcSEn coACTIVE E SHEET 7 IN - ACTIVE i W D STR TURE j E o z `` 0 26 I (. 8 i0 27 9 d a 0< i i i j W a 00 O O iV`• w 16 14 1 3 33 24 l TYPICAL ANCHORS 9 i I SEE ELEV. Q EXTERIOR FOR SPACING j D.L. OPG. D.L. OPG. j I LEAF WIDTH LEAF WIDTH i le; v i 3 , DOUBLE DOOR FRAME WIDTH ill I t ittlrr rt 1 7 NO. TQ592 i i ii II Y L-- y (L jlJ 0 drawing no. I W l J— J 1 FL # 18368 TYPICAL ANCHORS SEE ELEVATIONS En Y FOR SPACING z OD EDGE DIST. 3 a z, Z W Q I i T_ f f co 13 i I t 0cr > 0 0 MIX Wi EE+ W 7t1i O Y Z in M i Iz Ld Erf f J 0m< Q d W,€ I CLt rl Kj zZ n F f I 5/16" MAX. / 111111 O i C I SHIM.}% ar i z C1 0 Q t % 19 i TYPICAL ANCHORS z U x; 21 SEE ELEV. m! wf FOR SPACING j v it C!S 4 iJ h: c(G 6 1' v LLLr` 1 1 X 1 X 1 /8" C O W y cccoo I I ALUM ANGLE (1-3/8a LONG) J r t I I ( AT HORIZONTAL ENDS r l 19 Uy y rs i cO z L` Oi j t f i 4 t 26 REOD. AT DOUBLE(XX) DOORS ONLY i° d t ` d t { 12 I ulj t 10 SMS 1 PER LEGLj 3 EXTERIOR I i f I tom( D.L. OPG. W LL ff TRANSOM FRAME WIDTH i o I I O W l11 W- L ./t _--------- ___ -------- ---- 2 y I I ( CO 7 q 0 5TI x drawing no. j oa.. ; t A' tt W15- 51 ' i sheet 5 of 8 j FL # 18368 1.678 078 Typ. 875 F-Lt-1500- 4,452- TRANSOM HEAD 0 DOOR STOP 680 750 .625 0505001jl GLASS STOP 1.686- 7,125 2.480 4.437 Fl, 7) TOP/BOTTOM RAIL 2.250 - 500 250 4.000 C4 THRESHOLD 4.500 3.500 1350 1 1.750 078 Typ. 1.096 FRAME HEAD m LOCK STILE 125 1.750 1 i 4.500 3.500 1,750 82a 07 I! 1,096 FRAME JAMB 1,937- L) 988 062 .875 L 1.575 GLAZING STOP 1.563 --i 1.406 61=1000011ms 3.698 3.500 FIXED STILE 372 p T- 078 3.292 --- r117 1350 P:- HINGE/PIVOT STILE I- 500 1 --- 4.500--j PIVOT BASE ANCHOR PLATE 4.500 1.096 7r 1.750 624 095 TRANSOM MULLION 1 4.500 1.750 L-8!281- 1.096 078 Typ. GA ALT. FRAME HEAD Ln Z:: 085 Z to W04 IL Ito 0 w L 0 t mO ;Lul 0 (L M< 0 o cq d W ZLu 0 Z z 0) 3 Li E 0 06- C', 10 0 E t-i Ln 0 cCsc) r) w.? L, I EE 11:3 0 NA T c &4- F4 ccQQ No. 70692 c STA f drawing no, Zomo W15-511 ALFL #18368 A // it, it I r- -7 heet LOCK OPTIONS SINGLE DOORS: OPTION j 1 8 PLY MORTISE HOOK LOCK REGENT SERIES #2333 THUMB TURN ON INTERIOR AND KEY OPERATED ON EXTERIOR AT 44-1/2- FROM BOTTOM. THREE POINT LOCK REGENT SERIES #2222 THUMB TURN ON INTERIOR AND KEY OPERATED ON EXTERIOR AT 44-1/2- FROM BOTTOM. HINGES: LOCK OPTIONS DOUBLE DOORS: OPTION f 1 ACTIVE LEAF 8 PLY MORTISE HOOK LOCK REGENT SERIES #2333 THUMB TURN ON INTERIOR AND KEY OPERATED ON EXTERIOR AT 44-1/2- FROM BOTTOM. INACTIVE LEA MANUALLY OPERTED FLUSH BOLTS RECENT #2502 WITH 3/8- DIA_ BOLTS AT 12- FROM TOP AND BOTTOM ACTIVE LEAF THREE POINT LOCK REGENT SERIES #2222 THUMB TURN ON INTERIOR AND KEY OPERATED ON EXTERIOR AT 44-1/2- FROM BOTTOM. INACTIVE LEA MANUALLY OPERTED FLUSH BOLTS REGENT #2502 WITH 3/8" DIA_ BOLTS AT 12- FROM TOP AND BOTTOM OPTION #1 4-1/2 X 4- X .134" THK. TWO PIECE STAINLESS STEEL BUTT HINGES BY HAGER (2) AT 8- FROM TOP AND BOTTOM 1) AT MIDSPAN OF LEAF AS REQD. OPTION #2; CAST ALUMINUM PIVOT HINGES BY REGENT 2) AT TOP AND BOTTOM 1) AT MIDSPAN OF LEAF AS REQD. ITEM # PART If QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 SCE-5457 1 TRANSOM HEAD 6063-T6 2 BCE-5451 1 FRAME HEAD 6063-T6 2A BCE-5433 1 ALT. FRAME HEAD 6063-T6 3 BCE-5450 2 OPEN BACK JAMB 6063-T6 4 BCE-3340 1 THRESHOLD 6063-T6 6 BCE-452 AS REQD. TRANSOM MULLION 6063-T6 7 DLD-33 2/ LEAF TOP/BOTTOM RAIL 6063-T6 8 BCE-3315 AS REQD. HINGE OR PIVOT STILE 6063-T5 9 BCE-3317 1 LEAF FIX STILE (INACTIVE PANEL) 6063-T5 10 BCE-3316 I LEAF LOCK STILE (ACTIVE PANEL) 6063-T5 12 SCE-460 AS REQD. DOOR STOP 6063-T5 13 BCE-459 AS REQD. GLAZING STOP 6063-175 14 OLD-6 AS REQD. GLASS STOP 6063-T5 16 BCE-475 AS REQD. ANCHOR PLATE, 3" LONG AT ANCHORS 6063-T6 18 AS REQD. GASKET, BULB DUROMETER 67, BASE DUROMETER 90 SANTOPRENE 19 2546 AS REQD. GLAZING GASKET, DUROMETER 65±5 SOFT PVC MELTPOINT PLASTICS 20 2/ LITE SETTING BLOCK (DOOR), DUROMETER 90±5 EPDM 1/4" X 1/2- X 1" LONG 21 2/ LITE SETTING BLOCK (TRANSOM), DUROMETER 90±5 EPDM 7/16--X 3/4- X 1-7/8- LONG 23 10 X 11- AS REQD. FRAME ASSEMBLY SCREWS P.H. SMS 24 12-24 X 1/2- 4/ HASP HINGE INSTALLATION SCREWS F.H. MACHINE SCREWS 26 BW-76 BULB W'STRIPPING, DUROMETER 70±5 VINYL, 444"H X .280 T-SLOT 27 T4216-K PILE WITH FIN WEATHERSTRIPPING ULTRAFAB 29 DH-4 SHEAR BLOCK 6063-T5 30 2 3 X 2 X 1/8' ANGLE, 1-3/4" LONG ALUMINUM 32 2/ LEAF FLUSH BOLT GUIDE CHANNEL STEEL 3" LONG 1 33 1 12/ HINGE I HINGE REINFORCING PLATES STEEL 11-1/2" X 1/4" X 8" LONG SEALANTS: FRAME CORNERS, ASSEMBLY SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH SEALER LEAF JOINTS SEALED WITH SILICONE. 65mrn) 41 mm MAI) min) MAI) 32 Mrni-4,, 06 Mtn) i 'IT a,*4* 13 mm) 112, /1-518, 41 mm) L2 25 M 4-V2' 33MM) (1114 mm) FL #18368 a u z IOD0 z _ IM? W2 04 0. IF 9 0 0 W IL 1% 0 m vq CFO Wm o X > 50 (L Q '4 0 oo 0 j W U. W 0 o z to In 5M(Q j zW to I z CL c 21 01 2 of 1 0of 1 1 1 c liL i drawing no. W15-511 h pet 7 of ALUM PLATE 4" LONG 10-24 X 3/4- P,H. M SCREWS 3/8-24 X 1-1/2- S.H. M. SCREWS 31 2-1/2- LONG DOW g M Ul VARaj I iral, ElKil No"& 10-24 X 1/2- F.H. M SCREWS 3 X 2 X 1/8- ALUM ANGLE FRAME LOWER CORNER 9 FRAME TOP CORNER 10-24 X 1/2" F-F.K M SCREWS TRANSOM CORNER FL #18368 I m z Q of c co LLJ 0 C) 0 zLLJ c L<l Ld 00E6cl0 0 i E 3i L 0 5 U) jbQ M U-1 No. 70692 SSTJT iri 0 drawing no. Wl 5-51 heet 8 of 8 k--