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ELC-12-2063Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. Master Permit No. SEP 132012 Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): b v1. dkt n Phone#: --z434 Address: 555 &pro& .. City: J 1iu.SV 114 State: FL Zip: 3:7 M5 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: `7 16 C Ark rk GJ, City: Miami Shores County: Miami Dade Zip: 3 313 2 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: n `/C + :r e& Phone #: 3o9F,;.�v L%3 „7 Address: /`i L15-5-5' Capron /Cd , t City: • fl t&5vi II,�. ,, yy nn__ ' State: aL Qualifier Name: `JO M./t in& r1. ESL) ;it State Certification or Registration #: SEC r -s.• N® Certificate of Competency #: q g. Email Address: j d'wd+Jv8/f -fech .ref Zip: 3.2786 Phone #: 3?/—?3 43t M Contact Phone #: 3 /-0 DESIGNS; / ` n � - , . P' J 7 .0,c C 25. ? a ? Value of Work for w (APO Square/Linear Footage of Work: eoG'' S-i". Type of Work 3 r.; ❑Alteration ❑New ❑Repair/Replace Descriptio l: 1 liYS �. 7 ire(:. `11.4) • l at >to Submittal Fee $ Permit Fee $ - CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT.F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will r rhn - ed. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of SP1,20 i?.by11-1 7I LCI3rl who is personally known to me or who has produced -L-1 As identification and A w h\ du tke an oath. ath. NOTARY PUBLIC: ` Ar /e�/� e' (0'. CD VeL . .,,1� tR /DA ,oN �fHllllgt \\ W ** ***** *************+ k*****W ***+ k**> H***+lk**+k*********** 2 ©/ 2.- Plans Examiner Sign: �.✓� Print: My Commission Expires: APPROVED BY * �. • • ``. Signature The fore day of V Contractor ent was ackno !edged bef e m , 20 NI by knc}wn to me or who has p oduced son and who did take an oath. ARY PUBLIC: , .. Sign: Print: My Commission Structural Review (Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) L, )1# "c'14,:orilk I' , . .. 1V).. ..s'.., Public - State of Florida �= _ My Comm. Expires ep . -' '" EE 128810 Commission # E •, � o�;; °•� Bonded Through National Notary Assn. * Zoning Clerk Miami Shores Village Building bepartment STRUCTURAL CRI „ c h e c k - 1 - i -re c t o am, 2 a v w c -) am,- 7, adrurevs ' Q l e o v t 1 e , f i.6cJ, C4 L co LA-6 o tVS INcLoWc- C-i LC*t.LriteN-5 45P Co ]r6C- €o-r 5' e-F T 4-16. 14ANS,f- Sr ;)E'Gr3-1°[4 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. CC t I - 'z—v 6 Job Name ei /6r j k D v= Date 1— I4 —IZ . wf Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #CC., — DATE: [CYI (Z I, g( 14 6C LQ-- ❑ Contractor ❑ Owner rchitect Picked up 2 sets of plans and (other) �✓Lv� cj ntUl St 8 zAr. C Address:' 471I , ; ® ,k_ fit. - From the building • - .artment on thi- date in order to have corrections done to plans And /or ge 'ounty stamps. I und tand that the pla = =d to be brought back to Miami r Shore: 'Village Building Depa )r t to co�ii'- - pe %r�',' - process. Ack owledged by: r' PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: 06--) Short Desc: New Prj Owner: Addressl: 9165 Park Dr. Address2: PROJECT SUMMARY Description: Dr. Keisch City: Miami Shores State: FL Zip: 0 Type: Healthcare - Clinic Class: New Finished building Jurisdiction: MIAMI SHORES VILLAGE, MIAMI-DADE COUNTY, FL (232600) Conditioned Area: 9006 SF No of Stories: 1 Permit No: 0 SEP 1 ZOlZ Conditioned & UnConditioned Area: 9006 SF Area entered from Plans 0 SF Max Tonnage 5 If different, write in: EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 Page 1 of 10 Compliance Summary Component Design Criteria Result Gross Energy Cost (in $) 5,780.0 7,169.0 PASSED LIGHTING CONTROLS PASSES EXTERNAL LIGHTING PASSES HVAC SYSTEM PASSES PLANT None Entered WATER HEATING SYSTEMS PASSES PIPING SYSTEMS P SSES Met all required compliance from Check List? o/NA IMPORTANT MESSAGE Info 5009 — — — An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit® Fla/Com -2008. Effective: March 1, 2009 9/7/2012 Page 2 of 10 CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: K . Couch Building Official: © Date: i ( Date: 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: Mark Campbell Electrical Designer: D. Alley Lighting Designer: D. Alley Mechanical Designer: K. Couch Reg No: 11074 Reg No: 55008 Reg No: 55008 Reg No: 45074 Plumbing Designer: K. Couch Reg No: 45074 (*) Signature is required where Florida Law requires design to be performed by registered design professionals. \\` . . 9 :... '',. 0.• • ‘,\CENSE..Cy': \ * • No. 45074 •• eikt ®•• STATE \ • S� ii ONAL 1e \\ EnergyGauge Summit® Fla/Com -2008. Effective: March 1, 2009 9/7/2012 Page 3 of 10 Project: New Prj Title: Dr. Keisch Type: Healthcare - Clinic (WEA File: FL MIANII_OPA LOCKA.tm3) Building End Uses Total 1) Proposed 2) Baseline 372.90 540.00 $5,780 $8,434 ELECTRICITY(MBtulkWhI$) 372.90 540.00 109268 158238 $5,780 $8,434 AREA LIGHTS 99.30 134.70 29092 39476 $1,539 $2,104 MISC EQUIPMT 123.60 123.60 36214 36214 $1,916 $1,930 PUMPS & MISC 0.00 0.00 10 12 $1 $1 SPACE COOL 137.10 156.90 40168 45969 $2,125 $2,450 SPACE HEAT 0.30 0.00 97 0 $5 $0 VENT FANS 12.60 124.80 3687 36567 $195 $1,949 Passing requires Proposed Building cost to be at most 85% of Baseline cost. This Proposed Building is at 68.5% PASSES EnergyGauge Summit® Fla/Com -2008. Effective: March 1, 2009 9/7/2012 Page 4 of 10 Project: New Prj Title: Dr. Keisch Type: Healthcare -Clinic (WEA File: FL_MIANH_OPA LOCKA.tm3) External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP (WfUnit) or No. of Units (W) (W) (Sqft or ft) Acronym Ext Light 1 Main entries Yes 30.00 10.0 300 100 Tradable Surfaces: 100 (W) Allowance for Tradable: 315 (W) All External Lighting: 100 (W) Complicance check includes a excess/Base allowance of 15.00(W) ID (sq.ft) PASSES PrOZo1Sp1 10,004 Exam/Treatment (Hospital) 1,200 Project: New Prj Title: Dr. Keisch Type: Healthcare -Clinic (WEA File: FL_MIAMI_OPA LOCKA.tm3) Lighting Controls Compliance Acronym Ashrae Description Area Design Min Compli- ID (sq.ft) CP CP ance PrOZo1Sp1 10,004 Exam/Treatment (Hospital) 1,200 1 1 PASSES PrOZo2Spl 10,004 Exam/Treatment (Hospital) 1,500 2 1 PASSES PrOZo2Spl 10,004 Exam/Treatment (Hospital) 1,500 2 1 PASSES PrOZo2Spl 10,004 Exam/Treatment (Hospital) 1,500 2 1 PASSES PrOZo2Spl 10,004 Exam/Treatment (Hospital) 1,500 2 1 PASSES PrOZo1Spl 10,004 Exam/Treatment (Hospital) 921 1 1 PASSES PrOZo7Spl 3 Storage & Warehouse - Bulky 885 1 1 PASSES Active Storage PASSES EnergyGauge Summit® FIa/Com -2008. Et(ective: March 1, 2009 9/7/2012 Page 5 of 10 Project: New Prj Title: Dr. Keisch Type: Healthcare -Clinic (WEA File: FL_MIAMI_OPA LOCKA.tm3) System Report Compliance PrOSyl System 1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria fiance Cooling System Air Conditioners Air Cooled Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace Air Handling Air Handler (Supply) - System - Supply Constant Volume Air Distribution ADS System System (Sup) 13.00 12.23 9.00 PASSES 1.00 1.00 PASSES 0.10 0.90 PASSES 6.00 3.50 PASSES PrOSyl System 1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria fiance Cooling System Air Conditioners Air Cooled Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace Air Handling Air Handler (Supply) - System - Supply Constant Volume Air Distribution ADS System System (Sup) 13.00 12.23 9.00 PASSES 1.00 1.00 PASSES 0.10 0.90 PASSES 6.00 3.50 PASSES PrOSyl System 1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria fiance Cooling System Air Conditioners Air Cooled Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace Air Handling Air Handler (Supply) - System - Supply Constant Volume Air Distribution ADS System System (Sup) 13.00 12.23 9.00 PASSES 1.00 1.00 PASSES 0.10 0.90 PASSES 6.00 3.50 PASSES EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 9/7/2012 Page 6 of 10 PrOSyl System 1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria fiance Cooling System Air Conditioners Air Cooled Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace Air Handling Air Handler (Supply) - System - Supply Constant Volume Air Distribution ADS System System (Sup) 13.00 12.23 9.00 PASSES 1.00 1.00 PASSES 0.10 0.90 PASSES 6.00 3.50 PASSES PrOSyl System 1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria fiance Cooling System Air Conditioners Air Cooled Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace Air Handling Air Handler (Supply) - System - Supply Constant Volume Air Distribution ADS System System (Sup) 13.00 12.23 9.00 PASSES 1.00 1.00 PASSES 0.10 0.90 PASSES 6.00 3.50 PASSES PrOSyl System 1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp - Eff Criteria IPLY Criteria fiance Cooling System Air Conditioners Air Cooled Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace Air Handling Air Handler (Supply) - System - Supply Constant Volume Air Distribution ADS System System (Sup) 13.00 12.23 9.00 PASSES 1.00 1.00 PASSES 0.10 0.90 PASSES 6.00 3.50 PASSES PrOSy1 System 1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria fiance EnergyGauge Summit@ FIa/Com -2008. Effective: March 1, 2009 9/7/2012 Page 7 of 10 Cooling System Air Conditioners Air Cooled 13.00 12.23 9.00 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.10 0.90 PASSES System - Supply Constant Volume Air Distribution ADS System 6.00 3.50 PASSES System (Sup) PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None Project: New Prj Title: Dr. Keisch Type: Healthcare -Clinic (WEA File: FL_MIAMI_OPA LOCKA.tm3) Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss fiance Water Heater l Electric water heater < =12 [kW] 0.90 0.88 PASSES PASSES Project: New Prj Title: Dr. Keisch Type: Healthcare- Clinic (WEA File: FL_MIAMI OPA LOCKA.tm3) Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance [inches] Runout? Temp [Btu -in/hr Thick [in] Thick [in] [F] .SF.F] Domestic and Service Hot Water 1.00 True 105.00 0.28 0.75 0.50 PASSES Systems PASSES EnergyGauge Summit® Fla/Com -2008. Effective: March 1, 2009 9/7/2012 Page 8 of 10 Project: New Prj Title: Dr. Keisch Type: Healthcare - Clinic (WEA File: FL_MIAMI_OPA LOCKA.tm3) Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Check Report Operations Manual Windows & Doors 13 -101 13- 102.1, 13- 410,13 -413 13- 406.AB.1.1 Joints /Cracks 13- 406.AB.1.2 Dropped Ceiling Cavity 13- 406.AB.3 System Reheat HVAC Efficiency HVAC Controls Ventilation Controls ADS HVAC Ducts Balancing Piping Insulation Water Heaters Swimming Pools Hot Water Pipe Insulation Water Fixtures Motors Lighting Controls 13-407 13 -407.B 13- 407,13 -408 13- 407.AB.2 13- 409.AB.3 13-410 13- 410.AB 13- 410.AB.4 13- 411.AB 13- 412.AB 13- 412.AB.2.6 13- 411.AB.3 13- 412.AB.2.5 13-414 13- 415.AB Input Report Print -Out from EnergyGauge FlaCom attached Operations manual provided to owner Glazed swinging entrance & revolving doors: max. 1.0 cfm/ft2; all other products: 0.4 cfm/ft2 To be caulked, gasketed, weather - stripped or otherwise sealed Vented: seal & insulated ceiling. Unvented seal & insulate roof & side walls HVAC Load sizing has been performed Electric resistance reheat prohibited Minimum efficiences: Cooling Tables 13- 407.AB.3.2.1A -D; Heating Tables 13- 407.AB.3.2.1B, 13- 407.AB.3.2.1D, 13- 408.AB.3.2.1E, 13- 408.AB.3.2F Zone controls prevent reheat (exceptions); simultaneous heating and cooling in each zone; combined HAC deadband of at least 5°F (exceptions) Motorized dampers reqd, except gravity dampers OK in: 1) exhaust systems and 2) systems with design outside air intake or exhaust capacity X00 cfm Duct sizing and Design have been performed Air ducts, fittings, mechanical equipment & plenum chambers shall be mechanically attached, sealed, insulated & installed per Sec. 13-410 Air Distribution Systems HVAC distribution system(s) tested & balanced. Report in construction documents In accordance with Table 13- 411.AB.2 P ,.erformance requirements in accordance with Table 13- 412.ABr Heat trap required Cover on heated swimming pools: Time switch (exceptions); Readily accessible on/off switch Table 13- 411.AB.2 for circulating systems, first 8 feet of outlet pipe from storage tank and between inlet pipe and heat trap Shower hot water flow restricted to 2.5 gpm at 80 psi. Public lavatory fixture how water flow 0.5 gpm max; if self - closing valve 0.25 gallon recirculating, 0.5 gallon non recirculating Motor efficiency criteria have been met Automatic control required for interior lighting in buildings >5,000 s.f.; Space control; Exterior photo sensor; Tandom wiring with 1 or 3 linear fluorescent lamps>30W Er D 0 E EnergyGauge Summit® Fla/Com -2008. Effective: March 1, 2009 9/7/2012 Page 9 of 10 EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 9/7/2012 Page 10 of 10 EnergyGauge Summit® v4.00 INPUT DATA REPORT Project Name: New Prj Project Title: Dr. Keisch Address: 9165 Park Dr. State: FL Zip: 0 Owner: Project Information Orientation: North Building Type: Healthcare - Clinic Building Classification: New Finished building No.of Stories: 1 GrossArea: 9006 SF Zones No Acronym Description Type 1 PrOZol Zone 1 CONDITIONED 2 Pr0Zo2 Zone 2 CONDITIONED 3 PrOZo3 Zone 2 CONDITIONED 4 PrOZo4 Zone 2 CONDITIONED 5 PrOZo5 Zone 2 CONDITIONED 6 PrOZol Zone 1 CONDITIONED Area Multiplier Total Area [sfl [sfl 1200.0 1 1200.0 ❑ 1500.0 1 1500.0 ❑ 1500.0 1 1500.0 ❑ 1500.0 1 1500.0 ❑ 1500.0 1 1500.0 ❑ 921.0 1 921.0 ❑ 9/7/2012 EnergyGauge Summit® v4.00 1 7 PrOZo7 Zone 7 CONDITIONED 885.0 1 885.0 ❑ Spaces No Acronym Description Type Depth [ft] Width [ft] Height [ft] Multi Total Area Total Volume plier [sf] [cf] In Zone: PrOZo1 1 PrOZo1Spl In Zone: PrOZo2 1 PrOZo2Spl In Zone: PrOZo3 1 PrOZo2Spl In Zone: PrOZo4 1 PrOZo2Spl In Zone: PrOZo5 1 PrOZo2Spl In Zone: PrOZol 1 PrOZo1Spl In Zone: PrOZo7 1 PrOZo7Spl Zo0Sp1 Zo0Sp1 Zo0Sp1 Zo0Sp1 Zo0Sp1 ZoOSpl Zo0Sp1 Exam/Treatment (Hospital) 1.00 Exam/Treatment (Hospital) 1.00 Exam/Treatment (Hospital) 1.00 Exam/Treatment (Hospital) 1.00 Exam/Treatment (Hospital) 1.00 Exam/Treatment (Hospital) 1.00 Storage & Warehouse - 1.00 Bulky Active Storage 1200.00 1500.00 1500.00 1500.00 1500.00 921.00 885.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 1 1200.0 1 1500.0 1 1500.0 1 1500.0 1 1500.0 1 921.0 1 885.0 12000.0 15000.0 15000.0 15000.0 15000.0 9210.0 8850.0 0 ❑ 0 0 ❑ ❑ 0 Lighting No Type Category No. of Luminaires Watts per Luminaire Power [W] Control Type No.of Ctrl pts In Zone: PrOZol In Space: PrOZolSpl 1 Compact Fluorescent In Zone: PrOZo2 In Space: PrOZo2Sp1 General Lighting 1 1500 1500 Occupancy sensor without Daylighting 1 ❑ 9/7/2012 EnergyGauge Summit® v4.00 2 1 Compact Fluorescent General Lighting In Zone: PrOZo3 In Space: PrOZo2Spl 1 Compact Fluorescent In Zone: PrOZo4 In Space: PrOZo2Spl 1 Compact Fluorescent In Zone: PrOZo5 In Space: PrOZo2Spl 1 Compact Fluorescent In Zone: PrOZo1 In Space: PrOZo1Sp1 1 Compact Fluorescent In Zone: PrOZo7 In Space: PrOZo7Spl 1 Compact Fluorescent General Lighting General Lighting General Lighting General Lighting General Lighting 1 1500 1500 Occupancy sensor without Daylighting 1 1 1 1 1 1500 1500 Occupancy sensor without Daylighting 1500 1500 Occupancy sensor without Daylighting 1500 1500 Occupancy sensor without Daylighting 1500 1500 Occupancy sensor without Daylighting 500 500 Manual On/Off 2 2 2 2 1 1 Walls No Description Type Width H (Effec) Multi Area [ft] [ft] plier [sf] DirectionConductance Heat Dens. R -Value [Btu/hr. sf. F] Capacity [Ib /cf] [h.sf.F/Btu] [Btu/sf.F] In Zone: PrOZol 1 PrOZo1Wal 2 PrOZo l Wa2 3 PrOZo l Wa3 5/8" stucco /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp 5/8" stucco /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp 5/8" stucco /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp 83.00 10.00 1 20.00 10.00 1 20.00 10.00 1 830.0 West 0.2067 5.731 34.65 4.8 ❑ 200.0 North 0.2067 5.731 34.65 4.8 ❑ 200.0 South 0.2067 5.731 34.65 4.8 ❑ 9/7/2012 EnergyGauge Summit® v4.00 3 In Zone: PrOZo2 1 PrOZo2Wal 2 PrOZo2Wa2 In Zone: PrOZo3 1 PrOZo2Wal 2 PrOZo2Wa2 In Zone: PrOZo4 1 PrOZo2Wal 2 PrOZo2Wa2 In Zone: PrOZo5 1 PrOZo2Wal 2 PrOZo2Wa2 In Zone: PrOZol 1 PrOZo1Wal 5/8" stucco 20.00 10.00 1 200.0 North 0.2067 5.731 34.65 4.8 ❑ /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp 5/8" stucco 20.00 10.00 1 200.0 South 0.2067 5.731 34.65 4.8 ❑ /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp 5/8" stucco 20.00 10.00 1 200.0 North 0.2067 5.731 34.65 4.8 ❑ /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp 5/8" stucco 20.00 10.00 1 200.0 South 0.2067 5.731 34.65 4.8 ❑ /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp 5/8" stucco 20.00 10.00 1 200.0 North 0.2067 5.731 34.65 4.8 ❑ /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp 5/8" stucco 20.00 10.00 1 200.0 South 0.2067 5.731 34.65 4.8 ❑ /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp 5/8" stucco 20.00 10.00 1 200.0 North 0.2067 5.731 34.65 4.8 ❑ /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp 5/8" stucco 20.00 10.00 1 200.0 South 0.2067 5.731 34.65 4.8 ❑ /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp 5/8" stucco 83.00 10.00 1 830.0 West 0.2067 5.731 34.65 4.8 ❑ /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp 9/7/2012 EnergyGauge Summit® v4.00 4 2 PrOZolWa2 5/8" stucco /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp 3 PrOZolWa3 5/8" stucco /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp In Zone: PrOZo7 1 PrOZo7Wal 5/8" stucco /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp 2 PrOZo7Wa2 5/8" stucco /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp 20.00 10.00 1 200.0 20.00 10.00 1 200.0 41.00 10.00 1 410.0 21.00 10.00 1 210.0 North 0.2067 5.731 34.65 4.8 ❑ South 0.2067 5.731 34.65 4.8 ❑ West 0.2067 5.731 34.65 4.8 ❑ NorthWes 0.2067 5.731 34.65 4.8 ❑ t Windows No Description Type Shaded U SHGC Vis.Tra [Btu/hr sf F] W H (Effec) Multi Total Area [ft] [ft] plier [sf] In Zone: PrOZol In Wall: PrOZoiWal 1 PrOZo 1 Wa 1 Wi l User Defined 1 PrOZo 1 Wal Wil User Defined In Zone: PrOZo7 In Wall: PrOZo7Wa2 1 PrOZo7Wa2Wil User Defined No 1.2500 0.82 0.76 No 1.2500 0.82 0.76 No 1.2500 0.82 0.76 3.00 5.00 5 75.0 3.00 5.00 5 75.0 3.00 5.00 3 45.0 Doors No Description Type Shaded? Width H (Effec) Multi [ft] [ft] plier Area Cond. Dens. Heat Cap. R -Value [sf] [ Btu/hr. sf. F] [lb /cf] [Btu /sf. F] [h.sf.FBtu] In Zone: PrOZol In Wall: PrOZol Wal 1 PrOZo1WalDr1 Solid core flush (2.25) No 3.00 7.00 1 21.0 0.3504 0.00 0.00 2.85 9/7/2012 EnergyGauge Summit® v4.00 5 In Zone: PrOZol In Wall: PrOZo1Wal 1 PrOZolWalDr1 Solid core flush (2.25) In Zone: PrOZo7 In Wall: PrOZo7Wal 1 PrOZo7WalDr1 Solid core flush (2.25) No No 3.00 3.00 7.00 7.00 1 2 21.0 21.0 0.3504 0.3504 0.00 0.00 0.00 0.00 2.85 2.85 0 ❑ Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R -Value [ft] [ft] plier [sf] [deg] [Btu/hr. Sf. F] [Btu/sf. F] [lb /cfl [h.sf.FBtu] In Zone: PrOZol 1 PrOZo1Rfl Mtl Bldg Roof/R -19 1200.00 1.00 1 1200.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt In Zone: PrOZo2 1 PrOZo2Rfl Mtl Bldg Roof/R -19 1500.00 1.00 1 1500.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt In Zone: PrOZo3 1 PrOZo2Rfl Mtl Bldg Roof/R -19 1500.00 1.00 1 1500.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt In Zone: PrOZo4 1 PrOZo2Rfl Mtl Bldg Roof/R-19 2000.00 1.00 1 2000.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt In Zone: PrOZo5 1 PrOZo2Rfl Mtl Bldg Roof/R -19 2000.00 1.00 1 2000.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt In Zone: PrOZol 1 PrOZo1Rfl Mtl Bldg Roof/R-19 1200.00 1.00 1 1200.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt In Zone: PrOZo7 1 PrOZo7Rfl Mtl Bldg Roof/R -19 885.00 1.00 1 885.0 0.00 0.0492 1.34 9.49 20.3 ❑ Batt 9/7/2012 EnergyGauge Summit® v4.00 6 9/7/2012 EnergyGauge Summit® v4.00 7 Skylights No Description Type U SHGC [Btu/hr sf F] Vis.Trans W H (Effec) Multiplier [ft] [ft] Area Total Area [Sf] [Sf] In Zone: In Roof: Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R -Value [ft] [ft] plier [sf] [Btu/hr. sf. F] [Btu/sf. F] [Ib /cf] [h.sf.FBtu] In Zone: PrOZol 1 PrOZo1F11 1 ft. soil, concrete floor, carpet and rubber pad 1200.00 1.00 1 1200.0 0.2681 34.00 113.33 3.73 ❑ In Zone: Pr0Zo2 1 PrOZo2F11 1 ft. soil, concrete floor, carpet and rubber pad 1500.00 1.00 1 1500.0 0.2681 34.00 113.33 3.73 ❑ In Zone: Pr0Zo3 1 PrOZo2F11 1 ft. soil, concrete floor, carpet and rubber pad 1500.00 1.00 1 1500.0 0.2681 34.00 113.33 3.73 ❑ In Zone: Pr0Zo4 1 PrOZo2F11 1 ft. soil, concrete floor, carpet and rubber pad 2000.00 1.00 1 2000.0 0.2681 34.00 113.33 3.73 ❑ In Zone: PrOZo5 1 PrOZo2F11 1 ft. soil, concrete floor, carpet and rubber pad 2000.00 1.00 1 2000.0 0.2681 34.00 113.33 3.73 ❑ In Zone: PrOZol 1 PrOZo1F11 1 ft. soil, concrete floor, carpet and rubber pad 1200.00 1.00 1 1200.0 0.2681 34.00 113.33 3.73 ❑ In Zone: Pr0Zo7 9/7/2012 EnergyGauge Summit® v4.00 7 1 PrOZo7F11 1 ft. soil, concrete 885.00 1.00 1 885.0 0.2681 34.00 113.33 3.73 floor, carpet and rubber pad 9/7/2012 EnergyGauge Summit® v4.00 8 Systems PrOSyl System 1 Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 3 4 Cooling System Heating System Air Handling System - Supply Air Distribution System (Sup) 60000.00 13.00 31000.00 1.00 2000.00 0.10 6.00 9.00 ❑ ❑ ❑ ❑ PrOSyl System 1 Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 3 4 Cooling System Heating System Air Handling System - Supply Air Distribution System (Sup) 42000.00 13.00 31000.00 1.00 1400.00 0.10 6.00 9.00 ❑ ❑ ❑ ❑ PrOSyl System 1 Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 3 4 Cooling System Heating System Air Handling System - Supply Air Distribution System (Sup) 48000.00 13.00 31000.00 1.00 1600.00 0.10 6.00 9.00 ❑ ❑ ❑ ❑ 9/7/2012 EnergyGauge Summit® v4.00 8 PrOSyl System 1 Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 3 4 Cooling System Heating System Air Handling System - Supply Air Distribution System (Sup) 36000.00 13.00 31000.00 1.00 1200.00 0.10 6.00 9.00 • ❑ ❑ ❑ PrOSyl System 1 Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 3 4 Cooling System Heating System Air Handling System - Supply Air Distribution System (Sup) 48000.00 13.00 31000.00 1.00 1600.00 0.10 6.00 9.00 ❑ ❑ ❑ ❑ PrOSyl System 1 Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 3 4 Cooling System Heating System Air Handling System - Supply Air Distribution System (Sup) 60000.00 13.00 31000.00 1.00 2000.00 0.10 6.00 9.00 ❑ ❑ ❑ ❑ PrOSyl System 1 Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 3 4 Cooling System Heating System Air Handling System - Supply Air Distribution System (Sup) 36000.00 13.00 31000.00 1.00 1200.00 0.10 6.00 9.00 ❑ ❑ ❑ ❑ 9/7/2012 EnergyGauge Summit® v4.00 9 9/7/2012 EnergyGauge Summit® v4.00 10 Plant Ext- Lighting Name Description Category No. of Luminaires Equipment Category Size Inst.No Eff. Ext Light 1 Main entries IPLV 100 10.00 Astronomical Timer Col 100.00 ❑ 0.8200 0.7600 ❑ Li Piping No Type Operating Temperature [F] Insulation Nomonal pipe Insulation Is Runout? Conductivity Diameter Thickness [ Btu- in/h.sf.F] [in] [in] Water Heaters 1 Domestic and Service Hot Water Systems 105.00 0.28 1.00 0.75 Yes ❑ W- Heater Description Capacit3Cap.Unit I/P Rt. Efficiency Loss 1 Electric water heater 40 [Gal] 5 [kW] 0.9000 [Ef] [Btu/h] ❑ 9/7/2012 EnergyGauge Summit® v4.00 10 Ext- Lighting Name Description Category No. of Luminaires Watts per Area/Len/No. of units Control Type Wattage Luminaire [sf/ft/No] [W] SHGC 1 Ext Light 1 Main entries 1 100 10.00 Astronomical Timer Col 100.00 ❑ 0.8200 0.7600 ❑ Piping No Type Operating Temperature [F] Insulation Nomonal pipe Insulation Is Runout? Conductivity Diameter Thickness [ Btu- in/h.sf.F] [in] [in] 1 Domestic and Service Hot Water Systems 105.00 0.28 1.00 0.75 Yes ❑ 9/7/2012 EnergyGauge Summit® v4.00 10 Fenestration Used Name Glass Type No. of Panes Glass Conductance [Btu/hsf.F] SHGC VLT ASHULSg1C1rA11 Frm User Defined 1 1.2500 0.8200 0.7600 ❑ 9/7/2012 EnergyGauge Summit® v4.00 10 9/7/2012 EnergyGauge Summit® v4.00 11 Materials Used Mat No Acronym Description Only R -Value Used RValue Thickness [hsf.FBtu] [ft] Conductivity [Btu/h.ft.F] Density [lb /cf] SpecificHeat [Btu/lb.F] 187 Mat118 f GYP OR PLAS No 0.4633 0.041T 0.0920 50.00 0.2000 LJ BOARD,1 /2IN 178 Mat1178 CARPET W/RUBBER PAD Yes 1.2300 ❑ 265 Mat1265 Soil, 1 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 ❑ 268 Mat1268 0.625" stucco No 0.1302 0.0521 0.4000 16.00 0.2000 ❑ 42 Mat142 8 in. Lightweight concrete No block 2.0212 0.6670 0.3300 38.00 0.2000 ❑ 269 Mat1269 .75" ISO BTWN24" oc No 2.2321 0.0625 0.0280 4.19 0.3000 ❑ 23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 ❑ 94 Mat194 BUILT -UP ROOFING, 3/8IN No 0.3366 0.0313 0.0930 70.00 0.3500 ❑ Constructs Used No Name Simple Construct Massless Conductance Construct [Btu/h.sf.F] Heat Capacity [Btu/sf.F] Density [Ib /cf] RValue [h.sf.F/Btu] 1011 5/8" stucco /8 "CMU /3/4 "ISO No No 0.21 5.73 34.65 4.8 ❑ BTWN24 "oc /.5" Gyp Layer Material Material Thickness Framing No. [ft] Factor 1 268 0.625" stucco 0.0521 0.000 ❑ 2 42 8 in. Lightweight concrete block 0.6670 0.000 ❑ 3 269 .75" ISO BTWN24" oc 0.0625 0.000 ❑ 4 187 GYP OR PLAS BOARD,1 /2IN 0.0417 0.000 ❑ 9/7/2012 EnergyGauge Summit® v4.00 11 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [ Btu/sf.F] [lb /cf] [h.sf.FBtu] 1056 Mtl Bldg Roof/R -19 Batt No No 0.05 1.34 9.49 20.3 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 94 BUILT -UP ROOFING, 3/8IN 0.0313 0.000 2 23 6 in. Insulation 0.5000 0.000 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [Ib /cf] [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. [ft] Factor 1 265 Soil, 1 ft 1.0000 0.000 ❑ 2 48 6 in. Heavyweight concrete 0.5000 0.000 ❑ 3 178 CARPET W/RUBBER PAD 0.000 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb /cf] [h.sf.F/Btu] 1058 Solid core flush (2.25) No Yes 0.35 2.9 ❑ Layer Material Material No. Thickness Framing [ft] Factor 1 279 Solid core flush (2.25 ") 0.000 ❑ 9/7/2012 EnergyGauge Summit® v4.00 12 -0 C1 6v/ DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION. 2" PUR Insulated Steel Sectional Garage Door up to 16'-2" Wide w/ Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No.104112, titled "Commercial Urethane Insulated Garage Door", sheet I of 1, dated 05/16/2008, with last revision 03, dated 6/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change hi the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tenninate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion-of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of e Building Official. This NOA revises NOA # 10- 0503.04 and consists of this page 1 and evidence,! ges E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strut, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www.miaaddede.aov /pera/ NOA 12-0125.17 Expiration Date: July07, 2015 Approval Date: April 5, 2012 Page 1 Clonav Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 104112, titled "Commercial Urethane Insulated Garage Door", sheet 1 of 1, dated 05/16/2008, with last revision 03, dated 6/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. TESTS "Submitted under NOA # 10- 0503.04" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Tensile Test per ASTM E8 Along with marked up drawings and installation diagram of Clopay 16'-2"x 8', 24 ga. steel garage door, Model 3720 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0127.01 -09, dated 02/04/2009, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 07- 0807.14" 2. Test report on Salt Spray per ASTM B117 of painted 040 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30160 -04- 63365, dated 01/26/2005, signed by John D. Lee, P.E. C. CALCULATIONS "Submitted under NOA # 10- 0503.04" 1. Anchoring calculations, prepared by Clopay Building Products Company, dated 04/20/2010, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E -1 on M. Utrera, P.E. Product Control Examiner NOA No 12-0125.17 Expiration Date: July 07, 2015 Approval Date: April 5, 2012 ao y Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS "Submitted under NOA # 07-0 807.14" 1. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus per ASTM G155 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 06 -A002, dated 12/04/2006, signed by Rafael E. Droz -Seda, P.E. 2. Test reports on Tensile Test per ASTM E8 of unexposed and exposed clear polycarbonate, Test Reports No. IJETI- 06 -T566 dated 07/14/2006 and HETI -06- T634 dated 11/08/2006 respectively, both signed by Rafael E. Droz -Seda, P.E. 3. Test report on Self- Ignition Temperature per ASTM D1929, Rate of Burn per ASTM D635, and Smoke Density per ASTM D2843 of the Lexan Plastic, prepared by ETC Laboratories, Test Report No. ETC -06- 1024 - 17496.0, dated 05/26/2006, signed by Joseph L. Doldan, P.E. 4. Test report on Surface Burning Characteristics of Building Materials per ASTM E84 and Standard Test Method for Determining Ignition Properties of Plastics per ASTM D1929 of foamed plastic # 3288 -17C2, prepared by Underwriters Laboratories, Inc, Test Report No. R$410/07CA19626, dated 05/30/2007, signed by James F. Smith. F. STATEMENTS 1. Statement letter of code conformance to 2007 and 2010 FBC, dated 01/19/2012, signed and sealed by Scott Hamilton, P.E. "Submitted under NOA # 10-0503.04" 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated. 04/20/2010, signed and sealed by Scott Hamilton, P.E. E -2 Carlos M. Utrera, P.E. Product Control Eaoriiier NOA No 12- 0125.17 Expiration Date: July 07, 2015 Approval Date: April 5, 2012 CLOPAY / 3720 / 3722 / IDEAL / C7X20 / C0X22 / HOLMES 240U COWER HANG REQUIRED ON DOORS OVER 8' NIGH OPENING HEIGHT / BRAND / 27GA 2' THICK RIBBED MODELS 1' 00co aaatm OAaI / 20GA 2' THICK FLUSH MODELS JAMB CONFIGURAT ON HORIZONTAL TRACK END HANGER BRACKET SUPPLIED BY DOOR INSTALLE TYPICAL CTR -CTR 1/2' LARD ST OTHERS SECTION C —C 16 CA OEM STEEL OO11sE MO SOLE ,VIr., -e/e° THE THE DEG ONINVEM EVERY BOLTS 3TI/ TRAM MO 2 SCRETS =HORIZONTAL TRACK GALV. STEEL TRACK SECTIONS, IZONTAL, - 14 GA KIN. 14° MAXIMUM SPACONI PROM UST MOUNTING SLOT TO TRACK JUNCTION GALVANIZED STEEL TRACK SECTIONS VERTICAL - 0.083 MIN VERTICAL TRACK CAN BE BRACKET MOUNT CONTINUOUS ANGLE OR REVERSE ANGLE TRACK. AU. TRACK BRACKETS AND TRACK CUPS ARE 12 CA. DALV. STEEL. BRACKETS AND CUPS ARE ATTACHED TO TRACK WITH TWO 1/4° RIVETS. app 1144 1, K VI ESATE 44 a► CALM. STEEL SEMI) 4414461 4311C VICV 'B'). OPTS LAY' MIT 3' TRAIN AVAILMLE SECTION A —A SMN 627 O. us DALY. 8T®. MIA 66x. 710 8)10 OUI OF A8,2 RN. INTERIM 88a IS 27 80. H4421 QN* ROM THE NOM WAG IZ *PANELS 0-170 P.M4%T Sat MEW 8882 -)702) SECTION B -9 r.�AEIAIL 'D' EGOS HEIGHT 'A' NEC IRO OF 8'- 3'11*THRU 10'-0' 10' -3' THRU 12' -O' 12' -3' THRU 14'-0' 14' -3' THRU 16'-0' 16' -3' TI28! 16' -0' 4 B 6 7 8 9 MAX. SECTION HEIGHT . 24' AVAILABLE IN 3' TAPERED ANGLE TRACK (0.101' TRACK AND 0.101' X 3 -1/4' X 2 -3/4' ANGLE). TRACK BOLT AND LAG SCREW SPACING 3 -1/2', 10' AND EVERY 12' AS NOTED ABOVE. 7 -In. #1 78/6° SHEET METAL SCREWS 1S �►i�kk VIEW 'F' 2-3/4' p8L,R�0�$ #I fmIBE A8 81 (4) /l4d/r La SHE El. SORTS MD DS /453/4' SEPY- TAPPOq SORE 1/4'x3/4' SELF TAPPING SCREWS. 2-3/4 VIEW 'C' ravat (4) 1/4� x391. SCREWS OOWJ ME NM W OW- R788axP- MA7xO a TOP,�6BOIDR W0104 sA�paANs 1'M"13a I R mug stm.ffiT AN 74 401 SAM 1 OMYEMINN (SIDE VIEW) rr Itax ATTHE�OF EACH SECTION MGM= Ina= I/4',3/4' -TASK WENS PER 514 6L rV 12 OA SILS RICO. TO T BROWT. SACK 05*214 ► ATTACHED WI WI* MOW TATE (2) 1 /4M SIR.TS AN000AO18 PER SMOUTT. E1�a, We; OW II�PR OYO �E. (ON pry aGpl SWOP � SAS tgbIOOOR. mailorPACT mean& PO MOIR 1RYAEK • 3/N xa HEM SUWON. SOW WAIL 10 OA ORiMLE END STILE 1 f 276 JAMB (OR LARGER) TO SUPPORTING STRVm1RE ATTACHMENT FASTENER NOTE: FOR DOORS WITH BRACKET MOUNT TRACK, TRACK MUST BE MOUNTED TO WOOD FOR DOORS WITH CONTINUOUS ANGLE MOUNT TRACK, TRACK MAY BE MOUNTED TO WOOD JAMB OR DIRECTLY TO WALL USING THE FASTENERS PRESCRIBED IN THE TABLE BELOW. 1 /4' A r (I -I/4' DIM UPC= COM: ER ANCHOR (2-1/2" Ha. HOZ carmol A OS 0008 4-1/4' i 1 P r a.,1I '>Y 111.6VLY'Lfi LEYI.H 3)I f It3lrtai l tlII7r•81xF1111 I T ,1._1; %. 1'...:.Ai_ii/F.M1F-^7LY✓fi.L111 U. ." 11):1 l l f If f.II7Pif'"'T i.1 f xI . __NWIll fl,JTa(G7i.1. v1P 1:- a1 .e3 •. 11xPII7r.(. 717 Liu:. --.. 111I6'31ri83i2LINS F'< :1.1.:S.,..... it:fflLO1POHQFb:1l. )L-. .IIFrir'.I•1. ,?i.._.::., ±mil l W,iI .S_!. / FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE. HIGHEST ANCHOR BV8'TALLED AT LEAST AS HIGH AS THE DOOR OPENING. oir s Affs EVEVESPA TONY[ AO OMR MINTS 0,40 NM CM RPM 14 mL OAtw PRI EO To 1m aa[e w q I aseu rera AIRS p1 1µ10/N MOM DR NEW Nn ORE r 1043.10 M C-- SRIRR. PER OW EOM GM mem Su mil4Ws• ser WPM SOW PO ttarkWietiRtm PIER 100 40 Mr "1' r K4 SIM NEL 78• RENO. O/c D+14 2-1/2* L=If2E?t as 5.210 ft• IR✓D , I/44Sje F0. 7 . +4 r'iPen4. =gm A1AOCRAI ENTRANCE 0 VIM. vousstormP. PRODUCEREVISED ¢aam l5W Iltewlm FI6d5e HaDdieglisde Ae3e534aaeNe e10Pal Building Products Company CLOPAY 081.aNG PRODUCTS COMPANY 8858855 DUNE BLVD. 45040 (513) 770 -4 any *Doak. AI We DESIGN LWDSI +80,o'P:StP. a' -56.0 PS.F. 050 W lm •, W I 16' * (D MRWO 2 AiN ii' 18'o°H OEUVRE Resubmit° WARE OOOR ° BFA . 0 PBP 0[816N Lam 00SH )B Io.M 104112 1 1 2 ; DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mlawidade.govtnerat Daybar Industries Limited 50 West Drive Brampton, Ontario, Canada L6T234 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and /or the AIIJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. D RULTION. Series -"LS18""Single- Fiusltoutswing Commercial Steel Door w/ Series"AS"' frames & wily° Panic Exit Devices APPROVAL DOCUMENT: Drawing No. 12 -011, dated 01/07/12, titled "Series LS18 Flush Outswing Commercial Steel Door w /Series "AS" Frame ", sheets 1, IA, 2 through 13, 13k and 14 of 14, prepared by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P.E., signed and sealed by Walter A. Tillit Jr. , P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade "County Product Control Section. MISSILE IMPACT RATING# Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Brampton, Ontario and series and following statement: "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises # 09- 0323.23 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by !she I. APPROVED NOA No 12-021&06 Expiration Dote: April 10, 2013! Approval Date: May 03, 2012 Page 1 Davbar Industriies Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings (transferred from file # 09- 0323.23). 2. Drawing No. 12-011, dated 01/07/12, titled "Series LS 18 Flush Outswing Commercial Steel Door w /Series "AS" Frame", sheets 1, 1A, 2 through 13, 13A and 14 of 14, prepared by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P.E. Note: This revision is FBC 2010 notes update only. B. TESTS (transferred from file # 09- 0323.23/08 - 0110.12) Original test conducted per SFBC PA 201, 202 and 203-94, now termed as TAS 201, 202 and 203 -94. 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 (except sp# 7 louver) 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistant Test, per FBC, TAS 202 -94 (except sp# 7 louver) 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of outswing steel door, prepared by Hurricane Testing Laboratory, LLC, Test Report No. HTL- 0279 - 1017.01, dated 10/17/01, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS 1. Anchor Verification Calculations, complying w/ FBC -2004, dated 06 -16 -2005, prepared, signed and sealed by Walter A. Tillit Jr., P. E. (transferred from files it 09- 0323.23/ 08- 0110.12). QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). MATERIAL CERTIFICATIONS 1. Tensile Test report No Teat Report No. QCM-2EM-613, dated May 28, 2002, issued by Q C Metallurgical, Inc, per ASTME-8, signed & sealed, by Robert Kelly. (transferred from file # 09- 0323.22// 08- 0110.12) 2. Notice of Acceptance No. 11- 0920.07 issued to Dyplast Product, LLC (Former Apache Products Company) for "EPS- Expanded Polystyrene Insulation ", expiring on 01/11/17. STATEMENTS 1. Statement letter of compliance to FBC - 2010, dated FEB 15, 2010, issued by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P. E. 2. Statement letter of compliance to FBC -2007, dated April 29, 2009, signed and sealed by Walter A. Tillit Jr., P. E. (Transferred from File # 09- 0323.22) 3. Statement letter of anchor verification compliance to FBC -2004, dated June 10, 2005, signed by Walter A. Tillit Jr., P. E. (Transferred from File # 06- 0612.03) 4. Statement letter of compliance issued by Hurricane Testing Laboratories, as part of above referenced test report. OTHER 1. This NOA revises NOA is 09- 0323.23, expiring 04/10/13 (Non - Renewable, unless re- tested) 2. Manufacturer/Distributor agreement between Daybar Industries Limited, Canada and Daybar Southeast Service Center, Key Largo, USA, signed by Mark Dodson and Bob Wolfe, respective officials of the companies. (original in file #11- 0520.06) 3. Letter dated 11/17/04 issued by I1 -can Fastening Product for materi t property, signed by Paul Maria!, P.E. <k4.1 �, [ I Ishaq 1. Chanda, F.E. Product Control Examiner NOA No 12- 0216.06 Expiration Date: April 10, 2013 Approval Date: May 03, 2012 D. E. F. G. E -1 PAGE PAGE PAGE PAGE PAGE PAGE PAGE PAGE PAGE PAGE PAGE PAGE PAGE PAGE PAGE SHEETS CONTENT; #1 INDEX & COVER PAGE #1A ASSEMBLY ELEVATIONS, (DETAILS #20,21,22) . #2 TYPICAL SECTION THROUGH, VERTICAL /HORIZONTAL, #3 FRAME SECTIONS AND REINFORCING.S, <DETAILS #15,16,17,18,19) #4 DOOR SECTION THROUGH EDGE SEAM, <DETAIL #6) #5 DOOR TOP AND BOTTOM TYPICAL END CHANNEL, (DETAIL #12) #6 DOOR SURFACE CLOSER REINFORCING, (DETAIL #11) #7 DOOR SURFACE CLOSER REINF AND END CHANNEL ASSEMBLY, <DETAIL #13) #8 DOOR STEEL TOP CAP, (DETAIL #14) #9 DOOR HINGE REINFORCING. #10 ANSI #A115.1 #86 MORTISE LOCK,RP REINFORCINGS, (DETAIL #9) #11 #161 LOCK, REINFORCINGS, (DETAIL #8) #12 RIM PANIC SURFACE BOLT REINFORCINGS, (DETAIL #10) #13 13A ANCHOR OPTIONS AND DETAILS #14 BILL OF MATERIALS MAX, A.S.D. DESIGN PRESSURE RATING +90, —90 PSF � p�iraseav„O GENERAL NOTES AND SPECIFICATIONS: 1. SINGLE SERIES LS18 FLUSH/EMBOSSED OUTSWING COMMERCIAL STEEL DOOR W /SERIES AS° FRAME, SHOWN ON THIS ZONES. PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE 2007 & 2010 CATIONS OF THE FLORIDA BUILDING CODE. DOOR MAY BE INSTALLED AT HIGH VELOCITY' HURRICANE DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 OF THE ABOVE MENTIONED CODES, USING ASCE 7 -05 STANDARD FOR INSTALLATIONS UNDER 2007 FMC & ASCE 7 -10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON THIS SHEET. IN ORDER TO vEPIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7 -10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.8 IN ORDER TO COMPARE THESE W/ MAX (A O.) DESIGN PRESSURE RATINGS INDICATED ON THIS SHEET. THIS DOOR'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -202, TAS -203 AS PER HR. LAB REPORT #0279- 1017 -01 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1612 & 1818 OF THE FLORIDA BUILDING CODE. 2007 & 2010 EDITIONS, RESPECTIVELY, 2. ALL COMPONENTS SHALL BE AS SPECIFIED ON APPLICABLE DETAIL SHEETS AND AT BELL OF MATERIALS (SHEET 14) OF THIS DRAWING. 3. COMPLIANCE 0T EGRESS / ESCAPE REQUIREMENTS OF THESE DOORS PER FBC TO BE DETERMINED BY BUILDING OFFICIALS ON A CASE -BY -CASE BASIS. 4. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AND SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 80018 WITH SO kW YIELD STRENGTH AND 90 ksi TENSILE sTREWGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 5. ALL WELDING TO CONFORM W /AMERIGW WELDING SOCIETY A.W.S. 0.1.3 AND D -19.0 REGULATIONS. USE E80)OG ELECTRODES 6. AU. ANCHORS *OR DOORFRAME CONNECTIONS TO EXISTING STRUCTURE SHALL BE AS SPECIFIED ON SHEET 13 OF THIS DRAWING. MAXIMUM ANCHORS SPACINGS SHALL BE AS PER ELEVATIONS ON SHEET 1A OF THIS DRAWING. 2. FRCVIDE 1/4" MAX. LOAD BEARING SHIM SPACE. 8 TUTS DOOR WILL _NOT REQUIRE A HURRICANE PROTECTION DEVICE. 9. THESE DOOR ASSEMBLIES ARE APPROVED FOR WATER AND AIR INFILTRATION AS PER TESTING INDICATED ON NOTE 1, AND SI,A,L BE :MITE= TO DESIGN PRESSURE RATINGS INDICATED ON THIS SHEET. 10. PROVIDE SPECIFIED SEALANT AT ALL DOOR FRAME AND THRESHOLD. 11. (a) HIS PRODUCT APPROVAL DOCUMENT (P.A.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.O. (5) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY cF THIS PRODUCT, BASED ON THIS PAD., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETA1LEC ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBIUTY. (c) THIS PRODUCT APPROVAL DOCUMENT ( PAD.) WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL P . 0: SHALL BEAR THE DATE, SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED I. 12. DOOR'S MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LAPEl. SHAT i BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: DAYBAR INDUSTRIES LTD 50 WEST DRIVE, IIRAMPTON, ON CANADA, L61 9J4. ..MIAIAI -OADE COUNTY PRODUCT CONTROL APPROVED. FLORIDA BUILDING CODE (SIGH VELOCITY HURRICANE ZONE) MOM MUM =Tar* es Polk Anlipaamo .024'49e Paptra1ti2. 0201212.1ECO OM G IL EC0 INC. TMLUT TEBTANO & 1040AV1'ERAVO COMPANY "nramITA101.-42 =Am" o-maa tMeco0aMmen F8- O15B71D NAM A. PLORE41 Uo# 44167 SERIES LS18 FLUSH OUTSWING COMMERCIAL DRAWN SY, STEEL DOOR. W/SERIES "AS" STEEL FRAME LQ./A+D. DAYBAR INDUSTRIES LTD 60 wea? 060 ,ewe ta, 244 625 -4244 0lYVlm1 COX; M. OW 06-411 torn 4 �r1 I. a - 4 01/17/12 DATE 12 -011 DRAWING Ns SLEET 1 OF 14 DETAIL #16/3 EA. SIDE 40.5000 MAX. ROUGH OPENING WIDTH 40.0000 36.0000 '-SURFACE CLOSER RREI 11/6, 13/7 END CHANNEL REINFORCING DETAIL *12/5 TOP CAP DETAIL #14/8 SI IE 1T DETAIL #10/12 DOOR. EDGE SECTION SEE DETAIL# 6/4 SURFACE CLOSER REINFORCING DETAIL 0 11/6 t"l RP INFORCING SEE DETAIL 09// DOOR SECTION THROUGH / SEE DETAIL 06 /4 SURFACE BOLT REINFORCING DETAIL *10/12 - END CHANNEL DETAIL #12/5 - DET. 17/3 2.7800 10' 10' 10' I k.2.7500 NAN MAX. MAx ASSEMBLY #1 ELEVATION SINGLE DOOR EXTERIOR VIEW COUTSWING) WALL CONDITION — EXISTING MASONRY OR WOOD STUD WALL uenor000vo ANCHOR' E.M.A DETAIL #22 is,iN'��A. Tj °�,,, DETEX RIM EXIT DEVICE Leo' @ '.••'"'"• "" .. No. 441 END CHANNEL REINFORCING DETAIL 012/5 TOP CAP DETAIL #14/0 14 DEAD BOLT 161 LOCK . REINF'URCIND SEE DETAIL #8/11 TAPCONS OR EMS. aR WOOD SCREWS (SEE SHEET 2) ASSEMBLY #2 ELEVA ION SINGLE DOOR EXTERIOR VIEW CO TSWING) WALL CONDITION — WOOD STUD ANCHOR' 2PC CLIP —IN DETAIL #20 CYLINDRICAL LOCK + DEAD BOLT DETAIL 016/3 EA. SIDE 40.5000 MAX. ROUGH OPENING WIDTH • 40.0000 36.0000 SURFACE CLOSER REINFORCING DATA IL 0 11/6, END CHANNEL REINFORCING DETAIL *12/5 TOP CAP DETAIL *14/8- SURFACE CLOSER REINFORCING • DETAIL 1 11/6 12 MORTISE L< n /C � SEE DETAIL 09/10 DOOR SECTION THROUGH SEE DETAIL06 /4 END CHANNEL DETAIL #12/5 DET, 17/3 2.7500 10• 10' MAX. MAX. 2.7500 ASSEMBLY #3 ELEVATION SINGLE DOOR EXTERIOR VIEW <OUTSWING) WALL CONDITION — MASONRY ANCHOR' WIRE DETAIL #21 MORTISE LOCK FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) ©1919 111E09 7m •-moth mrao.Bcolcom caa6mne mow 1k.f 4444!67 SERIES 1.518 FLUSH OUTSWING COMMERCIAL STEEL DOOR W /SERIES AS STEEL FRAME DRAWN 0. DAYBAR INDUSTRIES LTD WMT Ms 008 W- 07 PAIb 7q 68-44 01/17/12 ogre o OAA 12 -011 07AIV010 He SHEET IA OF 14 W / /// 86 0/A ASSEMBLY HEIGHT 84 HEIGHT 83.125 EXACT BOO WALL CONDITION VARIES SEE LEVATIONS PAGE #1, AND ANCHOR DETAILS PAGE #13. ®AS 53/4' SERIES FRAME SEE (TYPICAL) SECTION DETAIL #15,16 (PAGE #3) WEATHER STRIP NGP #120NA SECURED WITH DOUBLE ROW OF N #6x1/2' SMS SCREWS L1° FROM OD EACH END AND 4° C/L (AS PREDRILLED BY MANUFACTURE) 16 THRESHOLD NGP #950NA CURED WITH TAPC ❑N 3/16° x 1 3/4° FLAT HEAD MASONRY SCREW OR # 8 x 2' F.H. S,M.S, 0.125 OR # 10 x 2° F.H.W.S. LOCATED 2 3/4° FROM EACH END AND 10' C /L. (4 SCREWS TOTAL ON ASSEMBLY) APPLY GE SILICONE II CLEAR SEALANT TO BASE OF THRESHOLD PRIOR TO INSTALLATION 03/4' CELL 16 THRESHOLD PAPER HONEYCOMB NOTCH THRESHOLD EA, SIDE TO SUIT JAMBS, SEAL JOINT WITH GE SILICONE II CLEAR SEALANT SURFACE APPLIED WEATHER STRIP //,/; TYPICAL VERTICAL SECTION 3 BEADS GE SILICON II FLOOR LINE 11- • CO a: o� 0 0 0 u� 0 -1 5.0000 �- T 16 EXTRUDED ALUMINUM RESHOLD NGP #950NA 35.7500 36,0000 RID 40,0000 (MAX. 40.5000) TYPICAL HORIZONTAL SECTION DOOR MODEL! SERIES LS18 FLUSH OUTSWING COMMERCIAL STEEL W/ SERIES °AS' FRAME 41714 �� Si DOOR 18 GAUGE .045 MINIMUM. L STEEL COMPONENTS OF THIS ITEM,I.e., FACE SHEETS, INTERNAL COMPONENTS AND REINFORCEMENTS ARE MANUFACTURED FROM TENSION LEVELED STEEL CONFORMING TO ASTM A924, GALVANIZED TO ASTM A653/A653M, COMMERCIAL STEEL <TYPE B >, COATING DESIGNATION A40, KNOWN COMMERCIALLY AS PAINTABLE GALVANNEALI AVERAGE TENSILE STRENGTH• 52 KSI !AVERAGE YIELD STRENGTH! 45 KSI, ELONGATION+ 407.. Q FRAME 16 GAUGE .058 MINIMUM L STEEL COMPONENTS OF THIS ITEM, Le., HEAD, JAMBS, REINFORCEMENTS AND ANCHORS ARE MANUFACTURED FROM COMMERCIAL STEEL <TYPE B), GALVANIZED TO ASTM A653/A653M, COATING DESIGNATION A40, KNOWN COMMERCIALLY AS PAINTABLE GALVANNEALI AVERAGE TENSILE STRENGTH, 52 KSI AVERAGE YIELD STRENGTH, 45 KSI, ELONGATION' 40X. MAX. SHIM SPACE IS 1/4'. TYP. 4 0 0 In N .1250 EalagIVIFMSVMWM X112 "z'° FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) ® 2012 IM MO Cl4 >. 7 IL ECOINC. \ rrcur ras>y5�rys�e, ,p6 cawPavr s>VID`rL T i t•1O7R7, ,°�W r jer ,604 e-mre n nI ae 44187 SERIES ISIS FLUSH OUTSWING COMMERCIAL STEEL DOOR W /SERIES "AS" STEEL FRAME ORAWN BY, L.O. /A9. DAYBAR INDUSTRIES LTD a >�r aww�a+, 2os 9°as 78:00" eos 8284204 01/1 2/12 DATE N• I. I COCOON I ma I Ox COMM I 1 120 12 -011 DRAWING No 62-01 a 1 - 1- 1 a 1 1 SHEET 2 OF 14 r A lie 11275 1 REINFORCING MATERIAL' GAUGE 12 MINIMUM (0.097 THICK) GALVANNEAL SURFACE STRIKE REINFORCING DETAIL #19 0eM0”0.' eVIENSev MATERIALS GAUGE 10 MINIMUM GALVANNEAL ©04 1/2' FRAME HINGE REINFORCING DETAIL #17 1. DIEMITERED CORNER CONT. WELDED INSIDE FACES & AT RETURNS 2. CAULK COMPLETE INSIDE CORNER WITH GE SILICONE II TYPICAL WELDED CORNER DETAIL #16 MATERIALS GAUGE 16 MINIMUM (.057) GALVANNEAL OAS 5 3/4' .TYPICAL SECTION THROUGH DETAIL #15 Ipso OFFSET MATERIALS GAUGE 12 MINIMUM GALVANNEAL 04 7/8' STRIKE REINFORCEMENT FOR FRAME DETAIL #18 11875 #8 -32 0.750 SCREW PEAD LOCK STRIKE TAB 14 GA (0.074) MIN ATTACHED TO STRIKE JAMB W/ (3) 1/8'0 PROJECTION WELDS. FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) ® 2012 102200 em. 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TE4 908 ECAC 4k, 008 498 -4204 01/17/18 DATE a 042 12 -011 ORAw010 !b EREET 8 OF 14 8_p02p00 0.6250 0,3430 0.8750 0,8750 --ON 1.2500 In N w 0 DOOR HINGE REINFORCING,. 0004 A. 7.7N,. 4 >r; - iNAt a°°° eseoaQ� raOOUCT mum �ar Wind*. spa 2 . COL �4r • MATERIALI GAUGE 10 MINIMUM GALVANNEAL FLORIDA BUILDING CODE (RICH VELOCITY HURRICANE ZONE) 02012 1424 0 00. IL ECO INC. 1. rout T$?IONm & Excemma0Na COMPANY "wiLffiAkt .. I'M: urn 4408%/ SERIES L518 FLUSH OUTSWINO COMMERCIAL STEEL DOOR VI/SERIES "AS" STEEL FRAME OOAWN fit LO10.4. DAYBAR INDUSTRIES LTD ON 102 000 428 -4000 020 me 620 -4304 • 01/17/12 atc 16m004 I 0110 00-421 "1 :1 .I 001 12 -011 =WPM 8 No 80000 9 OF 14 aD 4,7500 —►I ELEVATION GAGE 14 (0,074) MINIMUM RP REINFORCING SAME AS #86. LESS LOCK CLIP & MOUNTING' TABS MATERIAL' ALL GALVANNEAL �-- -- 3.5000 — --I PLAN o LOCK CLIP -18GA (0.045) MIN. ONLY VALID FOR ASSEMBLY #3 ff; LtJ aw+ 2.0625 • ANSI #A115.1 #86 MORTISE LOCK,RP REINFORCINGS DETAIL #9 eo 45rN any lr ef-- l DNAL 4/�1e ��p00 ®B °9OQ C7 0.3125 1.1875 • • • 0.6875 #12 -24 SCREW 2,1875 r (3) 1/8 °0 PROJECTION WELDS DOOR EDGE MOUNTING TAB 1.4 GA (0,074) MIN irk 0 =lei, 6 ern FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) 0 EWE 0UE= Nc. 031001004 IL ECO \ mulls; SERIES LS18 FLUSH OUTSWING COMMERCIAL STEEL DOOR W /SERIES °AS° STEEL FRAME DIME te/w¢ DAYBAR INDUSTRIES LTD 01k e000"'""'Sas6Y:69• -9iW 01/17/12 SAE MOM 1 08 1 oa Y 1 UMW= . 1 wn 12 -011 CENTRIST No ow 00-01 P1/n/M' a SHEET 10 OF 14 2,3648 0,6 cu sO (U REINFORCING LOOP BARREL SUPPORT co M N 0 2.632 BARREL SUPPORT m MAT: 0.035 SATINCOAT co a � ~ o0 TO SUIT 8 /32UNC � ° THREAD #161 EDGE REINFORCING MAT: 0.078 SATINCOAT 2,632 VIEW X (4) 1/16 °o PROJECTION WELDS ao �Id fN�B 7%°°°oeo 8. SECTION THROUGH EDGE REINFORCING �' SRa0V 0 20—.- 0,390 1 M N a, I -4 N N ( 1 I o .--, —.-10,712 REINFORCING LOOP MAT) .035 SATINCOAT VIEW X #161 LOCK, REINFORCINGS DETAIL #8 ran= =WI Wit 1Pkodii . FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE .ZONE) 01 2018 M7200 2% f6N®(LOma) ILEC.O'm T8.1JT T68)7N0 d RWO)MPBNRMO OOI4PANY FB- 0280718 1WLTEO 0. k P.2 710121236' 44187 SERIES LS18 FLUSH OUISWINO COMMERCIAL STEEL DOOR W /SERIES "AS" STEEL FRAME DI AWN DAYBAR IN28gTDUSTRIES LTD 1118 806 020.80801* 200 B�i4W 0472 Y6 It• I POORPOW OW 08-061 M / / A O : W I =MN I NW 12 -011 ORAWNO No 244122 1102 14 VIEW X U) (Y) - 1.6870 -'1 PLAN MATERIAL+ 14 GAUGE {0.074) MINIMUM GALVANNEAL, GLUED TO DOOR AT HEAD & SILL USING HEMILBOND '8320 -1 CONTACT ADHESIVE. Q VIEW X • 0r:37 PAGE #12 RIM PANIC SURFACE BOLT REINFORCING . c 1*4\11 0 '... 11174/ DETAIL #10 000 • p 6&7 3D VIEW roma maws MWON —: aofec6 FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) m 2012 Iowa. no. ) IL ECO IN.. \ 7uu7 Tas7N a ewmNr R1No COM2AMr £8-0000720 FL08881 1fo. IdiB7 SERIES'. LS18 FLUSH OUTSWING COMMERCIAL STEEL DOOR W /SERIES AS STEEL FRAME WWII Ws DAYBAR INDUSTRIES LTD SO WEST ORM 1112121,1911, AIN t210114 UM' 214 flits 0S 0045000 PAX[ 008 815 -4204 01/17/12 DATE IIV.0 0 018 OhON /17/12 001 JCL O 1 0tl0194101 1 OR 12 -011 086*000 No Mort 12OF14 CONCRETE BLOCK WALL REQ'D JAMB Q 1.5000 MAX. 1/4' SHIM SPACE EMA BUTTERFLY ANCHOR (SEE SHEET 13A) CONTINUOUS CAULK BOTH SIDES (TYP.). 4' MIN MORTAR JOINT MASONRY WIRE ANCHORS (0.157" DIA, 9 1/2" LONG) IN HORIZ. MORTAR JOINTS; FILL JAMBS m SOLID WITH MORTAR "DAYBAR # PT1 -001" WIRE ANCHOR DETAIL #21 1,8750 CONTINUOUS CAULK 1 1/2" BOTH SIDES (TYP.) MIN POURED CONCRETE OR GROUTED CONCRETE BLOCK WALL REQ'D. W/ ®3/8" x 5" FLAT HEAD STEEL UCAN — SLEEVE ANCHOR W/ 1 1/2" Min. EMBEDMENT. (E,M,A,) EXISTING MASONRY ANCHOR DETAIL 4422 (4 08 W/ 1 -1/4" MMin. >ii��"; PER ANCHOR. F.H. WOOD THREADED PENETRATI 5.6250 !rani 1/2" Min. GYPSUM WALL BOARD OR PLYWOOD SHEATHING (TYP.) ±0.625 DAYBAR PART # PT1 -004 1.8750 0 CUPIN STUO ANCHOR MATERIAL GAUGE 20 (0.035) GALVANNEAL 7() 2 PIECE COMBINATION STUD ANCHOR DETAIL #20 DOUBLE 2'x8' WOOD STUDS REQ'D. MAX. 1/4' SHIM SPACE EQ, EQ. %.111;Z:fair r311111111111— 71r..1T, EMA BUTTERFLY ANCHOR (SEE SHEET 13A) 0 CONTINUOUS BOTH SIDES °OOy eo °a� °',•� kilt. 1� WOOD BUCK a SFs'$ ki (MIN. 2'x 8' NOMINAL) <8) 3/8 ° -16 X 6' STEEL CARRIAGE 1 BOLT C/W NUT AND WASHER ?1:. (E.M.A.) EXISTING •ssa tPr,'P ='la WOOD. BUCK ANCHOR OPTION FOR DETAIL #22 NOTES: 3 ANCHORS REQUIRED PER JAMB, 6 PER FRAME FOR DETAILS #20 & 21, 4 ANCHORS REQUIRED PER JAMB, 8 PER FRAME FOR DETAIL #22. AM =rib lir: FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) ®s7116 =CO Oro. ssaimem ir INttlNtt \ IIERWAMag TTp67la 44 Lf.j44167 SERIES 1.518 FLUSH OUTSWING COMMERCIAL STEEL DOOR W /SERIES "AS" STEEL FRAME DRAWS aa DAYBAR INDUSTRIES LTD mss � oS4B:m -toe 01/111/12 tun 1 I 710 OD+W1 101:4 Ito 02[0:111)31 MX IA. m 0l 12 -011 CROWS No 1 W 13 OF 14 2.000 -1 ,ys L[) d, namaltivism o -b �l 1.250 MATERIAL: 18 GA SATIN COAT 1.250 6.750 EMA BUTTEFFLY ANCHOR „Of!: ,r`�toAmge -k� (ware) Ea aDla Tareoo ma . No. 4167 X 811 FLORIDA BUILDING CODE (HION VELOCITY HURRICANE ZONE) IL.. ECO i>wa 74UT ,1'nu,6 S, y&WQIN66R/NO CONPAI4Y 1.1 mWOt /fa. f41B7 SERIES LSI8 FLUSH OUTSWINO COMMERCIAL STEEL DOOR W /SERIES . "AS" STEEL FRAME DAYBAR INDUSTRIES LTD 50 DROI0. &N1�fOM. Ta 951 LTaJ4 MOM= =MO. COMM41 lac 1 4 01/17/12 DATE 12 -011 CRUM No SHEET 13A 0? 14 lAYBAR S LIMITFD BILL OF MATERIALS: ITEM QUANTITY MATERIAL BASIC DIMENSIONS OR ADDITIONAL DETAILS 1 1 16 GAUGE WELDED FRAME AS 5 3/4' JAMB DEPTH X 2° FACE X .057 MIN 2 1 18 GAUGE FLUSH DOOR COMMERCIAL STEEL 1 3/4' THICK X 6045 MIN), C/W PAPER HONEY COMB CORE 3 3 HINGE REINFORCINGS (DOOR) 1 1/4' X 10° X 10 GAUGE C.135 MIN) 4 3 .HINGE REINFORCINGS (FRAME) 1 1/2' X 8 3/4° X 10 GAUGE (,135 MIN) 5 1 STRIKE REINFORCINGS <FRAME) 1 3/8' X 7 5/16' X 14 GAUGE 6072 MIN) 6 6 WIRE MASONRY FRAME ANCHORS <3 PER JAMB) <OR) 9 1/2' LONG X 10 GAUGE 6135 MIN) 7 6 CLIPIN STUD ANCHORS C3 PER JAMB) <OR) 1 7/8' X 5 5/8' X 20 GAUGE 6035 MIN) 8 6 EMA ANCHOR BOLTS C4 PER JAMB) (OR) 3/8' X 5° STEEL UNICAN — SLEEVE ANCHOR 9 6 CARRIAGE ANCHOR BOLTS (4 PER JAMB) (OR) 3/8 ° -16 X 6° STEEL CARRIAGE BOLT C/W NUT AND WASHER 10 3 HINGES —HAGER BB1191 4,5° X 4,5° STANDARD WEIGHT C,134 THICK) 11 1 RIM EXIT' DETEX VALUE SERIES C/W OPTIONAL ALARM N/A 12 1 MORTISE LOCKI MARKS SERIES 5 N/A 13 1 CYLINDRICAL LOCK' MARKS SERIES 170 GRADE #1 N/A 14 1 DEAD BOLT' MARKS SERIES 130 N/A 15 1 WEATHER STRIP' NATIONAL GUARD PRODUCTS #120NA SECURED WITH #6 X 1/2' SMS SCREWS 16 1 THRESHOLD' NATIONAL GUARD PRODUCTS #950NA EXTRUDED ALUMINUM 17 1 CAULKING' GE SILICONE II N/A �., StQR1A� 0,0 ®2012 T2JEW Oa (examarto IL ECOINC.\ 17W7 7E'STA9G 4 ENQ1N6 R1N0 6OMIPANY OSM.76R A. 44 67 PLIXtlG1 Lk� 44887 tee+eM► INRAVINo Imo •..21w z C FLORIDA BULDINO CODE (Blom, VELOCITY HURRICANE ZONE) SERIES L818 FLUSH OUTSWING COMMERCIAL STEEL 000R W /SERIES "AS" STEEL FRAME ORAWN BT* Lo/A®. DAYBAR INDUSTRIES LTD IX KU ORIY4Stri. SNt 905 Y4Yt 420 -421% 01/17/12 DATE am 14 tomanTo 5i2 NOM Op01�Dp5 NZ 12 -011 DRAWEE No 02.031 Barr 14 OF 14 11121804 KEISCH OFFICE M2 Piy:1 Qty: 114 Wgt 24.5 lbs SEAN: 820458 / T22 / SPEC FROM: DRW: / 09/11/12 2'710 1 3'02 2'2 "10 9"8 011.5 4 4] �-- 111 "10 — k 0"— i 1 Nog 2'8° 1 -10'1 3'0"21 Loading Crites est) TOLL: 30.00 TCDL• 15.00 BClL• 0.00 BCOL: 10.00 Des Ld: 55.00 NCBCLL 10.00 Set 2.00 Load Duration: 1.33 Sparing: 24.0 - Cdtede MAW Std: ASCE 7-05 Speed: 148 mph Enclosure: ParL Ends, Calegory:0 EXP: C Mean Haight 15.00 fl TCDL 5.0 psi BCDL: 5.0 psf MWFRS Parallel Dist 0 to h12 C&C Dist a: 3.00 6 1:1.0 GCpk 0.55 Wad DwaUon 1.33 Snow Criteria (Pg,Pf N PSF) Pg: NA Ct NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / MIsc Crferia Bldg Code FBC07 HVHZ TPI Std: 2002 Rep Fed Used: Yes FT/RT:10.0%(0.0%)15(0) Plate Types) WAVE DeflICSI Criteria PP Deflection in km Udell L/D VERT(LL� 0.010 C 987 78 VERT(TL) 0.012 C 778 78 HORZ(LL): 0.022 C - - HORZ(TL) 0.028 C - Creep Factor: 1.5 resMaxTCCS& 0.200 Max BC CSt 0.088 Max Web CSt 0.130 VIEWVer. 10.03.11.0209.20 ♦Maximum Reactions (Ms) Loc R /U / Rw / Rh / Rt. /W Lumber Top chord 2x4 SP 52 Dot chord 2x4 SP 62 Webs 2x4 SP 53 JT Plate Lateral Chad JT No Size Shit Bite No (4) W1.5X4 5 2.50 John A. titer UC:36205 14337 Commerce Way Miami Lakes, FL 33016 p s is speclal ors Refer to scaled plate plot positioning Wind loads based on MWFRS with additional C&C Plate Lateral Clued mamba design 8 reacions. Size Shift Bite "*" BEARING ANALOG MODIFIED! "*" E 389 /383 /300 /83 /290 /- F 8 /18 /77 /83 /302 /8.0 Wind reactions based on C&C Bearing F Feperp = 885paL Maximum Top Chord Forces Per Ply pbs) Chords Tens. Chords Tern. Comp. A -B 289 -131 B -C 0 -80 Maximum Bat Chord Forces Per Ply pbs) Chords Tens.Comp. Chords Tens. Comp. A -E 275 -125 B -D 306 -128 Maximum Web Forces Per Ply pbs) Webs Tens.Comp. Webs Tens. Comp. B -E 270 -338 C -F 9 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS pl -86 i ; f'Y and ar tla ••411) 1., •y.:. K1, deviators from this d Afilittofff i Ira ol- pp�� 85 f �. d9Ue�' Sl kearer to' fakirs to buRd 51‘11:emo =am suallitrarartra u RTINEZ TRUSS 00.,1N0: 0280 N.W. South River Dr. Medley. F1.33168 (305)8884281 INFOGIMARTIMIZTRUSILNET Nand Florida 11121604 KEISCH OFFICE M2A PIy:1 Qty: 19 WO 19.8 Ibs SEON: 820481 / T4 / SPEC FROM: DRW. 0w11112 12 26.38 p III 3X4 1n E 4' III 1.5X4 &3] 1'10 "8 2'2 "10k� T T Loading Criteria (m1 TCLL: 30.00 TCDL 15.00 BCLL 0.00 BCDL 10.00 Des Ld 55.00 NCBCLL• 10.00 Soffit 2.00 Load Dumdum 1.33 Sparing: 24.0 Wind Criteria Wind Std: ASCE 7-05 Speed: 148 mph Enclosure: Part. End Cetagay: fl EXP: C Mean Height 15.00 ft TCDL 5.0 pet BCDL 8.0 psi MFRS Parallel Dist 0 to h12 C&C Dial a: 3.00 It 1:1.0 GCpt 0.55 Mai Duration: 1.33 Snow Criteria (Pg,PI to PSF) Pg: NA Ct NA CAT: NA Pf: NA Ce. NA Lu NA C9: NA Snow Duration: NA Code / Miso Criteria Bldg Codes FBC07 HVHZ TPI Std: 2002 Rep Factors Used: Yes FT/RT:10.0%(0.o sy5(0) Plate Type(s): WAVE DeUICSI Criteria PP Deflection in loo Weft LID VERT(LL } 0.003 C 999 120 VERT(TL): 0.008 C 998 90 HORZ(LL): -0.001 C - - HORZ(R.).0.002 C - Creep Factor: 1.5 resMax TC CSI: 0.305 Max BC CSt 0.144 Max Web CSI: 0.138 VIEW Vec 10.03.11.0209.20 Lumbar Top chord 2x4 SP 82 Bot chord 2x4 SP 1/2 Webs 2x4 SP 83 JT Plate Lateral Chord JT No Size Shift Bite No 131 W1.5X4 6 2.25 B r) 1 Odds) require Wiled (date plot detatiss for spedal posittdng Wind loads based on MWFRS with additional C&C Plate Lateral Chord member design & reactions. Size Shift Bite Right end vertical not exposed to wind pressure. MODIFIEDI ""' John A. liter 110 36205 14337 Commerce Way Miami Lakes, FL 33016 . Maximhmr Reactions (Ibs) Loo R /U /Rw /Rh /RL 1W C 341 /299 1279 173 /325 1- B 0 1- 1- 173 1248 /1.5 Wind reactions based on C&C Maxhmnn Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A -B 307 -130 Maximum Bot Chord Forces Per Ply (Ibs) Chards Tens.Oomp. A -C 329 -151 Maximum Web Forces Per Ply (Ws) Webs Tens.Conlp. B -C 183 -303 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAIMNGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS to • In � . i? ., . - of +ht..4u;.µ' P.n.; e "rsss' ate, ,) "1t . ' . tf ass 0. 7NARTtNEZ TRUSS CO.. INC. 9280 N.W. 8altll Rim Or. Medley 11.88188 (308) 81134281 i i!18 Yrewlhg failure to build Om er pag.�g t IISe 119, Mani Florida 11121604 KEISCH OFFICE CJ2 Ply:1 Qty: 2 Wgt 24.5 Ibs SEAN: 620484 / T14 /MONO FROM: DRW: 09/11/12 18.65 3X4r) e 1O"8 i 1.8 2'842 13'4'a 1'9'4 g8�� 3'4�6G F 3'446 • iA i t 1 Loading Criteria (psi) TCLL• 30.00 TCOL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 65.00 NCBCLL: 10.00 Soffit 2.00 Load Dura5a n 1.33 Spaces 24.0 • Wind Criteria Wind Sid: ASCE 7-05 Speed 148 mph Enclosure: dosed *fl EXP: C Mean Height 15.00 fi TCDL• 5.0 psi BCDL• 5.0 psi MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 R 1:1.0 GCpt 0.18 Wind Duraflan:1.33 Snow Criteria (Pg,Pf M PSF) Pg: NA Ct NA CAT: NA PF NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code 1 MHc Criteria Bldg Code: FBC07 HVHZ TPI Std: 2002 Rep Factors Used Yes FT/RT: 10.0%(0.0%)15(0) Plate Types) WAVE DeHICSI Crites PP Deflection in loo L/defl LID VERT(LL) 0.049 0 823 120 VERT(TL) 0.116 0 348 90 HORZ(LLy -0.017 B - - HORZ(TLx�043 B - Creep Factor: 1.5 resMax TC CSI: 0.253 Max BC CSI: 0.335 Max Web CSt 0.184 VIEW/Vac 10.03.11.0209.20 Lumber Top chord 2x4 SP 112 Bot dwrd 2x4 SP 02 Webs 2x4 V13 JT No Plate Lateral Chord JT Size Shift Bits No W3X4 S 1.75 Negative reaction(s) of -2390 MAX. (See below) from a non -wind load case requires uplift connection. (") 2 plate(s) require special posit>onIng. Refer to scaled plate plat details for special positioning Plate Lateral Chord rte. Site Shift Btte Wed loads based on MWFRS with additional C8C member design 8 reactions. "4" BEARING ANALOG MODIFIED)'"" John A. liter LiC:36205 14337 Commerce Way Miami Lakes, FL 33016 A Maximum Reactions (prs) Loa R /U /Rw /Rh /RL /W F 673 /481 /416 /179/388 /- E -239 /91 /13 /179/132 /1.5 Wind reach based an CAC Maximum Top Chord Forces Per Piy (Ibs) Chords Tens.Comp. Chords Tens. Comp. A -B 174 -130 C -D 140 -65 B -C 297 -85 D -E 179 -85 Maxhnum Bot Chord Forces Per Ply Obi) Chords Tens.Comp. Chords Tens. Comp. A-G 55 -25 G-F 366 -205 Maximum Web Forces Per Ply (ibs) Webs Tens.Comp. Webs Tens. Carp. B -G 391 -238 D -0 228 -566 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING) "IMPORTANT" FURNISH THiS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS In bra ,4,..-ef -. to As to failure to !wild emboss in conformance olio sune m , ity an use o 1.-U• •, 1 _ rte L • MARTINEZTRUSS CO., iNO. 9280 N.W. South River Or. Medisy. FL 99155 !908) 6634281 ustoesunnuunamstaq Miand Florida ti Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 VO Permit Type: BUILDING ROOFING 'be- A t, <<a_. .��. Phone #: 3 p5' 7gs -319c, Permit No. Master Permit No. CC- 1 ( 0 14, OWNER: Name (Fee Simplet),),-1.... Titleholder): 1 Address: 4P 4 tit/ �d a O r` � Q. t c.. City: N. Q- 11—`•- j, Z 14— State: F L--- Tenant/Less�/ee Name: Y Email: bcL l & b O t' S ®b e I (S6 & f-k • 14 c4 JOB ADDRESS: ctl(YS Aztk City: Miami Shores County: Folio/Parce] #: Phone#: Zip: 3 3 1 V / "jctv`� Miami $de Zip: 33 t S. Is the Building Historically Designated: Yes NO Flood Zone: 2-K= CONTRACTOR: Company Name: �'("e u. (I ilk f z (�.* to:. 84.tcJ 1Phone #: 30t -la�a 0 p 3? O� Address: bls t4 S / 1 1/c,1 / ' City: Yt e 1 �1 trig_ �- A State: F L Zip: 30'�I,t�' D f Qualifier Name: NO. OAC. "{' L. > Q- ld �, k►�' Phone#: 3 oc�" `L�s3-1711 State Certification or Registration #: d. f G IA" 1 S O 17 Certificate of Competency #: Contact Phone #:3a! • g3 7 Email Address: 3' ! 0(.0114.9-k tit-40 i 1'` . Cc� ,141/4_ ,141/4_ y DESIGNER: Architect/Engineer: MCI- 4 1< , . 0411.1w P� t f t r k t+ed Phone#: 3 vs"; 7$ f -a3 ( Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAddition DAlteration DNew DRepair/Replace Description of Work: T2. u5,S 51-lop 18 Da° q. DDemolition ****+ x***** ** * * * *** ***** *** *** ** ******** ees *** nay ***+x **** ** **** ** ***e = **** *x+** ** * * ** ***** Submittal Fee $ Permit Fee $ ? CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zp 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 the 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 OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the isstumce of a building per nit with an estimated value exceeding $251X1, the applicant must promise in good faith that a copy of the nonce of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement trust be posted at the job site for the ,first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be ; roved and a reinspec pion fee will be charged. Signature Owner or Agent The fo going instrument was a`c'knowledged before me is day of� 20 by V who is personally known to me or who has produced (24' (17 As identification and w `k1 tii O b pj th.. yo NOTARY PUBLIC: Sign: Print: My Commission Expires: ;4 lof 00 '•..� tt,J, Contractor The foregoing instrument was acknowledged before me this j� l 4& 11 " f� Vl ( ki, day of DiA9 C" , 20 L t . by k ` ^`' -fe who is personally known to me or who has produced bass identification and who did take an oath. RY PUBLIC: 44/nsillttttttt� *4.1,t. ** **S*,****.* *deb eta& **** * ***1 110***** *** ***042********01 ***** ** ** APPROVED BY ` Plans Examiner Structural Review (Revised 07110 7)(Revis d 06110P2009XRevisal 31i5179) otary Public State of Florida ylvie A Perry AT My Commission EE027516 for Expires 1W1512n•4 Zoning Clerk Engineering Cover Sheet �EZEIVED APR 30201 Job# 11121604 Date: 2/9/2012 This cover sheet is provided as per Florida Statute 61G15-31.003 in lieu of signing and sealing each individual sheet. An Index sheet of the truss designs is attached which is numbered and with the indentification and date of each drawing. Customer Name: Project Name: Project Address: Building Authority: Design Load: Building Code: Software Used: Engineer of Truss Design Package JOHN A. ILTER P.E. FL Reg. Eng. No. 36205 14337 Commerce Way. Miami Lakes, FL 33016 KEN CONSTATINO BLDRS. KEISCH OFFICE 9165 PARK DR. MIAMI SHORES FL CITY OF MIAMI SHORES 55 P.S.F./ 150 M.P.H. FBC 2007 -HVHZ RES / ASCE 7-05 Alpine View 10.03.08.1118 ORM r�'`,11161tIal ►)trl� ` NX14. ic /4144 1/4 # <CENS I.I • • • • •. tti •�"e00• • • ,, VA 10 Project Engineer of Record: Kiss 34402 GC.- 11-- 2-0(42 SUBJECT TOCQMPI 1A Gf_ W111 -1 )\LL FEDERAL STATE AND COl INTY RULES AND REGULATIONS Page 1 of 2 Engineering Cover Sheet Page 1 T1 2 TG1 3 T1A 4 T1A 5 HG81 6 MHG61 7 T2 8 HG62 9 M2 10 J2 11 J4 12 J8 13 CJ6 14 MV2 15 MV4 Truss ID Profile Job# 11121604 Date: 219/2012 Date Page 2 of 2 11121604 KEISCH OFFICE T1 Ply: 1 Qty: 16 Wgt: 74.2 Ibs SEQN: 530173 / T3 / COMN FROM: DRW: 02/09/12 T 1 1 2'2°14 _I 2'2"14 x6"14 12 12'1094 04X4 5'4" 15'1 "13 2'214 v3X4 B O 3X4 YYom_ 1 2X1A1) 1"2 2'2 "14 2'2"14 5'4" r6 "14 5'4" 12'10"14 1 1'1094 - 2'2 "14 15'193 5 Loading Criteria (pst) TCLL• 30.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.33 Sparing: 24.0 " Wind Criteria Wind Std: ASCE 7-05 Speed: 150 mph Enclosure: Closed Category: II EXP: C Mean Height: 19.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C &C Dist a: 4.50 ft I: 1.0 GCph 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf In PSF) Pg: NA Ct NA CAT: NA PF. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Miss Criteria Bldg Code: FBC07 HVHZ res TPI Std: 2002 Rep Factors Used: Yes FT/RT: 10.0%(0.0%)/5(0) Plate Type(s): WAVE DeflICSI Criteria PP Deflection in Ioc Udell L/D VERT(LL): 0.010 C 999 380 VERT(TL): 0.024 C 999 240 HORZ(LL): -0.002 F - HORZ(TL):-0.002 F - Creep Factor. 1.5 Max TC CSI: 0.330 Max BC CSI: 0.170 Max Web CSI: 0.229 VIEW Ver. 10.03.08.1118.15 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Left and right cantilevers are exposed to wind JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 2] W1.5X4 S 2.60 [12] W1.5X4 S 2.50 John A. liter IX: 36205 14337 Commerce Way Miami Lakes, FL 33016 (")1 plate(s) require spade! positioning. Refer to scaled plate plot details for special positioning requirements. Wind loads based on MWFRS with additional C &C member design & reactions. • Maximum Reactions (Ibe) Loc R /U /Rw /Rh /RL /W I 846 /792 /263 /- /91 /8.0 F 846 /792 /263 /- /- /8.0 Wind reactions based on C &C Bearings I & F are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A -B B - C 177 -399 497 -671 C -D D -E 497 -671 174 -399 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - I I - H H -G 399 -158 329 -125 328 -149 G - F F - E 328 -149 399 -155 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I - B B -H C - H 694 -745 H - D 571 -520 571 -520 D - F 694 -745 257 -104 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses u e ca in fabricating. handli shi in , in in end bracing. Ref to d follow the latest edition of SI (Building brow ety I rmagon, b TPI WTCA) r practices iorto rforming i fu coons. Installers shall provide tein ra rcrtippog SI. U noted ozherwlse,top cho ?sh�ve proper �chea structufal s eeathinp and bottom chord shallll h properly attacdh d calling �I,aoecations shown for rmanent lateral restraint webs shall have bracj� ins per BCSI sections $3, have 7 or 10, a4s aR 6e AppTy Water t peal face Minns and position as shown above and on the Jo Detaus, unless noted otherwise. Refer to MN Builsti Co Tmpoo gigs e� d Group In shall pot b� res n$I a an deviation from ghis d 9 pj failure to build th suss in nformance with AUs =sentence ce c7P roT shrine einsta eeri 9 r b g oihusaes y f seal o th rawiii! cr cover p chit s enril use d ofwings indicates acc nce of pprocess drat n ineeNn res nsib tty solel' forth rre ign shown. The soft gi i drawing for any structure fa the respona bflity of the Building Designer per ANSiITPITSec.2. For more Information see Ode lob's neneral notesl+ane and these web sites: ITWWBCG: www.itwbca.com: TPI: www.taineto a WTCA: www.sbdndushv.co,m ICC: www Ixsafe.ore MARTiNEZ TRUSS CO., INC. 9280 N.W. South River Dr. Ailey, FL 33199 () 883.8281 Miami Florida 11121604 KEISCH OFFICE TG1 Ply: 1 Qty. 1 Wgt 78.4 lbs SEON:530235 /T1 /SPEC FROM: D'RW: 02/09/12 T 1 N 1 2'294 2'294 1I 7'8"14 5'4" 13'094 1114 5'6" 2'294 2'294 5.4" 7'8"14 5'6" 13'0 "14 PI Loading Criteria (pat) TCLL• 30.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.33 Sparing: 24.0 Wind Criteria Wind Std: ASCE 7 -05 Speed: 150 mph Enclosure: Closed Category: 11 EXP: C Mean Height 19.72 ft TCDL: 6.0 psf BCDL: 6.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 4.50 ft I: 1.0 GCpt 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf rn PSF) Pg: NA Ct NA CAT: NA Pf: NA Ce: NA Lu: NA Ca: NA Snow Duration: NA Code / Mist Criteria Bldg Code: FBC07 HVHZ re TPI Std: 2002 Rep Factors Used: Yes FT/RT: 10.0%(0.0%)15(0) Plate Type(s): WAVE DefUCSI Criteria PP Deflection in loc Udefl L/D VERT(LL): -0.057 H 999 360 VERT(TL): 0.104 H 999 240 HORZ(LL): -0.010 E - - HORZ(TL): 0.016 E - Creep Factor: 1.5 sMax TC CSI: 0.712 Max BC CSI: 0.824 Max Web CSI: 0.740 VIEW Vet: 10.03.08.1118.15 Lumber Top chord 2x4 SP #2 Bot chord 2x6 SP #2 Webs 2x4 SP #2 Left cantilever Is exposed to wind JT Plate Lateral Chord JT No Size Shift Bite No [ 2] W3X5 S 3.75 [ 3) [ 8] W4X6 S 2.25 [11] John A. Ilter UC: 36205 14337 Commerce Way Miami Lakes, FL 33016 Special loads -(Lumber Dur.Fac. =1.33 / Plate Dur.Fac. =1.33) TC- From 92 pif at -0.15 to 92 plf at 7.52 TC- From 92 pif at 7.52 to 92 pN at 13.19 BC- From 20 pN at -0.05 to 20 pif at 5.92 BC- From 10 pN at 5.92 to 10 pN at 13.19 BC- 709 Ib Conc. Load at 5.92 Plate Lateral Chord BC- 599 Ib Conc. Load at 7.92.9.92,11.92 Size Shit Bite W3X5 S 1.25WInd loads and reactions based on MWFRS with W2X8 S 4.75additional C &C member design. • Maximum Reactions (Ibe) Loc R /U /Rw /Rh /RL /W I 1837 /1319 /- /- /- 18.0 F 2073 /1457 1- /- /- /8.0 Wind reactions based on C &C Bearings I & G are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. A - B 215 -222 C - D 1923 -2841 B -C 1928 -2645 D -E 5 -4 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - I 200 -193 H -G 143 -106 I -H 376 -326 G -F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tern.Comp. Webs Tens. Comp. 1 -B 1144 -1522 H -D 2318 -1675 B - H 2091 -1458 D - G 1039 -1379 C -H 1106 -703 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAINING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS e lnb i shi in r R r to a f ow the I of ®I Building g to g s. l r ? to irpe awt��ch hp = , nd orb c ord t hvav� p�oP r y shown for rtnanee t�n abs above have . . yr ed p8r SCSI : -. • s 83, Bt or 870, each face truss a as and on the J • Detay., unless no =,• • ervrise. (tefer to Prate & MARTINEZ TRUSS CO„ INC. 9280 N.W. South River Dr. Medley, FL 33108 I71N il G I s res a for an devlatiorr from is d ens failure to build th truss rman� (305) 683.8251 INFOWARTINEZTRUSILNET lndloANS 1, or phr sh , �n� an nadnl tru A worms, a r$awthg o over "listing twit ►t mraw ti for anyP9truchve iarothe reapona of th% Bui ding g i r In shown. a su Iv and use wrist Fa Mora Infarmallon see this bb'9 amoral rimes pane and these web sitex ITWIBCG: www.8wbw.cam TPI: vwvr tpb� ra: WrCA wrw.abdndusby.� ICC: wvwdasafe.an Miarrd Florida 11121804 KEISCH OFFICE T1A Ply: 1 Qty: 1 Wgt 68.8 Ibs SEQN: 530185 / T2 / SPEC FROM: DRW: 02/09/12 2'2°14 7'6 "14 2'294 12 4 p 5'4" 13'0"10 #'4X4(R1) C 5'512 1.14 4 F.- 1'10"14 1I,2 2'294 2'294 5'4" x317 H °- 3X4('") 11'4" 7'694 5'592 13'0"10 11 "14 PI Loading Criteria (psi) TCLL• 30.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.33 Spacing: 24.0 ° Wind Criteria Wind Std: ASCE 7-05 Speed: 150 mph Enclosure: Closed Category: 11 EXP: C Mean Height 19.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist h/2 to h C&C Dist a: 9.00 It 1: 1.0 GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT: NA Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Miac Criteria Bldg Code: FBC07 HVHZ re TPI Std: 2002 Rep Factors Used: Yes FT/RT: 10.0 %(0.0 %) /5(0) Plate Type(s): WAVE Deff/CSI Criteria PP Deflection in Ioc Udell UD VERT(LL): 0.012 C 999 360 VERT(TL): 0.028 C 999 240 HORZ(LL): 0.003 E - HORZ(TL): 0.008 E - Creep Factor. 1.5 sMax TC CSI: 0.394 Max BC CSI: 0.211 Max Web CSI: 0.258 VIEWVer 10.03.08.1118.15 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Left cantilever is exposed to wind JT Plate Lateral Chord JT No Size Shift Bite No [ 2] W1.5X4 S 2.50 [14] John A. liter LIC: 36205 14337 Commerce Way Miami Lakes, FL 33016 Plate Lateral Chord Size Shift Bite W3X5 S 3.00 ( ")1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Toads based on MWFRS with additional C &C member design & reactions. AMaximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W J 879 /819 /259 /- /95 /8.0 F 598 /532 /127 /- /- /8.0 Wind reactions based on C &C Bearings J & G are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A -B 171 -407 C -D 643 -758 B - C 631 -760 D -E 5 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A -J J -I 1 -H 411 -151 289 -145 64 -59 H -G 84 -59 G -F 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J - B B - I C - I 724 -781 670 -585 284 -100 I - D D -G 586 -457 516 -546 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses ware e e ca In satin dlin , shi pin Installin d bracing. R r to and follow the lam million of SI (Building Co n rmat�On b TPI A) oil era ro�r performin �u ctions. Installers sha� p vide tare ra Bret r SIB. U note3 top coos helve pro d atth eel souctu s r irng and bum chord orI have a pooper7y atta i ceNrtg. sons own fo) rmanen rel r tm webs shall have bracln�atjIed par SCSI suns B3, B7 or B10, s a icable. Ap 1Tly � to face or truss and on as snnn000 above and on the Join Detalls, Mess noted othervnse. Refer to d gs 160A-Z "forstandard pate positions. wffit te handling, sll, n ri �d bracing trusses, A sea t on this d n ohevsiabil ^ drawing, BuilcImgComponents Gtop Inc. shall not by responsible for an deviation from his drgwin ,a failure to build th ss i conformance dl e acce �a ce f Pesnaigineehg y olel pr TPsho � . The suitability ts drawing for any structure s the reponsby engineering Building Designr per for 1 ¶S e For more Information see this bb's general notes paste and these web sites: flWBCO: www.lhvbco.com: TPI: www.teinstorg: WiCA: www.sbcindustry.com ICC: www.iccsafa,om MARTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33188 (305) 883.8281 INFOVIARTINEZTRUMNET Miami Florida 11121604 KEISCH OFFICE T1A Ply:1 Qty: 3 Wgt 68.6 Ibs SEQN: 530193 / T11 / SPEC FROM: DRW: 02/09/12 2'2 "14 2'2 °14 76°14 12 4 p 54° 13'0 °10 ,.4X4(81) C 5'512 4 1'10 °14 j J 1I2 2'2°14 _ I '' 2'2°14 5'4° 8317 H 883X4('") 11'4° 7694 -I- 5'5 °12 13'0 °10 P Loading Criteria (psq TCLL: 30.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.33 Spacing: 24.0 ° Wind Criteria Wind Std: ASCE 7 -05 Speed: 150 mph Enclosure: Closed Category: II EXP: C Mean Height 19.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 4.50 ft 1: 1.0 GCpt 0.18 Wnd Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT: NA PF. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Mlsc Criteria Bldg Code: FBC07 HVHZ res TPI Std: 2002 Rep Factors Used: Yes FT/RT: 10.0%(0.0%)/5(0) Plate Type(s): WAVE DefliCSI Criteria PP Deflection in loc Udefl UD VERT(LL): 0.012 C 999 380 VERT(LL): 0.028 C 999 240 HORZ(TL): -0.004 E - - HORZ(TL): 0.008 E - Creep Factor 1.6 Max TC CSI: 0.395 Max BC CSI: 0.211 Max Web CSI: 0.258 VIEW Ver. 10.03.08.1118.15 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Left cantilever is exposed to wind JT Plate Lateral Chord JT No Size Shift Bite No [ 2] W1.5X4 S 2.50 [11] [14] W3X5 S 3.00 John A. liter UC: 36205 14337 Commerce Way Miami Lakes, FL 33016 Plate Lateral Chord Size Shift Bite W4X4 S 2.25 ('")1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind loads based on MWFRS with additional C &C member design & reactions. ♦Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W .1 879 /819 /259 /- /95 /8.0 F 599 /532 /127 /- /- /- Wind reactions based on C &C Bearing J is a rigid surface. Maximum Top Chord Forces Per Ply (Ms) Chords Tens.Comp. Chords Tens. Comp. A -B B -C 171 -407 C - D 643 -756 631 -760 D - E 5 0 Maximum Bot Chord Forces Per Ply fibs) Chords Tens.Comp. Chords Tens. Comp. A -J J - I I - H 411 -151 289 -145 84 -59 H -G 64 -59 G -F 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J -B 8 -I C - I 724 -781 670 -585 284 -100 I - D D -G 598 -457 516 -546 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS �g ses ire e� miller rw ofd shi _ .: . - d b : -3 Ref toad the la kia� Si h►uldIn 4; , _, c S r� n ted ccii�hhe top s h ve ' -i: eJu = s h p 3 �7 or 0, • ,,-24.!,.• .. .. ce pgiy. aerated ownfooioerman re � e hav� i � t ��y g-, e. cA fbr and plate positions. and po oh es shown ague and on e o D s ass no o e . meter to ITW Bu d om rhd�snG 1 shaft nes 9hle an deviation from is d a failure to build the truss icordormance d AN UTPi' 1, nce of �� n re ns�b�i id► sot ®[y ffor th ot� 1 n s�h 9 oThhevsmu �i� ty Land used of Mgt and ng fora structure s the respons the Bu d ng Des goer per AN t �8ee.�. For more Information sae thls lob's general rotes pane and these web sites: I7WBCG: wVa.itwbcq tom; TPI: www.tatnstorg: WTCA: www.sbdndushv.ccn IOC: www.lcesafe.wq MARTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33188 (308) 883 -8281 INFOgRARTINEZTRUMNET Miami Florida 11121604 KEISCH OFFICE HG81 Ply: 1 Qty: 2 Wgt 75.6 Ibs SEQN: 530218 / T28 i HIPS FROM: DRW. 02/09/12 2214 2'2 "14 5'10 "14 3'8" 9'2"14 3'4" 12'10 "14 3'8" 15'1 "13 2214 1I' 2214 2'2"14 3'8" 510 "14 3'4" 9'2 "14 3'8" 12'1014 2214 15'1 "13 3- 11 b5 Loading Criteria (pal) TCLL: 30.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.33 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7 -05 Speed: 150 mph Endosure: Closed Category: II EXP: C Mean Height 19.44 ft TCDL: 5.0 psi BCDL: 5.0 paf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 4.50 ft 1:1.0 GCph 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT: NA Pf: NA Ce: NA Lc: NA Cs: NA Snow Duration: NA Code 1 Misc Criteria Bldg Code: FBC07 HVHZ re TPI Std: 2002 Rep Factors Used: Yes FT/RT: 10.0 %(0.0 %) /5(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in Ioc Udefl L/D VERT(LL): -0.021 D 999 380 VERT(TL): 0.037 D 889 240 HORZ(LL): -0.003 C - - HORZ(TL): 0.006 C - Creep Factor. 1.5 sMaxTC CSI: 0.342 Max BC CSI: 0.241 Max Web CSI: 0.202 VIEW Ver. 10.03.08.1118.15 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Left and right cantilevers are exposed to wind JT No [ 2] [16] Plate Lateral Chord JT Size Shift Bite No W1.5X4 S 2.50 [11] W1.5X4 S 2.50 John A. liter LIC:36205 14337 Commerce Way Miami Lakes, FL 33016 Plate Lateral Size Shift W3X7 S Chord Bite 1.25 Special loads -(Lumber Dur.Fac. =1.33 / Plate Dur.Fac.=1.33) TC- From 92 pit at -0.15 to 92 pH at 5.85 TC- From 46 plf at 5.85 to 46 plf at 9.19 TC- From 92 pit at 9.19 to 92 Of at 15.19 BC- From 20 Of at -0.05 to 20 plf at 5.88 BC- From 10 plf at 5.88 to 10 Of at 9.17 BC- From 20 plf at 9.17 to 20 plf at 15.10 TC- 169 Ib Conc. Load at 5.88, 9.17 TC- 105 Ib Conc. Load at 7.52 BC- 95 Ib Conc. Load at 5.88, 9.17 BC- 40 Ib Conc. Load at 7.52 Wind loads and reactions based on MWFRS with additlonal C &C member design. • Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W K 1089 /806 /- /- /- /8.0 Q 1089 /808 /- /- 1- /8.0 Wind reactions based on C &C Bearings K & G are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A -B B - C C -D 217 -153 910 -1095 821 -992 D - E E - F 924 -1110 212 -150 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A -K K -J J -I 103 -159 18 -83 988 -817 I -H H -G G -F 986 -817 14 -60 100 -154 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K -B B - J C - J C - H 824 -985 1075 -862 137 -124 8 -5 H -D H - E E -G 129 -114 1083 -871 822 -991 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses a ca into cefin dti sh in , Insta0ing d bra g. Ref r to a d follow the latest editi�n of Sl (Building bracpon extreme b TP o A�ora ha mhate att toed ouctn setning ns Installers rd atapppora&rfry bra r �.sos�note� �he se,to o sh h ve ro at�ch sou �h n d both �horc ha�ha a ro at as a Ica e. cape ?y to o,ocattioons shho n (for rmanernt laurel restraint w�bs shall have racing inataUed p�r BGGSI- ag onssB3, B7 or 610, to truss an pos on as shown above and on the o n Details, u ess noted othe se. meter to gs 160A Z or s ndard each ate positions. ITW Butiddino� Com ants G.7 In shall not bp responsible for an deviation from this d g,a failure to build the russ i conformance wit ANSI/TPI 1, Orrfpor hanshipping, insta0adon9 d bracing a� trusses, A seal o this draw ng or_covera listi listing drawing, indicates acceptance of ss one engineering res ns bi �v solely forth cle$iggn shopwn. a suitability drawing for any structure Is the responsibility of the Building Designer per ANSIITPI 1-Sec.2. For more Information see this bb's nanoorl notes page and these web skew. ITWBCO: wwwJtwbco.com: TPI: vrww.tpinsLorg: WrCA: ww .sbdndusby.com: iCC: wwwJcssefe.orq MARTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33189 (308) 883 -8281 Miami Florida 11121604 KEISCH OFFICE MHG81 Ply: 1 Qty: 1 Wilt 65.8 Ibs SEQN: 530223 / 77 / HIPM FROM: DR W: 2'2 "14 f' 2'2"14 12 5'10 "14 13'0"14 4 p 3X4 3'8" 6X8 C T2" 1 2"14 1113X4[8] DE I-- 1'1094 1I2 2'2"14 _I 2'2 "14 3'8" 5'10"14 11'4" 72" 13'0 "14 02/09/12 Loading Criteria (pat) TCLL: 30.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 55.00 NCBCLL• 10.00 Soffit 2.00 Load Duration: 1.33 Spadng: 24.0 " Wind Criteria Wind Std: ASCE 7-05 Speed: 150 mph Enclosure: Closed Category: II EXP: C Mean Height 19.44 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 4.50 ft 1: 1.0 GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT: NA PF NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC07 HVHZ TPI Std: 2002 Rep Factors Used: Yes FT/RT: 10.0%(0.0%)15(0) Plate Type(s): WAVE De8UCSI Criteria PP Deflection In loc Udell UD VERT(TL): -0.036 C 999 380 VERT(TL): 0.080 C 999 240 HORZ(LL): -0.010 C - - HORZ(TL): 0.017 C - Creep Factor 1.5 sMax TC CSI: 0.862 Max BC CSI: 0.533 Max Web CSI: 0.850 VIEW Ver. 10.03.08.1118.15 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Left cantilever is exposed to wind JT Plate Lateral Chord JT Plate Lateral No Size Shift Bite No Size Shift [ 2] W1.5X4 S 2.50 [ 7] W3X4 S [ 8] W3X4 S 2.75 [10] W4X5(R) S John A. Ilter UC: 36205 14337 Commerce Way Miami Lakes, FL 33016 Special loads -- (Lumber Dur.Fac.=1.33 / Plate Dur.Fac. =1.33) TC- From 92 pt at -0.15 to 92 pt at 5.85 TC- From 46 pt at 5.85 to 48 p1f at 13.19 BC- From 20 pif at -0.05 to 20 p11 at 5.86 BC- From 10 pIf at 5.88 to 10 pH at 13.19 TC- 169 Ib Conc. Load at 5.88 Chord TC- 105 Ib Conc. Load at 7.92, 9.92.11.92 Bite BC- 95 lb Conc. Load at 5.86 1.25 BC- 40 Ib Conc. Load at 7.92, 9.92,11.92 3.00 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. • Maximum Reactions (Ibs) Lac R /U /Rw /Rh /RL /W 1 1058 /785 /- /- /- /8.0 F 709 /610 /- 1- /- /- Wind reactions based on C&C Bearing I is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A -B B -C 310 -231 C -D 85 -73 1006 -1198 D - E 0 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- I 186 -255 H - G 1111 -936 I - H 99 -149 G -F 0 0 Maximum Web Forces Per Ply (Ibe) Webs Tens.Comp. Webs Tens. Comp. I - B B - H C -H 825 -1010 1303 -1071 126 -62 C -G D -G 909 -1083 318 -319 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING' ;Cruses "IMPORTANTTa"re FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INStTALLLtERRtS gCS (Building M iy r orma0�ond TPI eStrolirh�r a� rch x� s h � °nsd Ins�Oe�rhs s 1114 of temporary y Belle atta- ocatons own form nanent I �rettra ni ;UMW, �nsta. ia0� �t B no lion ns 3r , or 810 38 - 8'�'gs 180.A. y art pe faceofot�trruss and on as a wa and on the J Details, h est oche (tafw to' ITW gu l(n� C� aha0 resp ibis an deviation from is d e failure to build tt as mhance yy �h Nv `I/TPI i 'an�e h� h` ' s �hplrh�, st atorh and brad rn� o trusses A milt' th� 3r�aw ig er Car Ca�iiI u �s �h�s ifhdi cotes acceptance pro ona erhg. neetinil ns bi sole [y for 11 (an shown. eau ity rawIng for any structure is the responslbMty of the Building Designer per ANSI/TPI fSec.2. For more Information see this lob's dextral notes pane and these web sltese I1WBCG: www.ft bas.com TPI: wvw.tpbhst.ots: WRCA ve w.sbdndusby.emrn ICC: www.lc safe ore MARTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33188 (308) 883 -8281 INFOOIARTIDIEZTRIMINET Miami Florida 11121604 KEISCH OFFICE T2 Ply: 1 Qty: 5 Wgt 64.4 Ibs SEQN: 530164 / T8 / COMN FROM: DRW: 02/09/12 2'2"14 2214 I 7'1 "6 12 4 p I1 1.5X4 B O 1111.5X4 2X4(1) = 2X■1) 4'10 "8 11'11"14 C 4X4 4'10 "8 147'13 2'2"14 1 - 11094 E3X4 1r2 2'2"14 2214 1=i3 4 10'5" 9'9" 11'11"14 FI1 =3X4 1 11014 H 2'2"14 14'2"13 Loading Criteria (psf) TCLL• 30.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.33 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-05 Speed: 150 mph Endosure: Closed Category: II EXP: C Mean Height 19.64 ft TCDL: 5.0 psf BCDL: 5.0 psi MWFRS Parallel Dist 0 to h/2 C&C Dist a: 4.50 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pt In PSF) Pg: NA Ct NA CAT: NA Pt: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Mac Criteria Bldg Code: FBC07 HVHZ re TPI Std: 2002 Rep Factors Used: Yes FT/RT: 10.0 %(0.0 %) /5(0) Plate Type(s): WAVE DefUCSI Criteria PP Deflection in Ioc Udefl L/D VERT(LL): -0.013 F 999 120 VERT(TL): -0.017 F 999 90 HORZ(LL): 0.004 D - HORZ(TL): 0.009 D - Creep Factor. 1.5 sMax TC CSI: 0.294 Max BC CSI: 0.504 Max Web CSI: 0.247 VIEW Ver. 10.03.08.1118.15 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 John A. liter LIC: 36205 14337 Commerce Way Miami Lakes, FL 33016 Wind Toads based on MWFRS with additional C &C member design & reactions. Left and right cantilevers are exposed to wind • Maximum Reactions (Ibs) Lac R /U /Rw /Rh /RL /W H 794 /773 /261 /- /85 /8.0 F 794 /773 1281 /- /- / 8.0 Wind reactions based on C &C Bearings H & F are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A -B 211 -524 C -D 223 -473 B -C 222 -472 D -E 212 -525 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A -H 508 -189 G -F 392 -219 H -G 392 -219 F -E 510 -189 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - H 405 -378 C - F 796 -526 H - C 795 -527 F - D 405 -378 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses ire exits a ca in fa cetl din , shf in , In in d bracing. Ref r to and follow the lam edict n of EMS! (Building Co reaularety r�fonr�affon, b TPI and r �ira r performin these functions. Installers shall provide temporary bra BCS . UN noted o envise,top o s h ve m attached structu IF and bottom chord au have a Moped)! attarid ceqil�ing. Locaations shown impermanent restrain webs shall have bracing insta�ed per BCSI ns ¢3, B7 or 10, ass gccable. Zpor olates t peaacch ootruss an on as shown above and on a Jon Details, tin ess no othervnse. kefer to ITW iiddi Com ents G p Inc. shall responsible for an deviation from this dr ug, failure to build the truss in nuance with AsSI/TPI1, orr for h of andling, shipping, nsf ation and bracing os_trusses, A seal on this draw fig or cover a listirngdt this ing. drawing for any acceptance � 18 the responsibility of the Buiding Des sl►gner per ANSUTPe1Sshown. The suitability thili For more Lifmrrretimi see this lob's general notes pope and these web sites: ITWBCG: www.iMrocp.com: TP1: www.toinstora WTCA: www.sbdndustm.com; ICC: vosw.iccsafe.pro MARTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33186 (308) 883 -8261 teFoamourommtuester Miami Florida 11121804 KEISCH OFFICE HG62 Ply: 1 Qty:2 Wgt 72.8 lbs SEQN: 530210 / T10 / HIPS FROM: DRW. T for 1 2'2"14 2'2 "14 51014 12 4 .. 03X4 m2X4(, 1) 1-- 1'10"14 I 8'314 _I 2'S" 5X6 C 11'11 "14 1114X5 D 3'8" ►�-_� a d a 5X12A J 1� 2 2'2 "14 2'2"14 3'8" 510"14 14'2 "13 2'214 E ft3X4 10'5" 2'5" G 02/09/12 3'8" 8'314 1111 14 1'1014 --I 2'2 "14 142 "13 -1 Loading Criteria (peg TCLL: 30.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.33 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7 -05 Speed: 150 mph Enclosure: Closed Category: II EXP: C Mean Height 19.44 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C &C Dist a: 4.50 ft 1:1.0 GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT: NA Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Mee Criteria Bldg Code: FBC07 HVHZ re(1 TPI Std: 2002 Rep Factors Used: Yes FT/RT: 10.0%(0.0%)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl UD VERT(LL): -0.019 D 999 380 VERT(TL): 0.032 D 999 240 HORZ(LL): -0.002 C - HORZ(TL): 0.004 C - Creep Factor: 1.6 Max TC CSI: 0.342 Max BC CSI: 0.212 Max Web CSI: 0.192 VIEW Ver. 10.03.08.1118.15 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Left and right cantilevers are exposed to wind JT Plate Lateral Chord JT No Size Shift Bite No [ 2] W1.5X4 S 2.60 [15] John A. liter UC:36205 14337 Commerce Way Miami Lakes, FL 33016 Plate Lateral Size Shift W1.5X4 S Special loads - (Lumber Dur.Fac.=1.33 / Plate Dur.Fac. =1.33) TC- From 92 plf at -0.15 to 92 p11 at 5.85 TC- From 48 plf at 5.85 to 48 plf at 8.27 TC- From 92 Of at 8.27 to 92 plf at 14.27 BC- From 20 pfl at -0.05 to 20 prat 5.86 BC- From 10 Of at 5.88 to 10 plf at 8.28 Chord BC- From 20 Of at 8.26 to 20 pif et 14.18 Bite TC- 189 lb Conc. Load at 5.88, 8.26 2.50 TC- 105 lb Conc. Load at 7.08 BC- 95 lb Conc. Load at 5.88, 8.28 BC- 40 lb Conc. Load at 7.08 Wind loads and reactions based on MWFRS with additional C &C member design. • Maximum Reactions (lbs) Lac R /U /Rw /Rh /RL /W .1 1063 /790 /- /- /- /8.0 G 1063 /790 /- /- 1- /8.0 Wind reactions based on C &C Bearings J & G are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. A -B B - C C -D 213 -149 873 -1039 784 -937 D -E E - F 888 -1053 208 -146 Maximum Bot Chord Forces Per Piy (lbs) Chords Tens.Comp. Chords Tens. Comp. A -J J - I I - H 98 -154 14 -85 931 -780 H -G 11 -61 G -F 96 -149 Maximum Web Forces Per Ply (Ms) Webs Tens.Comp. Webs Tens. Comp. J - B B - I C - I C -H 808 - 967 1017 -822 127 -117 8 -8 H -D H - E E -G 117 -106 1023 -830 805 -963 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ruses free in fa dli sh instaflhh nd bas Ref toad • i • the latest editi�n of BCSI �Buiiding br�n aon, b TPI a INrCAor r �irpa rds�tg�rlaor to p ing ��iu Instostrg�e�rsr shhvi�dye�tae attach VeD, o own orWeprcmw jts hsiwrs9rotr� t bTawttoaeh S ritTi r� in _ E p� 8831 and i g3, B7 or 810; aasnne dy p poi truss unue Ip� as shown above and on the J Data l : unless not iwise. tinier to ANSUTPI' ZZ ft1, ftdrufu ofrhda Ruj sh pings, gn ar amend gram ecgf ruse ionA 80 op iris drraw ifailure try build the Ilstln th�s n ra ce n acceptance of ipiirUsYonaf n�ring r� nsibutty sorely fort R-aeaIgn shown! Tie =Sty ar& use of It drawing for any structure Is the responsibility of the Building Designer per ANSUTPI TSec.2. For more information see tits lab's anneal notes mate end these web sites ITWBCO: www.ttwbca.com TP1: .tpb sLorn:WTCA www.sbdnduahr.eom:ICC: www.iccsefe.om RTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 99166 (308) 883.6281 Miami Florida 11121604 KEISCH OFFICE M2 Ply: 1 Qty: 18 Wgt 15.4 Ibs SEAN: 504266 / T22 / MONO FROM: DRW. .. / ... 02/09/12 2' T 9' 1'4 "8 F TO m1.5X4 %1.5X4 12 16 , g2X4(66R) B N in A All. STi4 I��: FE " "1 2 84X4 2' A'i♦ Loading Criteria (psfl Wind Criteria Snow Criteria (Pg,PIIn PSF) Deft/CSI Criteria ♦Maximum Reactions pbs) TCLL' 30.00 Wind Std: ASCE 7 -05 Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl UD Loc R /U / Rw / Rh / RL /W TCDL: 15.00 Speed: 150 mph Pf. NA Ce: NA VERT(LL): 0.001 F 999 15 E 73 / 168 / 77 / 94 / 251 / - BCLL: 0.00 Endosure: Closed Lu: NA Cs: NA VERT(TL): 0.001 F 999 15 C 187 / 111 / 151 / 94 / 96 / 1.5 BCDL: 10.00 Category: II Snow Duration: NA HORZ(LL): 0.001 C - - Wind reactions based on C &C Des Ld: 55.00 EXP: C HORZ(TL): 0.001 C - - NCBCLL: 10.00 Mean Height 15.00 ft Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (ba) Soffit 2.00 TCDL: 5.0 psf Bldg Code: FBC07 HVHZ re Wax TC CSI: 0.059 Chords Tens.Comp. Chords Tens. Comp. Load Duration: 1.33 BCDL: 5.0 pst TPI Std: 2002 Max BC CSI: 0.053 A - B 88 -82 C - D 206 -70 Spacing: 24.0 " MWFRS Parallel Dist 0 to h/2 Rep Factors Used: Yes Max Web CSI: 0.040 B - C 198 -100 C &C Dist a: 3.00 ft FT/RT: 10.0 %(0.0 %) /5(0) Ver. 10.03.08.1118.15 1:1.0 GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ms) Wind Duration: 1.33 WAVE Chords Tens.Comp. Chords Tens. Comp. Lumber Wind loads based on MWFRS with additional C &C Top chord 2x4 SP #2 member design & reactions. A- F 49 -49 F - E 251 -140 Bot chord 2x4 SP #2 Webs 2x4 SP #2 """ BEARING ANALOG MODIFIED! """ Maximum Web Forces Per Ply Ohs) • Webs Tens.Comp. Webs Tens. Comp. B - F 231 -105 C - F 88 -68 John A. liter LIC: 36205 14337 Commerce Way �`. Miami Lakes, FL 33016 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses &e a ca in fa catin dli shi in , installin and bracing. R r to and follow the lam edition of S! (Budding Component a of I ation b WI d ) or practices nor rformin fu ons. Installers s a� p vide tam ra eve � yy o herwise,toor sh p r per! ttachestructu s hcjnp l s a ed b ftm cho ha� av a p�o�er7Y attache riri d ceIn lons shown for rmenerht la ral restraint webs shallhavtheeerJ oint ins ed per SI onsw3, I7 or 10, acd BCS Urd ;sr MARTiNEZ TRUSS CO., INC. eta applicable pply to eadh outtrusa and on as shown shave and on a Join Details, un ass noted othe se. Refer to 9280 N.W. South R r m. drawingsd160A -'Tor aard plate Medley, FL 88 be for h with Buil3dUTPI Imp tee Components Graf I c. shipping, ins flaro and responsible an from this drrls ng,amr failure to them in drawing, fconformance ( 281 (tddesviiation Inhdirawing ore is oalbfitny of the Bulldfng D per ANSgrip Sesc.2 The suitability and use of thib "� for anyststruc the res igner Miami Florida seders! notes Page and these web sites: ITWBCO: www4twbcg.com; TPI: www.tpinstorg; 'MCA: www.sbdndustry.com; ICC: www.iccsafe.orn For more l,Ju,, dlon see thls lob's 11121604 KEISCH OFFICE J2 Ply: 1 Qty: 18 Wgt 7.0Ibs SEQN: 530140 / T21 /JACK FROM: Dikes 2X4(A1) T A 594 1 12 4�� USP MP3 (CUP) BY BUILDER EA. SIDE. 1'10 "14 1'10 "14 clk (3)18d NAILS 02/09/12 Loading Criteria (pat) TCLL: 30.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 55.00 NCBCLL• 10.00 Soffit 2.00 Load Duration: 1.33 Spaces: 24.0 " Wind Criteria Wind Std: ASCE 7 -05 Speed: 150 mph Enclosure: Closed Category II EXP: C Mean Height 18.77 ft TCDL: 5.0 psf BCDL• 5.0 psf MWFRS Parallel Dist 0 to h/2 C &C Dist a: 3.00 ft I:1.0 GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf In PSF) Pg: NA Ct NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Mist Criteria Bldg Code: FBC07 HVHZ res TPI Std: 2002 Rep Factors Used: Yes FT/RT: 10.0%(0.0 %) /5(0) Plate Type(s): WAVE DeI/CSI Criteria PP Deflection In Ioc Udell L/D VERT(LL): -0.003 C 999 120 VERT(TL): 0.006 C 999 90 HORZ(LL): 0.000 C - HORZ(TL): 0.001 C Creep Factor 1.5 Max TC CSI: 0.122 Max BC CSI: 0.069 Max Web CSI: 0.000 VIEW Ver. 10.03.08.1118.15 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 "4** BEARING ANALOG MODIFIED! """"" John A. Ilter UC: 36205 14337 Commerce Way Miami Lakes, FL 33016 "'The maximum horizontal reaction is 2510** Wind loads based on MWFRS with additional C &C member design & reactions. A Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W C 45 /76 /73 /252/656 / 1.5 B 183 /431 /64 /252/511 /1.5 Wind reactions based on C&C Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A- B 299 -626 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 659 -253 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! g� "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a vide tam Trusses R fo fu w I e latest iii not SI (Building bra aarw�setoro � ons nstsmil p� a af� k s own for ermanent �tra nt w ha ins�� CSI rrrs�� s 357 or re0,y Qs 8 g�e �each of truss and position as sown and on t u► o�DetaHs, Ness no ot�ieer Refer to ITW Bupd� G plate I shell r� a an devlation from Is d failure to bind t he truss ce dre�ANS ac 1('or ph ppirh�,= hst atl end o�tru A sgpi'o taw ig o weer listln ��s nd <raf th ng for an structure the respons b n� the Br�u d rnig Designer per�rAl�"S �I�B se e s and use of th�s For more information see this lob's general notes page and these web sites rTWSC6: www.ttebca.00rn: TPI: www.tptnst.om: WTCA: www.sbdndusbv.eom: ma www.isesafe.ora MARTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33188 (305) 8834281 Miami Florida 11121604 KEISCH OFFICE J4 Ply: 1 Qty: 18 Wgt 14.0 Ibs SEAN: 530143 / T24 / JACK FROM: DRW: 02/09/12 E2X4(A1) 1- 2'2"14 2'2"14 12 4 p II1 1.5X4 3'10 "14 1'8" HB 1'6"4 �--- Iq2' 4[4] 1'10 "14 -- 2'2"14 22"14 3'10 "14 (3)16d NAILS (3)16c1 NAILS Loading Criteria (psi) TCLL: 30.00 TCDL: 15.00 BCLL: 0.00 BCDL' 10.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.33 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-05 Speed: 150 mph Enclosure: Closed Category: II EXP: C Mean Height 19.11 ft TCDL: 6.0 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C &C Dist a: 3.00 ft 1: 1.0 GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT: NA Pf: NA Ce: NA Le: NA Cs: NA Snow Duration: NA Code / Mise Criteria Bldg Code: FBC07 HVHZ re TPI Std: 2002 Rep Factors Used: Yes FT/RT: 10.0%(0.0%)/5(0) Plate Type(s): WAVE DefI/CS1 Criteria PP Deflection in Ioc L/defl L/D VERT(LL): 0.048 E 590 120 VERT(TL): 0.110 E 258 90 HORZ(LL): -0.020 C - - HORZ(TL): -0.045 C - Creep Factor. 1.5 sMaxTC CSI: 0.292 Max BC CSI: 0.250 Max Web CSI: 0.191 VIEW Ver. 10.03.08.1118.15 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 JT No [ 4] Plate Lateral Chord Size Shift Bite W2X4 S 2.50 John A. liter UC: 36205 14337 Commerce Way Miami Lakes, FL 33016 JT Plate Lateral Chord No Size Shift Bite Wind loads based on MWFRS with additional C &C member design & reactions. Left and right cantilevers are exposed to wind ♦ Maxhnum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W E 561 / 1264 / 307 /- / 272 D -81 /77 /229 /- /- C -43 / 83 /122 /- /- Wind reactions based on C &C Bearing E is a rigid surface. / 8.0 / 1.5 / 1.5 Maximum Top Chord Forces Per Ply (Ms) Chords Tens.Comp. Chords Tens. Comp. A -B 82 -286 B - C 39 -58 Maximum Bot Chord Forces Per Ply pbs) Chords Tens.Comp. Chords Tens. Comp. A -E 321 -26 E -D 0 0 Maximum Web Forcos Per Ply pbs) Webs Tens.Comp. B - E 884 -384 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses ire e e care in fabdcatin dg shi pin , insta0in find bracing. Refer to and follow the last i len of BCSI (Building Component afety r�ormation, b TP1 and dr s ety liracticen dor to performing these functions. In ers provide teirnmpora per BCS Ururss noted oytne se,top oro sh hrive rope attach structural sheathing end bottom cho than have a rope attach p i acid Ap_pTy laces to a sh r rmaandt ositi lateral restraint webs shell have erJoin installed ale BCSI her otherwise. 87 of r to s app Ica e. ZFU_ ppT �1at�s�WQach of truss and Posmon as shown above and on the Join�Detags, unless notedd otharvvise. (infer to ngs 160A- Tor n plate positions. with ITW Building C,olmgo e G In shag lot responsible for an deviation from Phis drawing,a y failure to build theitru sir this drawing, conformance ANSs acceptance i afrdswn atonal nst erin and bracing o trusses, f sea o gi s drawing h oThe sr iabbtty and use of ths indicates fr any st ture is tthe responsibility of the Bu ding Designer per ANSUTPI f S�2. a suitability For more lnformatlon see thls lob's aenerl notes pane and these web Wes: ITWSCO: www.Itwbctscom: TPI: www.tpinstorn; WTCA: www.sbdndushy.com: ICC: www.lccsafe.es MARTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33166 (305) 883.8261 Miami Florida 11121604 KEISCH OFFICE J8 Ply: 1 Qty:16 Wgt 21.0 Ibs SEMI: 630149 /T6 /EJAC FROM: DRW. 02/09/12 a2X4(A1) 1- 2'2°14 2'2"14 011.5X4 12 5'10°14 4 p (3)16d NAILS I HB 3'8°4 I E 1_1,10,44 5X4 1I°2 2214 II 72'14 -I- 3'8° 5'10°14 Ti I I I (3)16d NAILS Loading Criteria (psf) TCLL: 30.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.33 Spacing: 24.0 ° Wind Criteria Wind Std: ASCE 7-06 Speed: 150 mph Endosure: Closed Category: I1 EXP: C Mean Height 19.44 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h!2 C&C Dist a: 4.50 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT: NA PF. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / MMc Criteria Bldg Code: FBC07 HVHZ res TPI Std: 2002 Rep Factors Used: Yes FT/RT: 10.0%(0.0%)15(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection In loc Lldefl L/D VERT(LL): 0.060 E 478 120 VERT(TL): 0.113 E 252 90 HORZ(LL): -0.024 C - - HORZ(TL): -0.046 C Creep Factor: 1.5 Max TC CSI: 0.338 Max BC CSI: 0.210 Max Web CSI: 0.115 VIEW Ver. 10.03.08.1118.15 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 John A. liter UC: 36205 14337 Commerce Way Miami Lakes, FL 33016 Wind Toads based on MWFRS with additional C &C member design & reactions. Left and right cantilevers are exposed to wind ♦Maximum Reactions (Ibs) Lac R /U /Rw !Rh /RL /W E 553 /606 /262 /- /222 D 40 /41 /79 1- /- C 105 /250 /- /- /- Wind reactions based on C &C Bearing E is a rigid surface. / 8.0 / 1.5 / 1.5 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A -B 86 -228 B -C 33 -91 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A -E 244 -25 E -D 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 529 -411 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TTrusses care in fe cati dOng, shi in , in d bin ef to f • i ow Ore itl n o1 SI /guflding b lonna0on lYe pt�A) for s tdr �ra e r o�r rto�iinin fu - . ns. Ins ere s ar p vide fain bra gg S n se,to ord s ve ro �ucOr rag �d ego s a Id Ce for p smut t ral rest M If w a0 i _` =O� �G s ns alif or Ve n e. tip y and p positlonos a egos Uon as shown ve and on t�re Jo Deta a s, n other se. ,,der to ITIN d(nk pone responsible {� an deviation from (s d�wtn fatitue to build th truss (n nformance with cats f or for acceptance p sh ping, do all and bredn� t A se o thiui� d�aaw ig o vet Meting this drasri drawing for any stcturee is the respons,bnity of the Buiding Des gner per for TSesc.2 Sulbl�ity and use of rit�i�s For more Information see this cob's amend notes pane and those web sites: ITWBCO; wwwJtwbca.com; TPI: www.tntnet.om: %IVA: www. sbdndusbv.rnmc 100: www.Iecaafa.orn MARTINEZ TRUSS CO., INC. 9280 N.W. South River Or. Medley, FL 33188 (308) 8834281 Miami Florida 11121804 KEISCH OFFICE CJ8 PIy:1 Qty: 9 Wgt 36.4 Ibs SEQN: 530201 / T27 / HIP_ FROM: DRW: 02/09/12 3'0 "14 3'0"14 8'3"2 574 3'0 "14 3'0 "14 4'0 "8 11"11 7'1 "6 I 8'3 "2�I Loading Criteria (psi) TCLL: 30.00 TCDL: 15.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.33 Spadng: 24.0 " Wind Criteria VVind Std: ASCE 7-05 Speed: 150 mph Endosure: Closed Category: II EXP: C Mean Height: 19.44 ft TCDL: 5.0 psi BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 4.50 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf N PSF) Pg: NA Ct NA CAT: NA PF. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Miss Criteria Bldg Code: FBC07 HVHZ re TPI Std: 2002 Rep Factors Used: Yes FT/RT: 10.0%(0.0%)/5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl VERT(LL): -0.039 E 999 VERT(TL): 0.055 F 670 HORZ(LL): -0.010 B HORZ(TL): -0.013 B Creep Factor. 1.5 sMax TC CSI: 0.309 Max BC CSI: 0.299 Max Web CSI: 0.041 L/D 360 90 VIEW Ver. 10.03.08.1118.15 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Left and right cantilevers are exposed to wind John A. Ilter UC: 36205 14337 Commerce Way Miami Lakes, FL 33016 Special loads —(Lumber Dur.Fac. =1.33 / Plate Dur.Faa =1.33) TC- From 2 plf at -0.11 to 2 plf at 8.22 BC- From 2 p8 at -0.04 to 2 plf at 8.22 TC- 366 Ib Conc. Load at 2.62 TC- -81 Ib Conc. Load at 5.45 BC- 90 Ib Conc. Load at 2.62 BC- -79 Ib Conc. Load at 5.45 Wind Toads and reactions based on MWFRS with add(tional C&C member design. ♦ Maximum Reactions (Ms) Lac R /U /Rw /Rh /RL /W F 466 /456 /- /- /- D 55 /65 /- /0 /0 C 64 /39 /- /- /- Wind reactions based on C&C Bearing F is a rigid surface. / 11.3 / 1.5 / 1.5 Maximum Top Chord Forces Per Ply (Ms) Chords Tens.Comp. Chords Tens. Comp. A -B 331 -16 B - C 16 -21 Maximum Bot Chord Forces Per Ply (tbs) Chords Tens.Comp. Chords Tens. Comp. A -F 0 -248 E - D 0 0 F -E 0 -198 Maximum Web Forces Per Ply (Iba) Webs Tens.Comp. Webs Tens. Comp. F-B 239 -399 B-E 203 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses ire extreme care in fa catin handling, shipping, installing and bracing. Refer to a d fdflow the latest edItI n of SCSI (Building Co neen 3fety I rmation, b TPI ndWrQA) etOracti priort� rfolming 1u coons InstaOers shat p vt a tem ra bre g BGS UnI ss noted omerw�se,top chord steep hdve proffer y attach��ructura s flea to nd bottm chord $ha ilrohave p�operry attar rid ceuin . *ions s own for permanent lateral restrapht of w�bs shall have bracing ns ed per BCSI_ secnons 3, B7 or BI0 s appltc ble. Apibr pl and ch � of truss and position as shown above and on the Jo ntrDeta s, unless noted oth se. Refer to p� positions. ITTWh Buil i Com e G In shall of ba res nalble f r an deviation from }his d g,a failure to build the' truss i nformance diodes sacc pthancce 01 pro!esattonal magi nee g nd brpaod sib i solely ffor thcOdesslgs o how9 oTThe au ttaabu ly ntgdt us d of th e drawing for any structures the responsibility of the Building Designer per ANSIITPI TSec.2. For more tnfomiatlon see this lob's General notes pane and these web sites MNBCG: www.hwbeq. can: TPI: www.tNnsl.m9: WrCA www.sbdndustry.cwn: ICC: www.icesefe.orn MARTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33168 (306) 883 -6261 Miami Florida 11121604 KEISCH OFFICE MV2 Ply: 1 Qty: 1 Wgt 5.6 Ibs SEQN: 498483 / T12 / VAL FROM: DRW: T co 02/09/12 Loading Criteria (psi) TCLL: 30.00 TCDL: 15.00 BCLL: 0.00 BCDL' 10.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.33 Sparing: 24.0 ° Wind Criteria Wind Std: ASCE 7-05 Speed: 150 mph Endosure: Closed Category: II EXP: C Mean Height: 20.86 ft TCDL: 5.0 psi BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 9.00 ft I: 1.0 GCpt 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf bh PSF) Pg: NA Ct NA CAT: NA Pt NA Ce: NA Lc: NA Cs: NA Snow Duration: NA Code Misc Criteria Bldg Code: FBC07 HVHZ res TPI Std: 2002 Rep Factors Used: Yes FT/RT: 10.0 %(0.0%)/5(0) Plate Type(s): WAVE DefUCSI Criteria PP Deflection in Ioc Udell UD VERT(LL): 0.001 C 999 178 VERT(TL): 0.002 C 999 178 HORZ(LL): -0.000 C - - HORZ(TL): 0.000 C - Creep Factor 1.6 Max TC CSI: 0.030 Max BC CSI: 0.049 Max Web CSI: 0.000 VIEW Ver. 10.03.08.1118.15 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 John A. liter LIC: 36205 14337 Commerce Way Miami Lakes, FL 33016 Wind loads based on MWFRS with additional C &C member design & reactions. ♦Maxhnum Reactions (Ibs) Lac R /U /Rw /Rh /RL /W D 222 /144 /54 1- /49 /24.0 Wind reactions based on C &C Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A -B 0 -7 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A -C 49 0 '"WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAINING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russ� rereqq a cartee in tin , p11�ahi ing, hhsta0ind lore Ref to a d follow the I id of gCSI �gufdbhg enf�ftyUrmatfin, b TPerv,�seto�oid sverebs ail and Instredrstos ap�hvide tehh -..' lg. q�in�. ?Opp ral prole" tre w ha �h ni CSI g Bi p�il �s a i gs 1 A- Z'fbry and to or on as own move and one t he Jo Details, Ness noted otheerw . Refer to ITWg� 0d�� om G In shaft a for an deviation from is d failure to build th truss In ma{ctmance ritji ANSI/TPI 1, & for hump a pin ?, instUation bracing o� trusses, y A sefil�OILt fav g o{_cover ha� _1Istlng this drawl , Sratn for e� ri octure is the rea�rra� Uur Bu� dIg Des gner per AANSUiPi p8 a e suitability and use oft his For more Information see this lob's general notes neae end these web sites (TIM : vrorwdtwbes.com TPI: teinst.orm%MA: wvev.sbdndusiry.com: ICC .le safe om MARTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33188 (308) 8838281 Miami Florida 11121604 KEISCH OFFICE MV4 Ply: 1 Qty: 1 Wgt 12.6 Ibs SEQN: 498484 / T13 / VAL FROM: DRW: 02/09/12 12 4�� Loading Criteria (psi) TCLL• 30.00 TCDL: 15.00 BCLL: 0.00 BCDL' 10.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.33 Spaclng: 24.0 " Wind Criteria Wind Std: ASCE 7-05 Speed: 150 mph Enclosure: Closed Category: 11 EXP: C Mean Height 20.52 ft TCDL: 5.0 psf BCDL: 5.0 pst MWFRS Parallel Dist h/2 to h C &C Dist a: 9.00 ft 1:1.0 GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf In PSF) Pg: NA Ct NA CAT: NA PF. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code f Misc Criteria Bldg Code: FBC07 HVHZ re TPI Std: 2002 Rep Factors Used: Yes FT/RT: 10.0 %(0.0 %) /5(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/D VERT(LL): NA VERT(TL): NA HORZ(LL): 0.003 C HORZ(LL): 0.007 C Creep Factor. 1.5 sMax TC CSI: 0.173 Max BC CSI: 0.151 Max Web CSI: 0.071 VIEW Ver. 10.03.08.1118.15 Lumber Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs2x4SP#2 John A. alter LIC: 36205 14337 Commerce Way Miami Lakes, FL 33016 Wind loads based on MWFRS with additional C &C member design & reactions. JT Plate Lateral Chord JT No Size Shift Bite No [ 81 IA/1.5X4 S 2.25 • Maximum Reactions Ube) Loc R /U /Rw /Rh /RL /W D 446 /435 /112 /- /149 /48.0 Wind reactions based on C &C Bearing D is a rigid surface. Maximum Top Chord Forces Per PIy (Ibs) Chords Tens.Comp. A- B 23 -49 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A -C 127 0 Maximum Web Forces Per Ply (Ibs) Plate Lateral Chord Webs Tens.Comp. Size Shift Bite B - C 211 -138 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses ire a care In falricel tirt dlin , shipping, insta0 d bracing. Refer to and follow the I t edition of gCSI Building o neen suety orm on, by A) )or ractice t� these i"u ctions Installers aha p vide to poraryy bra�° r CS nno teetl otherw� Nord sh have pro rr attt cried ssouctural sh in nd biro chord ha I�h a e attach id cef(n . lions s ownao� rmanee t lateral restra nt webs sha0 have brat l nsh�ed pr BCSi ons B3 B7 or BI0, as a cable. -Afbr pl and ate positions. with po on as s above and on the Join Details, unless n otherwise. Refer to with�ANNSI/TPII 1, 6r for haandIIn' shipping,, in atloon and bracing an trusses, A seal on this iarawinfg or pover page listing this drawing, indi acceptance of pro Mona' en lnearing nslb solely for thR —od-e$i9n shown. rThe suitability and use of thus drawing for any structure is the responsibility of the Building Designer per ANSuTPI TSec.2. For more Information see this lob's eerrerel notes page and these web sitex ITWBCO: wwwitwbee.com: TPI: www.tpinst.orq WrCA: www.sbdndushy.conz ICC: www.Ic safe can MARTINEZ TRUSS CO., INC. 9280 N.W. South River Dr. Medley, FL 33180 (305)883.8281 Miami Florida v • S. w141 fiti 1a1V s [IT OOP 2'01 nR,94F 0 FE asp E 1 �'�4 8 m IZ Cq � � � T ,p • -e°$ Its° a op9�s et$ x 1111 : .1-,a e e gi 2 dt EFgO. . FOR WI. $ ikR la* R I' ft14". E.g 03.gd8 RI t z • k a EIp1 lfi GM Z g F2600 Ow 3. 2, tD• • aF 1 1:00 s. 5' lit 1472. HUS26 PRODUCT COD ST SIZE E T r DIMENSIONS FASTENERS DESIGN LOAD I ri w H D A MEADER JOIST 1 OY. ,1.61n. HU5175 1- 3/4x5- 1/2x7 -1/4 16 1 -13/16 5 -3/8 3 2 (14)16d (6)16d 3000 1975 H1J5177 1- 3/4x7- 1/4- 11 -1/4 16 1 -13/16 7 -1/8 3 2 (22)16d (8)16d 4025 1800 H1J5179 1- 3/4x9- 1/4 -14 16 1 -13/16 9 -1/8 3 2 (30)16d (10)16d 4580 3210 HUS26 2 x 6 -8 16 1 -5/8 5 -7/16 3 2 (14)16d (6)16d 3000 1975 HUS28 2 x 8 -10 NTMEEPEEMEEUri FM Fl =1 rEETME1=11 1800 HUS 10 2 x 10 -12 NM FISVII IMU9111F1 WI MIVII U[}I[.I,TTE 3210 HUS410 4 x 10 -12 OF.I-r7 MnpMITTTER 7!I 1696 412 4 x 12 -14 IIIL7IMMI[F157/71111©11.�{ 0E:25E1 F- 11MIIMEN[E!E[11177111 or[somoF'till1111MTIMC{111!11550 Mi[niFMIrerrni©in[;mil =Timms 3000 2665 1015 1015 HUS46 4 x 6 -8 HUS48 4 x 8 -10 HUS26-2 (2) 2 x 6 -8 HUS26 -3 (3) 2 x 6 -8 NRIIIMEVERIFIn[151E727 1080 1075 HUS28 -2 (2) 2 x 8 -10 IIII[INEWEFETj: »11111 !1M ^71 1550 '" :- NIFINEVErll MTN ©11111=1111 :.. 1 -. HUS210 -2 (2) 2 x 10 -12 IMMFETPICatl:M ©ENUM 7[ +7 M 1695 HUS2I0 -3 (3) 2 x 10 -12 o[mnarsra[ i[crrErrerfsi WIE jMV c »1111!E11771 FUN EITI _sINTIITTIIP„_,p'2665 MMIMMA , , 1695 2665 HUS212 -2 (2) 2 x 12 -14 HUS2I -3 (3) 2 x 12 -14 1) GENERAL NOTES STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVANIZED COATING OF 660. 2) FASTENERS ARE COMMON VIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN YELLOW PINE (Gm 0.55 OR BETTER AND MOISTURE CONTENT OF' L9Z OR LESS) ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM 01761. 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A DURATION FACTOR OF 602 FOR VINDLOAD CONDITION. NO FURTHER INCREASE IS ALLOYED. HUS212 -3 UNITED STEEL PRODUCTS COMPANY 703 RDOS DRIVE, MINTGDERT.101 56E69 PHONE (907) 364 -7333 NAME. HUS SERIES DATE. 09 -01 -06 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL.) FLORIDA LICENSE. ND. 55409 SHEET. 1 OF 3 BRAVING ND. MD 09-06 MDADE GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVANIZED COATING OF 060. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN YELLOW PINE (GO 0.55 171 BETTER AND MOISTURE CONTENT OF 192 OR LESS) ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D176L 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY DURATION INCR6EaASE IS AALLLWED PRODUCT CODE JOIST SIZE STEEL GAUGE ST■m DIMENSIONS FASTENERS DESIGN LOAD .. '°' W H D HEADER TRUSS 16d 1007, 16d ' IFT JOIST 16d 1072 16d SIFT 1602 THD175 E1 kIZI 1 -5/8 - iall�►f":i3"iCi 7 -3/16 (36)16d -lTF7 5 m_ T THDH26 -2 2x4 (12)104 12 (12)16d 2x6 -8 EMEINIMINKAIMIIMEENICIMITITTITIMIIIMEIEMII 12 3 -1/4 7E�WI `EMLIW1<l�RI t r�'1P 5-1/2 (20)16d (8)164 CiF -W -17 v�Ti-7Q60 [ Ia_____ 3060 (28)16d (16)10d THDH210 -2 THDH �i� taY:bl:CSL�If� IiY:bERF�G]�PII i TH0179 1- 3/4x9- 1/4 -14 [ic_T -tIL -J 7CiIMITIIQ-rI1 —NriS:IF�- Mp 1 -7/8 8 -7/8 3 . ►�� (38)16d (20)10d T? 3985 THD26 2x6 -8 16 1 -5/8 5 -1/16 3 1 -7/8 (18)16d (12)10d 2700 1375 THD28 ��1�' --'_ E- CEIDFIITlIU1311=11€012??,i1 TH8H2 925 1 -5/8 7 3 UNITED STEEL PRODUCTS COMPANY 703 ROMS DRIVE, =MY, 1411 56069 PY0)HE 1507) 364 -7333 NAME, THDH SERIES DATE, 09 -01 -06 SHEET 3 OF 3 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. 140. 55409 DRAWING NIL MD 09 -06 MDADE THD175 DUCT CODE JOIST SIZE STEEL GAUGE DIMENSIONS FASTENERS DESIGN LOAD W H D A HEADER JOIST 16d 1072 16d SIFT 1602 THD175 1- 3/4x5- 1/2 -7 -1/4 14 1 -7/8 5 3 1 -7/8 (80164 (12)104 2700 1375 THD177 1- 3/4x7- 1/4- 11 -1/4 14 1 -7/8 6 -7/8 3 1 -7/8 (28)16d (16)10d 4200 2970 TH0179 1- 3/4x9- 1/4 -14 14 1 -7/8 8 -7/8 3 1 -7/8 (38)16d (20)10d 5195 3985 THD26 2x6 -8 16 1 -5/8 5 -1/16 3 1 -7/8 (18)16d (12)10d 2700 1375 THD28 2x6 -10 16 1 -5/8 7 3 1 -7/8 (28)16d (16)10d 4200 2970 THD210 2x10 -12 16 1 -5/8 9 3 1 -7/8 (38)16d (20)10d 5195 3985 THD26 -2 (2) 2x6-8 14 3- 7/16 5-3/8 3 2 (18)16d (12510d 2700 1375 THD28 -2 C2) 2x8 -10 14 3 -7/16 7 -1/8 3 2 (28)1646 C16 >10d 4200 2970 1140210 -2 C2)240-12 14 3 -7/16 9 -1/8 3 2 (38)16d (20)104 5195 3985 THD210 -3 (3) 240 -12 )P 5-1/8 9 3 3 (38)16d (20)10d 5475 3710 THD410 4x10 -12 14 3-5/8 9 -1/16 3 2 (38)16d (20)10d 5195 3985 THD412 442 -14 14 3 -5/8 11 3 3 (48 )16d (20)10d 6020 3710 THD46 4x6-8 14 3 -5/8 5 -5/16 3 2 (18)16d (12)104 2700 1375 TH1148 4x8 -10 14 3 -5/8 7 -1/16 3 2 (28)16d (16)10d 4200 2970 TH0610 6x10 -12 12 5-1/2 9 3 3 (38)164 (20)104 5475 3710 TH0612 642 -14 12 5-1/2 11 3 3 (48)16d (20)10d 6740 710 THD7210 7x9- 1/4 -14 12 7 -1/4 9 3 3 (38 >16d (18)1611 5475 3710 GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVANIZED COATING OF G60. 2) FASTENERS ARE COMMON VIBE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN YELLOW PINE (G. 0.55 OR BETTER AND MOISTURE CONTENT OF 192 OR LESS) ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM 01761. 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A DURATION FACTOR OF 602 FOR VICDLOAD COlDITIDN. NO FURTHER INCREASE IS ALLOWED. THD412 APProcud aswmldylag ochtoo Florida Date Bg C . a MAN Mlaml Dade Product BY UNITED STEEL PRODUCTS COMPANY Qa 703 ROGERS DRIVE. IUMGI(RY.101. 56069 PYmNE 1507) 364 -7333 if ' THD SERIES DATE, 09 -01 -06 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. NO. 55409 2 OF 3 DRAWING N0. MD 09 -06 MDADE GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bradng of trusses. Refer to SCSI 1 -03 Guide to Good Practice for Handli g, In stalling & Bracing of Metal Plate Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent bracing on individual compression members. Refer to the SCSI -B3 Summary Sheet - Web Member Permanent Bradng/Web Reinforcement for more information. All other permanent bracing design Is the responsibility of the Building Designer. NOTAS GENERALES Los trusses no esten marcedos de ningun modo que identifique la frecuenda o Iocaiizadon de los arriostres ( bradng) temporales. Use las recomendadones de manejo, instaiacion y arriostre temporal de los trusses. Vea el foliete SCSI 1 -03 Gufa de Buena Pradica oars el Man • jo. Instalacion v Ariostre de los Trusses de Madera Connectados con Places de Metal= pars mayor information. Los dibujos de diseno de los trusses pueden especificar las Iocalizadones de los arriostres permanentes en los miembros individuates en compresion. Vea la hoja res0men SCSI -B3 oara los arriostres sennenentes v refuerzos de 105 mlembnes secundados (webs) pat mayor information. El resto de arriostres permanentes son la responsabilidad del Disenador del Edificio. The eonseguenie§ of Impropef handling, Installing and bussing may Oa a collapse of the stratum of wand; §artou§ par§onal Injury or death El resulted® do tan meneje, in§talaci6n y arrlostre hiadacuados; puede gar la colds de le @structure e akin poor, IMAMS o haride9. Bonding and truss plates have sharp edges. Wear gloves when handling and safety glosses when Butting banding, Empaques y pleas de metal Henan hordes afiladas, Use guantes y Nantes protcetores eucnda ,arts los mosques, HAND ERECTION — LEVANTAMIENTO A MANO ®Trusses 20' or less, support at peak, Levante del pko los trusses de 20 pies a menos. Trusses up to 20' g Trusses hasta 20' HOISTING — LEVANTAMIENTO i' Hold each truss in position with the erection equipment until temporary bracing is Installed and truss Is fastened to the bearing points. Sostenga cads truss en position con la gala hasta que el arricstre temporal este Instalsdo y el truss asegurado en los soportes. Trusses 30' nr less, support at quarter points. Levante de los cuartos de tramo los trusses de 30 pies o mans Trusses up to 30' Trusses hasta 30' -�I ffi Do net lift trusses over 30' by the peek, �Y No levsnte del Pico ios trusses de Ws de 30 pits, Greater than 30' Mas de 30 Dies HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 7 60' or less HANDLING ® MANE,O QAllow no more than 3° of deflec- tion for every 10' of span. No permits mac de 3 pulgadas de pandeo por cads 10 pies de tramp. Use spacial Care In windy weather or near power Imes and airports, U141110 curdedo especial en dies ventoses 0 cerca de cables electrlcos o de aeropuertos, Tagline • Approx. 1/2 truss length � - TEWSSES L i TtRUSSES5[.5+!; tv Toe -in _ Y /h_ Toe-in Spreader bar for truss bundles Pick up vertical bundles at the top chord. J Levante de la cuerda superior los grupos verticales de trusses, a, 1011 Uf Check banding Li prior to moving bundles. Revise los ernpaques antes d' rnver 05 paquetes de busses. & Avoid lateral bending. — Evite la flexxion lateral, Tagline Spreader bar 1/2 to 2/3 truss length 717,'G!` °SECUUF- 0r_0' -g 1'Fa!'SSES KV;T . (r3' Locate Spreader bar above or stiftback mld- height Attach 10' o.c. max. Tagline Do not store unbraced bundles upright. No almacene verticalmente los trusses sueltos. ONE WEEK OR LESS MORE THAN ONE WEEK .,Q. .1 {, r1. h rA Bundles stored on the ground for one LI week or more should be raised by bloddng at 9' to 10' on center. Los paquetes almacenados en is tierra por una samara o mss deben ser elevados con btoques a cads 8 o 10 pies. t �f For long term storage, cover bundles to ore- MI vent moisture gain but allow for ventilation. Para almacen- amiento por mayor tiempo, cubra los paquetes pars prevenir aumento de humedad pero permits ventiladdn, t Do not store on uneven ground. No almacene en tierra desiguai, Spreader bar 2/3 to 3/4 truss length BRACING ® ARRIOSTRE Refer to SCSI -62 Summary Sheet - Truss ton and TemootaryBractnq for more information. Vea el resumen BC5I -132 • Instalacion de Trusses v Arnostre Temporal pare mayor information. Do not walk on unbraced trusses. No amine en trusses sueltos. of Locate ground braces for first truss directly 12-'.-1 in line with all rows of top chord temporary lateral bracing. Cotoque los arriostres de tierra pars el primer truss directamente en lines con cada una de las fans de arriostres laterales temporales de la cuerda superior. Brace first truss well before erection of additional trusses. TO o Top Chord Temporary Lateral Bracing (TCTLB) 2x4 min. RACING FOR THREE PLANES OF ROOF L ARRIOSTRE EN TRES PLANOS ®E TECHO 7► This bracing merh sl is for all gutiaris <r.:;t-it `iii and 4x2 parallel chord trusses. Este rn tndo de cur enter -._, prua rarbr tru ss s, t trnptn Sr-irises de r.urrdds nir lel4S 3x2 -/ ?q;?. TOP CHORD — CUERDA SUPERIOR Truss Span . Lon itud de Tramo Top Chord Temporary Lateral Brace (TCTLB) Spacing Espaciamiento del Arrlostre Temporal de la Cuerda Superior Up to 30' Haste 30 pies 10' o.c. max. 10 pies maximo 30' to 45' 30 a 45 pies 8' o.c. max. 8 pies maximo 45' to 60' 45 a 60 pies 6' o.c. max. 6 pies maxi= 60' to 80'* 60 a 80 pies* 4' o.c. max. 4 pies maximo °Consult a Professional Engineer for trusses longer than 60'. °Consulte a un ingeniero para trusses de mas de 60 pies. Inc 8C1i -132 for -mill options. Vea e1 SCSI -B2 pare has ; pduries de TCTLB, Refer to aCiat3 u r Sleet - Gable End Frame, Bracing. Vea el resumen 6C51 -86 - Arriostte del truss terminal de un techo a-dos agst@s Repeat diagonal brace Pupita los arriostr'SS d agonies. 7..e first five fruses with sp<:cei pleas, then add diagonals- Repeat Grrifrisg on groups. of four trusses until all trusses are set. instain loo teat pnmelu, trumrn (Uri rspacindorsr, !D ego tors arriosires diagomaicoi Rrpita etc prncedirniento cn grout; de cuatro Trus=s haste que tol,c kr; trusses ?stn in r aladns. BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x21' 4x2 1 d....! Refer to BCSEB7 Summary Sheet - Temporary and Pcrmanett_Bradng for Parallel Chord Trusses for more information. Vea el re4Unten BCSI-B7 -- ArrioStre temooraLv permanentede The end diagonal trusses de cuerdas brace for cantilevered paraletas pare mayor trusses must be placed Information. on vertical webs in line with the support. Maximum lateral brace sparing 10' o.c. for 3x2 chords 15' o.c. for 4x2 chords • Diagonal braces every 15truss spaces (30' max.) Lateral braces 2x4x12' length lapped over two trusses. INSTALLING m® INSTALACION "tolerances for Out -cif- Pierre. -- Talerarrciar pare Fuara•de- Plano. Length —�,• Max. Bow fl Wlaz! Bow ' — Length --w- (fir Tolerances for LJ Out -of- Plumb. Tolerancias pare Fuera -de- Plomada. D /550 max Max. Bow Length D /50 1/4° 1' 1/2° 2' 3/4' 3' 1' 4' 1 -1/4' 5' 1 -1/2' 6' 1 -3/4' 7' 2' a 8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION itk Do not proceed with construction until all bracing is securely (mil and properly in place. No proceda con la construction haste que todos los arriostres esten colocedos en forma aprcpiada y segura AN Do not exceed maximum stack heights. Refer to 6CSL-84 by 5ummary Sheet Construction Loading for more information. No exceda las maxintas alturas recomendadas. Vea el resumen 9CS1 -B4 Carga de Construction pare mayor information. Max. Bow 3/4" 7/8° 1' 1 -1/8' 1 -1/4' 1 -3/8' 1 -1/2° 1 -3/4' 2° Truss Length 12.5' 14.6' 16.7' 18.8' 20.8' 22.9' 25.0' 29.2' 233.3' Maximum Stack Height for Materials on Trusses Material Gypsum Board Plywood or OSB Asphalt Shingles Concrete Block Clay Tile Heigh (h) 12" 16" 2 bundles 8" 3-4 tiles high ® Do not overload small groups or single trusses. No sublecargue pequenos grupos o trusses Individuales 1 r^7t Plac, loads over as m -am/ tru` n5 as possible. L�_J C.nioqur las cargas wire ranros r.on•o se-, posible Position loads over road clearing walls. Coloque is cargas %bre is paredc -s scpnrtantes. Diagonal braces every 10 truss spaces (20' max.) 10' -15' max. Some chord and web members not shown for clarity. WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web members 10'45' max. same spacing as bottom chord lateral bracing Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! �°- ALTERATIONS — ALTERACIONES Refer to BCSI -85 Summ;lry Sheet - Truss Damage Jobsite Modifications and installation Errors lea el iasUmen 6151-55 - ,n. r Modificadanes en la Obra v Errores de Instalacion, ITN not cut, alter, or drill any structural member of a truss unless Specifically permitted by the Truss Design Drawing. No corte, altere o perfore nmgun miembro estructural ee los trusses, a mends que este especificamente permitido en el dibujo del diseno del truss. QTrusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Tlusses que se han sobrecargado durante la construction o han sido alterados sin una autorizacion previa del Fabricante de Trusses, pueden reducir o eliminar is garantla del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and 0dne operator (U applicable) are ca- pable to undertake the work they have agreed to do on a particular project- The Contractor should seek any required assistance regarding construction practices from a competent parry. The methods and procedures outlined are intended to ensure that the overall construction techniques employed will put flow and roof trusses into place SAFELY. These recommendations for handling, installing and bradng wood trusses are based upon the collective experience of leading technical personnel h i the wood truss industry, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a quadded auiWrg Designer or Erection /Installation Contractor. Ids not Intended that these recommendations be interpreted as superior to any design spedficatior (provided by either an Architect, Engineer, the Building Desgne5 the Erection/Installation Contractor or oteswse) for handling, installing and bracing wood trusses and it does no preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the toss Erection/Installation Contractor. Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application• or reliance on the recommendations and information contained herein. WOOD TRUSS COUNCIL OF AMERICA One WTCA Center • 6300 Enterprise Lane • Madison, WI 53719 608/274 -4849 • www.woodtruss.com TRUSS PLATE INSTITUTE 583 D'Onofrio Drive • Madison, WI 53719 608/833.5900 • wswv.epinst.org B1 WARNI1x17 031125