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FORM 405-10 FLORIDA Florida Department of Business and Professional Regulation - Residential Performance Method ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Project Name: REETZ RESIDENCE Builder Name: Street: 2009 LAUREL OAK LANE Permit Office: City, State, Zip: PALM CITY, FL, Permit Number: Owner. Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing Addition 9. Wall Types (2916.0 sqft.) Insulation Area a. Concrete Block - Ext Insul, Exterior R=4.1 2916.00 ftz 2. Single family or multiple family Single-family b. N/A R= ftz 3. Number of units, if multiple family 1 c. NIA R= ftz 4. Number of Bedrooms(Bedrms In Addition) 2(0) d. N/A 10. Ceiling Types (2447.0 sqft.) R= ftz Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 2447.00 ftz 6. Conditioned floor area above grade (fP) 2447 b. N/A R= ftz R= ftz c. N/A Conditioned floor area below grade (ftz) 0 11. Ducts R ftz 7. Windows(407.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage b. Sup: Attic, Ret: Attic, AH: Attic 6 225 6 125 a. U-Factor: Sgl, U=1.07 407.92 ftz SHGC: SHGC=0.50 12. Cooling systems kBtu/hr Efficiency b. U-Factor: N/A a. Central Unit 39.0 SEER:1.6.00 SHGC: b. Central Unit 18.0 SEER:16.00 c. U-Factor: N/A fP SHGC: 13. Heating systems kBlulhr Efficiency d. U-Factor: N/A ftz a. Electric Strip Heat 34.0 COP:1.00 SHGC: b. Electric Strip Heat 17.0 COP:1.00 Area Weighted Average Overhang Depth: 2.000 ft. 14. Hot water systems -Replacement equipment Area Weighted Average SHGC: 0.5000.1 a. Electric Cap: 80 gallons 8. Floor Types (2447.0 sqft.) Insulation Area EF: 0.920 a. Slab -On -Grade Edge Insulation R=0.0 2447.00 ftz b. Conservation features b. N/A R= ftz None c. N/A R= ftz 15. Credits Pstat Total Proposed Modified Loads: 31.14 PASS Glass/Floor Area: 0.167 Total Standard Reference Loads: 38.87 I hereby certify that the plans and specifications covered by Review of the plans and O� TJAES 7rArF `; this calculation are in compliance with the Florida Energy specifications covered by this v `^ A Code. calculation indicates compliance co`�'�<; r' , `'::; 1? with the Florida Energy Code. Before is completed ':r '%• ;:: � 'q PREPARED BY. construction C7 DATE: - 'this building will be inspected for compliance with Section 553.908 I hereby certify that this buildin , as designed, is in compliance Florida Statutes. COO WC• with the Florida Energy Co OWNE JAGE BUILDING OFFICIAL: DATE: DATE: SCANNED BY 5t. LUCie CountyOgg' 1 I LE . t1- PY 1/23/2014 1:54 PM EnergyGauge® USA - FlaRes2010 Section 405A.1 Compliant Software Page 1 of 6 PROJECT Title: REETZ RESIDENCE Bedrooms: 2 Address Type: Street Address Buiiding Type: User Conditioned Area: 2447 Lot # Owner: Y Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 2009 LAUREL OAK LA Permit Office: Cross Ventilation: County: ST. LUCIE COUNTY Jurisdiction: Whole House Fan: City, State, Zip: PALM CITY, Family Type: Single-family FL, New/Existing: Addition Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL ST LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 1780 16020 2 Block2 667 6003 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1780 16020 No 2 1 1 Yes Yes Yes 2 r MASTER 667 6003 No 2 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 215 ft 0 1780 ft2 0 0 1 2 Slab -On -Grade Edge Insulatio MASTER 105 ft 0 667 1`12 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emkt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2651 ft2 0 ft2 Medium 0.96 No 0.9 No 0 22.6 ATTIC Vent Ratio in) Area RBS IRCC V # Type Ventilation (1 1 Full attic Vented 300 2447 ft2 N N 1/23120141:54 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1780 ft' 0.11 Wood 2 Under Attic (Vented) MASTER 30 667 ft' 0.11 Wood WALLS Cavity Wig Height Sheathing Framing Solar Below y Adjacent S ace P #. 1 Ornt N To Exterior Wall Time Concrete Block - Ext Insul Main 4.09999 50 9 450.0 ft2 0 0 0.75 0 _ 2 E Exterior Concrete Block - Ext Insul Main 4.09999 45 9 405.0 ftz 0 0 0.75 0 _ 3 S Exterior Concrete Block - Ext Insul Main 4.09999 50 9 450.0 ftz 0 0 0.75 0 _ 4 W Exterior Concrete Block - Ext Insul Main 4.09999 45 9 405.0 ft2 0 0 0.75 0 _ 5 N Exterior Concrete Block - Ext Insul MASTER 4.09999 52 9 468.0 ft2 0 0 0.75 0 _ 6 N Exterior Concrete Block - Ext Insul MASTER 4.09999 15 9 135.0 fP 0 0 0.76 0 _ 7 N Exterior Concrete Block - Ext Insul MASTER 4.09999 52 9 468.0 ft2 0 0 0.75 0 _ 8 N Exterior Concrete Block - Ext Insul MASTER 4.09999 15 9 135.0 ft' 0 0 0.75 0 DOORS # Omt Door Type Space Storms U-Value Ft Width In Height Ft In Area 1 S Insulated Main None 46 6 8 48 ft' WINDOWS Orientation shown is the entered, Proposed orientation. / v # Wall Omt ID Frame Panes NFRC U-Factor SHGC Area Overhang Depth Separation Int Shade Screenin ' 1 N 1 Metal Single (Tinted) Yes 1.07 0.5 26.3 ft2 2 ft 0 in 6 ft 0 in Drapestblinds None 2 E 2 Metal Single (Tinted) Yes 1.07 0.5 75.0 ft' 2 ft 0 in 6 It 0 in Drapes/blinds None 3 E 2 Metal Single (Tinted) Yes 1.07 0.5 20.0 ftz 2 ft 0 in 6 ft 0 in Drapesiblinds None -�- 4 E 2 Metal Single (Tinted) Yes 1.07 0.5 96.0 ft' 2 ft 0 in 6 ft 0 in Drapesiblinds None 5 S 3 Metal Single (Tinted) Yes 1.07 0.5 9.7 ft2 2 ft 0 in 6 ft 0 in Drapestblinds None 6 S 3 Metal Single (Tinted) Yes 1.07 0.5 14.5 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None 7 S 3 Metal Single (Tinted) Yes 1.07 0.5 32.0 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None 8 W 4 Metal Single (Tinted) Yes 1.07 0.5 16.0 ft2 2 ft 0 in 6 ft 0 in Drapesiblinds None 9 W 4 Metal Single (Tinted) Yes 1.07 0.5 6.0 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None 10 E 2 . Metal Single (Tinted) Yes . 1.07 0.5 20.0 ft' 2 ft 0 in 6 ft 0 in Drapes/blinds None 11 E 2 Metal Single (Tinted) Yes 1.07 0.5 12.0 ft2 2 ft 0 in 6 ft 0 in Drapesiblinds None 12 N 5 Metal Single (Tinted) Yes 1.07 0.5 20.0 ft2 2 ft 0 in 6 ft 0 in . Drapes/blinds None 13 N 5 Metal Single (Tinted) Yes 1.07 0.5 31.5 ftz 2 ft 0 in 6 ft 0 in Drapes/blinds None 14 N 7 Metal Single (1inted) Yes 1.07 0.5 30.0 ft2 2 ft 0 in 6 ft 0 in Drapesiblinds None v r 1 /23/20141:54 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 FINFILTRATION 1 Wholehouse Method Best Guess SLA .0005 CFM 50 ELA EgLA ACH ACH 50 3209.3 176.18 331.34 .365 8.7434 HEATING SYSTEM # 1 2 System Type Electric Strip Heat Electric Strip Heat Subtype None None Efficiency Capacity Block COP:1 34 kBtu/hr 1 COP:1 17 kBtu/hr 2 Ducts sys#1 sys#2 COOLING SYSTEM 7=# 1 2 System Type Central Unit Central Unit Subtype None None Efficiency Capacity Air Flow SHR Block SEER: 16. 39 kBtu/hr 1170 cfm 0.75 1 SEER: 16 18 kBtu/hr 540 cfm 0.75 2 Ducts sys#1 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 80 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM n FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS # — Supply — Location R-Value — Return — Air CFM 25 CFM25 Area Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 2 Attic 6 Attic 6 225 ft2 Attic 125 ft2 Attic 20 ft2 Default Leakage Garage (Default) (Default) 20 ft2 Default Leakage Attic (Default) (Default) 1 1 2 2 1 /23/20141:54 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Heating Jan [[ ]] Feb [X] Feb Mar Mar [ j Apr [ ]r [ [ ] May ] Ma Jun Jun ri X Jul Jul [X AuX [ Aug Sep Sep [ Oct [ ]Oct Nov Nov [[ jj Dec [X] Dec Ventin Jan [[ ]] Feb X Mar [X] r [ ] Ma Y Jun Jul [ Aug L [ Se [X] Oct X Nov [[ jj Dec W. Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 1/23/2014 1:54 PM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance MPthnd ADDRESS: 2009 LAUREL OAK LANE PERMIT #: PALM CITY, FL, MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16113). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per equipment Tables 503.2.3. Equipment efficiency verification required. Special occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. ceilings/knee walls 405.2.1 R-19 space permitting. 1/23/2014 1:54 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 - ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD " ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. 2009 LAUREL OAK LANE, PALM CITY, FL, 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.1 2916.00 ftz b. N/A R= ftz 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms 2(0) d. N/A R= ftz 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 2447.00 ftz 6. Conditioned floor area (ftz) 2447 b. N/A R= ftz 7. Windows"- Description Area c. N/A R= ftz a. U-Factor: Sgl, U=1.07 407.92 ftz 11. Ducts a. Sup: Attic, Ret: Attic, AH: Garage R ftz 6 225 SHGC: SHGC=0.50 b. Sup: Attic, Ret: Attic, AH: Attic 6 125 b. U-Factor: WA ftz SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: WA ftz a. Central Unit 39.0 SEER:16.00 SHGC: b. Central Unit 18.0 SEER:16.00 d. U-Factor: N/A fP 13. Heating systems kBtu/hr Efficiency SHGC: Area Weighted Average Overhang Depth: a. Electric Strip Heat 34.0 2.000 ft. b. Electric Strip Heat 17.0 COP:1.00 COP:1.00 Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems - Replacement equipment ar Slab -On -Grade Edge Insulation R=0.0 2447.00 ftz a. Electric Cap: 80 gallons b. N/A R= ftz EF: 0.92 c. N/A R= b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: � Date: 41bby Address of New Holiie: � Ckk City/FL Zip: t *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software 10 Project Summary Job: -- wrightsoft® Date: Jan 23, 2014 AHU 1 By: QUICK CALCS, INC. 31787 LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM For. Notes: REETZ RESIDENCE 2009 LAUREL OAK LANE, PALM CITY, FL Design Information Weather. Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/Ib Heating Summary Structure 21550 Btuh Ducts 6735 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 28284 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ft2) 1782 1782 Volume (fts) 16038 16038 Air changes/hour 0.24 0.12 Equiv. AVF (cfm) .63 32 Heating Equipment Summary Make Trad e Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat Sensible Cooling Equipment Load Sizing Structure 19985 Btuh Ducts 10180 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 28656 Btuh Latent Cooling Equipment Load Sizing Structure 1324 Btuh Ducts 2823 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 4147 Btuh Equipment total load 32803 Btuh Req. total capacity at 0.70 SHR 3.4 ton Cooling Equipment Summary Make Ruud Trade Cond 13AJ N42 Coil RHSL-HM4221++RCSL-H*4821 AHRI ref 4529162 100 EFF Efficiency 11.0 EER, 13 SEER 8.3 kW Sensible cooling 28000 Btuh 28296 Btuh Latent cooling 12000 Btuh 19 OF Total cooling 40000 Btuh 1333 cfm Actual air flow 1333 cfm 0.047 cfm/Btuh Air flow factor 0.044 cfm/Btuh 0 in H2O Static pressure 0 in H2O Load sensible heat ratio 0.88 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft' RightSufte@ Universal 2013 13.0.01 RSU08101 2014-Jan-27 11:10:39 Page 1 ` ACCA ...s\Documents\wrightsoft HVAC\REETZ RESIDENCE.rup Cale = MJ8 Front Door faces: N -�- wrightsoft® ARig� - ® Worksheet QUICK CALCS, INC. y317 ST. LUGE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM r M� Job: Date: Jan 23, 2014 By: 1 Room name WIC 2 Exposed wall 5.3 ft 3 Room height 9.0 ft heat/cool 4 Room dimensions 5.0 x 6.0 ft 5 Room area 25.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number (13tuh/ft;°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/F/S Heat Cool Gross N/P/S Heat Cool 6 ,W •, ;93Aflocs 1Ac1om 1Ac1om 1Aclorn 0143 1270 1•.270 1.270 n' n. . ri . ' n 4,00 0.00 0.00 35;5(i 2:55 0.00 0.00 34.77 0 0 0 0, 0 0 0 0 0 0 0 0 0 0 0 0 " 11 1Ac1om r 1Aclomd , 1'.270 1.270 n- rr: 0.00 0:00 , " 0:00 . , ;Oi00 0 0 "' 0 0 0 • ' .. • 0 0 `_: , 0 . '. W 13A-4ocs 0.143 ne 4.00 2.55 0 0 0 0 IA-c1om 1.270 ne 0.00 0.00 0 0 0 0 I�-�G 1A-ciom 1.270 no 35.56 70.43 0 0 0 0 flocs,., ." ' 0.143 e. ', 4:00 2 65 3 3 12 8 U+J 13A-4ocs 0.143 s 4.00 2.55 45 45 .... 180 115 _.. 1A-clom 1.270 s 35.56 34.77 0 0 0 0 p 11 DO 0.390 s, 0.00 0.00 0 0 0 0 W ;13A flocs : 0.143 , w 4.� 2.55 0 0 0 0 1A-clom '. 1:270 w' 0.00 O.OQ 0 0 0 0 1A-c1om 1.270 "w.; 0.00 ow 0 0 II---GG 1A 01om' t 1.276 ..w ` .0.06 0.00 0 0 0 .. 0 .,. yJ 13A-4ocs 0.143 nw 4.00 2.55 0 0 0 0 �L--�G 1A-c1om 1.270 nw 35.56 70.43 0 0 0 0 IA-c1om 1.270 nw 0.00 0.00 0 0 0 0 P ... :12C-04W , O.091 ..-- _:' 0.00. 0;00 0 0 p , C 16B-30ad 0.032 '- 0.90 1.68 25 25 22 42 F P2A tpl" `; ` "0.989 27:69 0;00 25 ;: 5 148 " . ,•. _ . 0 :_:Z. 61 c)AEDex:ursion -9 Envelope loss/gain 362 155 12 a) Infiltration 78 21 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 440 176 Less extemal load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 440 176 15 Duct loads 19% 460/0 85 81 Total room load 525 257 Air required (cfm) 22 13 it Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ` � � wrightSOft' RightSuite® Universal 2013 13.0.01 RSU08101 2014-Jan-2711:10:39 Page 7 ..s\Documents\Wrightsoft HVAC\REETZ RESIDENCE.rup Cale = MJ8 Front Door faces: N a A -9+ wrightsoft, Right -A Worksheet Job: AHU 2. Date: Jan 23, 2014 QUICK CALCS, INC. By: 317 ST. LUCAE LN., FT PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@ADL.COM 1 Room name TOILET CLOSET 2 Exposed wall 5.0 ft .19.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x . 24.5 ft 5.0 x 14.0 ft 5 Room area 24.5 ft' 70.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft) Load number (Btuh/ft2--'F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1 3A 1 466S 11 1 ��" "'. 0.143 n-' 2 55 46 45:" "186 �116 46 45 '180 115, A-ci 6m-7 27 0 'n 000 00 0 0 0 A 0 0 '0 Mbloffi 1X06m 1.270n' 1.270 '-n, 00 -35.66 - 0 00 U 0 0 0 0, 0 ';o 0, 0 ;0 �O 0 0. 11 A41om 'k6l 1.270'n70 0 0 �' b 0 -0 b ' 0 .0 -1 omd 1, 276 "n 1 0.00 .00, A 0 "0. --b 0 0 0 :0 w 13AAocs 0.143 ne 4.00 2.55 0 0 0 0 0 0 0 0 1A-clorn 1270 ne 0.00 0.00 0 0 0 0 0 0 0 0 1A-clorn 1.270 ne 35.56 70.43 0 0 0 0 0 0 0 0 0A 43 -'',4,.OD 2'M 0 - 0 126 11.2t -51Z 321 13AAoCS 0.143 s 4.00 2.55 0 0 0 0 0 0 0 0 1A-clom 1.270 s 35.56 34.77 0 0 0 0 0 0 0 0 11D0 0.390 s 0.00 0.00 0 0 0 0 0 0 0 0 VV' 13,6,4oc's' 1,0 '-'w 4 IM 2 55 00 'b 0 -':0 'jA_91 6M' 1270 - "w - i' �0-00 J'� A 00" 0 0 0 -0 0 0 1A-c1'om' 1.270, w 000 0 00 0 -0 b , 0 1 A om )�o 'j.: L .W' ''.0 w -"�:.Uo" 0 0 .0 VL�13A-flocs 0.143 nw 4.00 2.55 0 0 0 0 0 0 0 0 1A-clom 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 1A-c1qrn., 1.270 nw_ 0.00 0.00 0 - 0 I- 0 0 0 0 �0 0 0 �Osw d.,00 , , 0.0q 0 _ '- 0 0 'Q : " ':0 --o 0 C 16B-30ad 0.032 0.90 1.68 25 25 22 41 M M 63 118 22A I -1p '160 V- jq -.0-1-9E9 27.69 0.06 'A38 526 f 6 c) AED emursion -9 -W Envelope loss/gain 341 147 1274 522 12 a) Infiltration 73 20 277 74 - b) Room ventilation 0 01 0 0 13 1 ntemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 413 167 15501 597 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 413 1 67 1 1550 597 15 Duct loads 1 46% 80 76 19% 46% 299 273 Total room load 493 243 1849 870 Air required (cfm) 1 20 13 1 771 45 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2014-Jan-27 11:10:39 *wrlilghtSoft' Right-Sufte@ Universal 201313A01 RSU08101 Page 6 ... s\Documents\Wrightsoft WAC\REETZ RESIDENCE.rup Calc = MJ8 Front Door faces: N - wrightsoft° AHU 2 O Worksheet Job. Date: By: QUICK CALCS, INC., 317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-46676709 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM Jan 23, 2014 1 Room name Room7 HALL 2 Exposed wall 0 ft 4.3 ft 3 Room height 9.0 ft heat/cool 9.0 ft heaUcool 4 Room dimensions 4.0 x 5.0 ft 1.0 x 83.5 ft 5 Room area 20.0 ftz 83.5 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number (Btuh/ftuF) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 ':13A flocs 0143 . n ;� 4.OD 2 55 � ��%.6 .; 0 0 -"0 36 36 194 „ 1Ac1om , 1:270 n ' 0.06 0:00 `0 ' 0 0 .. ` a 0 " : 0 ` 0 0 "; 0 7Ac1om:;. 1.270 `,"n 000 ; ' 0;00 0 0 0 , . _ '' 0 0 ::°0 p 0. .1 A 1 1 1''270 '.n'' 35:56 " 34 77 0, . 0 0" 0 0 '. 0 0 0 11 1A�1orn �,-7s270 ; n >�0;00' ' 000 0 0 0 ' 0 `_� 0 ': :`�0 1Aclomd . 1.270'.�n'` ". '.0.00, .. 0.00 0 0 0 .' .. 0 ;;". 0 : ;'0 ., 0 0 W 13A-4ocs 0.143 ne 4.00 2.55 0 0 0 0 0 0 0 0 1Ac1om 1.270 ne 0.00 0.00 0 0 0 0 0 0 0 0 1Aclom 1.270 ne 35.56 70.43 0 0 0 0 0 0 0 0 W, 93A flocs, 0.143 . e'; 400 . 255 ,... 0 , . :., 0 _ 0 " .. 0 > : : 0 •. 0 p - 0 VJJ 13A-4ocs 0.143 s 4.00 2.55 0 0 0 0 0 0 0 0 IA-clom 1.270 s 35.56 34.77 0 0 0 0 0 0 0 0 L�-GD 11DO 0.390 s 0 0 0 W 13A flocs' 0143 _ w 4A0 2.55 =0 0 0 0 3 3 12 8 1A c1om. 1 270 w- 0.00 0.00 0 0 0 0- 0 0 0 0 1A7c1om : 1 270 w, 0.00 D:00 -0 0 0 0 0 0 0 0 A-pl om .. 1 270 _w- : 0.00 O.OD 0 0 0 _ . 0 0 . 0 0 0 13A-4ocs 0.143 nw 4.00 2.55 0 0 0 0 0 0 0 0 IA-clom 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 1A-c1om 1.270 nw. 0.00 0.00 0 0 0 0 0, 0 0 0 P "": -'12C . 0sw : 0.091 .:-:. 0.00 , .0;00 0 0 p „ C 166SOad 0.032 - 0.90 1.68 20 20 18 34 84 84 75 140 F 27A-tpl 0989 ..°. 27.69 0i00 ". ". _20 0 .' " •' 0 .:.,. p _.' 84 .. ' ".,'4 '120 0, 6 c) AE D excursion -2 -12 Envelope loss/gain 18 32 351 227 12 a) Infiltration 0 0 63 17 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 18 32 414 244 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18 32 414 244 15 Duct loads 19% 46% 3 15 19% 46% 80 112 Total room load 21 47 494 356 Air required (cfm) 1 2 20 19 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WPi i1tSOTt 2014-Jan-2711:10:39 9 RightSuiteO Universal 2013 13.0.01 RSU08101 Page 5 ACC*k ... s\Documents\Wrightsoft HVAC\REETZ RESI DENCE.rup Calc = MJ8 Front Door faces: N 9 wrightsoft® Right-JO Worksheet Job: AHU 2 Date: Jan 23, 2014 QUICK CALCS, INC. By: 317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone. 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@ADL.COM 1 Room name CLST. 2 MASTER BATH 2 Exposed Wall 10.0 ft 28.3 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 5.0 x 10.0 ft 1.0 x 155.0 ft 5 Room area 50.0 ft2 155.0 fI2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh1ftk:F) (Btuhfft2) or perimeter (ft) (Btuh) or perimeter (ft) (Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6; 'I 3A466's '0 143 n -4.00 -2. 55 �'o 0 ��.o 0 0 0 1 _Clorn, I_'V0 'n', 060 �O 00 -0 0- 2 0 0 1, 0 0 b JA-�61onn 'l 270 n' "J'Ob �600 0': 0 0 0 �0 "10 c- 0 '0 IA'011 �VO �15:56 , o . �a:77 0 0 0 0 �0 -0 , 1 0 11 IA-clonn•.'.71'. 270 h 0.00 0, 00 0 U 0 - '0 l.0 "o 0 IA �dlomd- I.- 2M n 0.00 0 �O -0 _0 0 w 13A4ocs 0.143 no 4.00 2.55 0 0 0 0 0 0 0 0 1A-clorn 1.270 ne 000 0.00 0 0 0 0 0 0 0 0 1A-clom 1.270 ne 35.56 70.43 0 0 0 0 0 0 0 0 flocs:00 0.143 '41 '90 go 2�9 go 13A4ocs 0.143 s 4.Cb 2.55 '0 0 0 0 108 60 240 153 1A-clom 1.270 s 35.56 34.77 0 0 0 0 48 48 1707 1669 11DO 0.390 a 0.00 0.00 0 0 0 0 0 0 0 0 13XOM' `0.143 - W , -4W "-2.55, _0 �O 57 '.57 -0 M S "i45 lAmolorn 270 W. 0,00 ." . 'd-00 j, 0 '' 1 - �0 0 0 � 0 i 0 0 1A-cl om 0.00 000 �To 0 0 O� 0 6 0 '0 1A-61 om 270-:w 1,4-- aw '�" bo U 0 W 13A-flocs 0.143 nw 4.00 2.55 0 0 0 0 0 0 0 0 IA-clom 1.270 nw3556' 70.43 0 0 0 0 0 0 0 IA-clam 1.270 nw 0.00 0.00 0 0 0 .0 0 0 0 0 0 VC �,Aoo "'-0 00 0 0, _0 A 0 C 16B-30ad 0.032 0.90 1.68 50 50 45 84 155 155 139 280 F % -0. JiW 27M 0. 50 10 -:217 ,.-.0 155 28, 6 c) AE D excursion -17 273 Envelope loss/gain 682 296 3459 2730 12 a) Infiltration 146 39 413 Ill b) Room ventilation 1 0 0 0 0 13 Internal gains: Occupants @ 230 0 01 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 828 335 3872 3'72 2840 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 r3872 0 14 Subtotal 335 2B40 15 Duct loads 19% 46% 159 lrA 190/0 46% 7,45 1W2 Total room load 987 Q9 1 4618 4142 Air required (cfm) 41 251 1921 216 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 39 wrliightSc�ft- Right -Suite® Universal 2013 13.0.01 RSU08101 Pag2014tmJan-27 11:10e 4 .:.s\Documents\WrightsoIt HVAC\REETZ RESIDENCE.rup Cale = M.18. Front Door faces: N - wrightsoft Right-J® Worksheet Job: AiHU 2 Date: Jan 23, 2014 QUICK CALCS, INC. By: 317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM 1 Room name AHU 2 MASTER SUITE 2 Exposed wall 114.3 ft 42.3 ft 3 Room height 9.0 ft d 9.0 ft heat1cool 4 Room dimensions 1.0 x 238.6 ft 5 Room area 666.5 ft2 238.5 ft' Ty Construction U-value Or HTM Area (W) Load Area (ft2) Load number (Btuh/ft2--°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool - Gross N/PIS Heat Cool Gross N/P/S Heat Cool 6 'W' 1 13A-4ocs ,..0.143 n', 4:00 2.55 198 .. 168 673 428 . 72 42 168 = ; 107 1A-o1om ' 1.270 n 0.00 -0.00 0 0 0 0 0 0 0 1A-c1om A.270 n 0.00 0:00 0 0 :; 0 0 '.0 0 .0 0 .. 0 1Aclom 1.270 n, 35:56 ; . 34.77 , ` 30 0 1067 1043 30 . ' 0 1067 ' 1043 11 : %,olom 1.270 n 0.00 0.00 - "'0 0 `"' 0 0 0 0 0 ., 0 1A-clomd.. 1.270 n. 0.00 0.00 0 0 _ 0 y 0 0 0 0 0 W 13A-4ocs 0.143 ne 4.00 2.55 20 11 44 28 20 11 44 28 1Aclom 1.270 ne 0.00 0.00 0 0 0 0 0 0 0 0 IA-c1om 1.270 ne 35.56 70.43 9 0 326 646 9 0 326 646 W ° 13A-400s 0.143 a 4.00 , 2.55 453 . 453 1814 ': ,:- 1153 ' 144 144 577 367 V�J 13A-4ocs 0.143 s 4.00 2.55 234 186 745 473 81 81 324 2D6 �G �-D IA-clom 1.270 s 35.56 34.77 48 48 1707 1669 0 0 0 0 11 DO 0.390 s 0.00 0.00 0 0 0 0 0 0 0 0 W 13A-4ocs -0.143 .w` 4.00 2.55 60 60 240 " -• 153 0.. 0 0 0 1Ao1om 1,270 w; 0.00 0.00 0 0 O 0 0 0 0 0 1Ac1om 1.270 w" 0.00 abo 0 0 0- 0 0 0 -0 0 1A-clom 1.270 w 0.00 0.00 :.0 0. 0 0 0 "•.0 0 0 VDU 13A-4ocs 0.143 nw 4.00 2.55 64 54 216 138 64 54 216 138 1A-clom 1.270 nw 35.56 70.43 10 0 341 675 10 0 341 675 1A-clom 1.270 nw 0.00 0.00 0 0 0 0 0 0 0 0 P ' _ ''12C-O" ' 0.091 _ 0.00 0.00- 0 0, `: 0 0 0' 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 667 667 597 1120 239 239 214 401 F .:. ' 22A-tpl , " ' , 0.989 - 27.69 0.00 ;: W7 114 : ' " 3164 : 0, , _ 239 42 , .1170 .. "0 6 c) AED wcursion 0 -194 Envelope loss/gain 10933 7525 4447 3415 12 a) Infiltration 1666 446 617 165 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 12599 8201 5063 3810 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 12599 8201 5063 3810 15 Duct loads 19% 46% 24261 3758 19% 46% 975 1746 Total room load 15025 11960 6038 5557 Air required (cfm) 1 1 623 623 1250 290 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. I'iht50ft 2014-Jan-2711:10:39 W 9 Right -Suite® Universal 2013 13.0.01 RSU08101 Page 3 �� ...s\Documents\Wdghtsoft HVAC\REETZ RES I DE NCE. rup Calc = MJ8 Front Door faces: N wrightsoft' R AM - ® Worksheet Job: H Date: Jan 23, 2014 ' By: QUICK CALCS, INC. 317 ST. LUGE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM 1 Room name ENCLOSED PORCH 2 Exposed wall 31.0 ft 3 Room height 9.0 ft heat/cool 4 Room dimensions 20.0 x 9.0 ft 5 Room area 180.0 ft2 Ty Construction U-value Or HTM Area (W) Load Area Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 13A-4ocs. IA-c1om 0.143 1.270 n n 4.00 35.56 , . 2.55 34.77 180 0 68 0 272 0 173 0 1A-clom 1.270 n 35.56 34.77 16 0 569 556 1Aclom 1.270 n 35.56 34.77 0 0 0 0 11 IA-c1om 1.270 n 35.56 17.90 0 0 0 0 1A-clomd 1.270 n 35.56 34.77 96 0 3414 3338 W 13A-4ocs 0.143 ne 4.00 2.55 0 0 0 0 1A-clom 1.270 no 35.56 70.43 0 0 0 0 l --G 1A-clom 1.270 no 0.00 0.00 0 0 0 0 W 13A-4ocs 0.143 a 4.00 2:55 81 81 324 206 UtJ _ 13A-4ocs 0.143 s 4.00 2.55 0 0 0 0 I�-_-Gp 1Aclom 1.270 s 35.56 34.77 0 0 0 0 11 DO 0.390 s 10.92 11.31 0 0 0 0 W 13A-4ocs 0.143 w 4.00 2.55 18 18 72 46 1Aclom 1.270 w 35.56 91.12 0 0 0 0 1A-clom 1.270 w 35.56 91.12 0 0 0 0 1A-clom 1.270 w 35.56 32:23 0 0 0 0, ITI 13A-4ocs 0.143 nw 4.00 2.55 0 0 0 0 IA-clom 1.270 nw 0.00 0.00 0 0 0 0 IA-clom 1.270 nw 35.56 26.75 0 0 -0 0 P 12C-0sw 0,091 2.55 _ . 1.28 '' 0 0 0 0 C 16B-30ad 0.032 - 0.90 1.68 180 180 161 302 F 22A-tpl 0.989 - 27.69 0.00 160 31 858 0 6 c)AEDecursion -174 Envelope loss/gain 5671 4448 12 a) Infiltration 452 121 b) Room ventilation 0 0 13 Intemal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 6123 4569 Less extemal load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 6123 4569 15 Duct loads 31% 51% 1914 2327 Total mom load 8037 6897 Air required (cfm) 379 305 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ' . wrightSOft' 2014-Jan-2711:10:39 W RightSuite�l Universal 2013 13.0.01 RSU08101 Page 2 ...s\Documents\Wdghtsoft WAC\REETZ RES I DE NCE.rup Calc = MJ8 Front Door faces: N �" wrightsoft, �Rig� ; ® Worksheet Job: H Date: Jan 23, 2074 • By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKC4LCSr@AOL.COM 1 Room name AHU 1 EXISTING 2 Exposed wall 133.8 ft 102.8 ft 3 Room height 9.0 ft d 9.0 ft heat/cool 4 Room dimensions 1.0 x 1602.0 ft 5 Room area 1782.0 ft2 1602.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (M Load number (Btuh/ft�°F) (13tuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 13A-4ocs 1Aclom 0,143 1.270 n n 4.00 35.56 2.55 34.77 M2 18 173 0 69-1 622 439 609 162 18 105 0 418 622 266 609 IA-clom 1.270 n 35.56 34.77' 16 0 569 556 0 0 0 0 1Aclom 1.270 n 35.56 34.77 15 0 533 522 15 0 533 522 11 IA-clom 1.270 n 35.56 17.90 25 0 889 447 25 0 889 447 1A-c1omd 1.270 n 35.56 .34.77 96 0 3414 3338 0 0 0 0 W 13A-4ocs 0.143 ne 4.00 2.55 38 30 119 76 38 30 119 76 I--G 1A-clom 1.270 ne 35.56 70.43 9 0 302 599 9 0 302 599 1A-clom 1.270 ne 0.00 0.00 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 a 4.00 2.55 „ 129 129 517 328 ' 48 48 : _ _ 192 122 13A-4ocs 0.143 s 4.00 2.55 234 156 625 397 234 156 625 397 ti 1Aclom 1.270 s 35.56 34.77 36 36 1280 1252 36 36 1280 1252 11 D0 0.390 s 10.92 11.31 42 42 459 475 42 42 459 475 W 13A-4ocs 0.143 w 4.00 2.55 423 375 1502 955 405 357 1429 909 IA-clom 1.270 w 35.56 91.12 24 0 853 2187 24 0 853 2187 IA-c1om 1.270 w 35.56 91.12 15 0 533 1367 15 0 533 1367 IA-clom 1.270 w 35.56 32.23 9 0 ..320 290 9 0 320 290 V,11 13A-4ocs 0.143 nw 4.00 2.55 38 29 118 75 38 29 118 75 1Ao1om 1.270 nw 0.00 0.00 0 0 0 0 0 0 0 0 I�- IA-c1om 1.270 nw 35.56. 26.75 9 0 311 234 9 0 311 234 P 12C-0sw 0.091 - 2.55. 1:28 252 252 642 323 252 252 642 323 C 16B30ad 0.032 - 0.90 1.6B 1782 1782 1597 2994 1602 1602 1435 2691 F 22A-tpl 0.989 - 27.69 0.00 1782 134 3704 0 1602 103 2845 0 6 c) AE D exwrsion 0 174 Envelope loss/gain 19599 17462 13928 13014 12 a) Infiltration 1950 522 1499 401 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 2000 2000 Subtotal (lines 6 to 13) 21550 19985 15427 15415 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21550 19985 15427 15415 15 Duct loads 31% 51% 6735 101BO 31% 51% 4821 7852 Total room load 28284 30164 20248 23267 Air required (cfm) 1333 1333 954 1028 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Wri htSOft" 2014-Jan-27 11:10:39 9 Ri ht-Suite® Universal 2013 13.0.01 RSU08101 Page 1 ...s\Documents\Wdghtsoft HVAC\REETZ RES]DENCE.rup Cale = MJ8 Front Door faces: N • Pro ect SummaryJob: �+ wrightsoftm , Date: Jan 23, 2014 • AHU 2 By: QUICK CALCS, INC. 317`ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM For. REETZ RESIDENCE 2009 LAUREL OAK LANE, PALM CITY, FL Notes: Weather. Winter Design Conditions Outside db Inside db Design TD Fort Pierce, FL, US Summer Design Conditions 42 OF Outside db 70 OF Inside db 28 OF Design TD Daily range Relative humidity Moisture difference Heating Summary Structure 12599 Ducts 2426 Central vent (0 cfm) 0 Humidification 0 Piping 0 Equipment load 15025 Infiltration Method Construction quality Fireplaces 90 OF 75 OF 15 OF L 50 % 61 gr/lb Sensible Cooling Equipment Load Sizing Btuh Structure 8201 Btuh Btuh Ducts 3758 Btuh Btuh Central vent (0 cfm) 0 Btuh Btuh Blower 0 Btuh Btuh Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 11362 Btuh Simplified Average 0 Heating Cooling Area (ft2) 667 667 Volume (ft') 5999 5999 Air changes/hour 0.54 0.27 Equiv. AVF (cfm) 54 27 Heating Equipment Summary Make Trad e Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Latent Cooling Equipment Load Sizing Structure 1331 Btuh Ducts 1010 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 2341 Btuh Equipment total load 13703 Btuh Req. total capacity at 0.70 SHR 1.4 ton Cooling Equipment Summary Make Ruud Trade RUUD 14AJM SERIES Cond 14AJ M 19 Coil RHLL-HM2417++RCSL-H"2417 AHRI ref 5550521 100 EFF Efficiency 13.0 EER, 16 SEER 4.3 kW Sensible cooling 13090 Btuh 14623 Btuh Latent cooling 5610 Btuh 21 OF Total cooling 18700 Btuh 623 cfm Actual air flow 623 cfm 0.041 cfm/Btuh Air flow factor 0.052 cfm/Btuh 0 in H2O Static pressure 0 in H2O Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft`" RightSuite® Universal 2013 13.0.01 RSU08101 2014-Jan-27 1 Page 2 Page 2 /±r.CA ...s\Documents\Wrightsoft HVAC\REETl_ RES I DENCE. rup Calc = MJ8 Front Door faces: N A. *wrightsoft" Project Summary AHU 1 QUICK CALCS, INC. 317 S'T. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772466-6796 Email: QUICKC4LCS@AOL.COM For. REETZ RESIDENCE 2009 LAUREL OAK LANE, PALM CITY, FL Notes: Weather. Winter Design Conditions Outside db Inside db Design TD Fort Pierce, FL, US Job: Date: Jan 23, 2014 By: Summer Design Conditions 42 OF Outside db 70 OF Inside db 28 OF Design TD Daily range Relative humidity Moisture difference Heating Summary Structure 21550 Btuh Ducts 6735 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 28284 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ftz) 1782 1782 Volume (W) 16038 16038 Air changes/hour 0.24 0.12 Equiv. AVF (cfm) 63 32 Heating Equipment Summary Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 100 EFF 8.3 kW 28296 Btuh 19 OF 1333 cfm 0.047 cfm/Btuh 0 in H2O 90 OF 75 OF 15 OF L 50 % 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 19985 Btuh Ducts 10180 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 28656 Btuh Latent Cooling Equipment Load Sizing Structure 1324 Btuh Ducts 2823 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 4147 Btuh Equipment total load 32803 Btuh Req. total capacity at 0.70 S HR 3.4 ton Cooling Equipment Summary Make Ruud Trade Cond 13AJ N42 Coil RHSL-HM4221++RCSL-H"4821 AHRI ref 4529162 Efficiency 11.0 EER, 13 SEER Sensible cooling 28000 Btuh Latent cooling 12000 Btuh Total cooling 40000 Btuh Actual airflow 1333 cfm Air flow factor 0,044 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.88 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wri htsoft" 2014 Jan-27 11:1ge 1 r° g RightSuiteeral Universal 2013 13.0.01 RSU08101 Page 1 ' ACCA ...s\Documents\Wrightsoft HVAC\REEIZ RESIDENCE.rup Calc = MJ8 Front Door faces: N -�+ wrightsofto Project Summary AHU 9 QUICK CALCS, INC. 31TST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772466-6796 Email: QUICKCALCS AOL.COM Project• • For. REETZ RESIDENCE 2009 LAUREL OAK LANE, PALM CITY, FL Notes: Design Information Weather. Fort Pierce, FL, US Job: Date: Jan 23, 2014 By: Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 21550 Btuh Structure 19985 Btuh Ducts 6735 Btuh Ducts 10180 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28284 Btuh Use manufacturers data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 28656 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1324 Btuh Ducts 2823 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ftz) 1782 1782 Equipment latent load 4147 Btuh Volume (ft3) 16038 16038 Air changes/hour 0.24 0.12 Equipment total load 32803 Btuh Equiv. AVF (cfm) 63 32 Req. total capacity at 0.70 SHR 3.4 ton Heating Equipment Summary Cooling Equipment Summary Make Make Ruud Trade Trade Model Cond 13AJN42 AHRI ref Coil RHSL-HM4221++RCSL-H+4821 AHRI ref 4529162 Efficiency 100 EFF Efficiency 11.0 EER, 13 SEER Heating input 8.3 kW Sensible cooling 28000 Btuh Heating output 28296 Btuh Latent cooling 12000 Btuh Temperature rise 19 OF Total cooling 40000 Btuh Actual air flow 1333 cfm Actual air flow 1333 cfm Air flow factor 0.047 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft® RightSuite® Page Universal 2013 13.0.01 RSU08101 2014-Jan-23 14:age 1 1 + ... s\Documents\WrightsoftWAC\REETZ RESIDENCE.rup Calc = MJ8 Front Door faces: N -�- wrightsofto Project Summary AHU 2 QUICK CALCS, INC. 31P ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS ,AOL.COM For. REETZ RESIDENCE 2009 LAUREL OAK LANE, PALM CITY, FL Notes: Design Information Weather. Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 12599 Btuh Ducts 2426 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 15025 Btuh Infiltration Method Construction quality Fireplaces Fort Pierce, FL, US Simplified Average 0 Heating Cooling Area (ft2) 667 667 Volume (ft') 5999 5999 Air changes/hour 0.54 0.27 Equiv. AVF (cfm) 54 27 Heating Equipment Summary Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 100 EFF 4.3 kW 14623 Btuh 21 OF 623 cfm 0.041 cfm/Btuh 0 in H2O Job: Date: Jan 23, 2014 By: Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 8201 Btuh Ducts 3758 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 11362 Btuh Latent Cooling Equipment Load Sizing Structure 1331 Btuh Ducts 1010 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 2341 Btuh Equipment total load 13703 Btuh Req. total capacity at 0.70 SHR 1.4 ton Cooling Equipment Summary Make Ruud Trade RUUD 14AJM SERIES Cond 14AJM19 Coil RHLL-HM2417++RCSL-H*2417 AHRI ref 5550521 Efficiency 13.0 EER, 16 SEER Sensible cooling 13090 Btuh Latent cooling 5610 Btuh Total cooling 18700 Btuh Actual air flow 623 cfm Air flow factor 0.052 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.84 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Wrl htsoftm 2014-Jan-23 14:02:24 g Right -Suite® Universal 2013 13.0.01 RSUD8101 Page 2 �'� ...s\Documents%Wrightsoft HVAC\REETZ RESIDENCE.rup Calc = MJ8 Front Door faces: N 6. - wrightsoW Right-J® Worksheet Job: AHU 1 Date: QUICK CALCS, INC. By. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM Jan 23, 2014 1 Room name AHU 1 ENSTING 2 E)posed wall 133.8 ft 102.8 ft 3 Room height 9.0 ft d 9.0 ft heat1cool 4 Room dimensions 1.0 x 1602.0 ft 5 Room area 1782.0 ft' 1602.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/W °F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 13AAocs 0.143 n 4.00 2,tit 342 173 -691 4$9 182 105 - 418 _266 1Aclom.. : 1.270 n 35.56 34,77 18 0 .. 622 •609 -, 18 0 622 609 1Ac1om 1.270 n '' 35.56 34.77 -16 0 569 656 0 0 0 0 1A-clom 1.270 n 35.56 " 34.77 15 0 533 522 " ".15 0 533 522 11 1A-c1om 1.270 ' n 35.56 17.90 25. 0 889 447 25 0 W9 •447 1Ac1omd .: .._ _.: 1,.270=..n .`�°_35.56:_..34:77 _96 _ _:.. 0..:.' �:3414 .'_:-�_3338,__.. ;; ".�U --_ __: :0 _ °,:0 ....�� '_0 V�! 13AAocs 0.143 ne 4.00 2.55 38 30 119 76 38 30 119 76 1A-clom 1.270 ne 35.56 70.43 9 0 302 599 9 0 302 599 I�-�-G 1.270 ne._. 0.00 0 0 0 0 0 0 0 0, _ W _ .. .1Aciom...... 13A-0ocs : . " _ .: - . :.0.143 , _e . _ .,._0.00 _ ..4.00 - "-_ . 2:55 .. " 129 _.... 129 _ ..-_._ __517 __._ 328 :. _48 ..._ .. _ .._..._ . 48 ,192 122 \�1 13A-4ocs 0.143 s 4.00 2.55 234 156 625 397 234 .156 625 397 i-G 1Aclom 1.270 s 35.56 34.77 36 36 1280 1252 36 36 1280 1252 0.390 s 11.31 42 42 459 475 42 42 459 475 %h _11D0 13AAocs -• 0.143 _ w _ _10.92 4.00 2.55 '423 375 1502 955 ._ 405 357 1429 909 IA-clom 1.270 w 35.56 91.12 24 0. 853 2187 24 O. 853 2187' 1A-clom:' ,:1.270 °w 35.56 91A2 "15 10 533 1367 •'15 0 633 1367 1Ac1om _,. .... _ ., _..._:. 1.270 __w 35.56 .....32.23 _. - 320 290, ' 9 .- ._ . 320 13AAocs 0.143 nw 4.00 2.55 38 ,0 29 - 118 - ".- 75 . . _.- 38 _ .._ _0 ._ 29 118 75 T-A1A-clom IA-clom 1.270 nw 0.00 0.00 0 0 0 0 0 0 0 0 1.270 3.5 56 26.75 9 0 234 9 0 311 234 _ _ -nw 2.55 _ .. 1.28 ... ;_252 - -- 252 _ . . _311 642 _ -__. _ : 323 "_n _ _ 252 _ _ . _ - - _252 _ - 642, ~" 323 C 166-30ad_,. c.. 0.90 1.68 1782 1782 2994 1435 .. F ...:.. 2:; tpl _,.._0.032 0.989 .. . _ ..... 27.69 ";. '0.00 ' 1782 . _..._ 134 ..,,..__1597 _ ._`_ _- 3704 ::._..._ __0 -_. . _1,602 . 1602 ._._1602 - . _ _ .,. 103 ` - .2845 .. _-2691 0 6 c)AED excursion 0 174 Enwlope loss/gain 19599 17462 13928 13014 12 a) Infiltration 1950 622 1499 401 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 2000 2000 Subtotal (lines 6 to 13) 21550 19985 15427 15416 Less odemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21550 19985 15427 15415 15 Duct bads 31% 51% 6735 10180 31% 51% 4821 7852 71 Total room load 28284 30164 20248 23267 Air required (cfm) 1333 1333 954 1028 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrigFlitsoft' 2014-Jan-23 14:02:24 RightSuite® Universal 2013 13.0.01 RSU08101 Page 1 ...s\Documents\Wrightsoft HVAC\REETZ RESIDENCE.rup Cale = MJ8 Front Door faces: N - - wrightsoft° Right-M Worksheet Job: AHU 1 Date: QUICK CALCS, INC. By: 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772466-6799 Fax 772466-6796 Email: QUICKCALCS@AOL.COM Jan 23, 2014 1 Room name ENCLOSED PORCH 2 Exposed wall 31.0 ft 3 Room height 9.0 ft heattcool 4 Room dimensions 20.0 x 9.0 ft 5 Room area 180.0 ft' Ty Construction U-value Or HTlvl Area (ftz) Load Area Load number (Btuh/ft' °F) (BtUtff) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 0.143 n 4.00 --- 2.55 180 - 613 272 --- 173 • -- -- _ IA-clom 1.270 , n 35:56 34.77 _ 0 ..: 0 0 .- 0 . 1A�lom 1.270 n ' 35.56 34.77 16 0 569 556 . 1A-c1om : - 1.270 n 35.56 34.77 0 0 0 0 ' 11 IA-clom 1.270 n 35.56 17.90' 0 0 0 0 -1A-clomd _ :.:1.270 _'n- 35.56'. -.34'77 . ...'.;96 0 e 13A-4ocs 0.143 ne 4.00 2.55 0 0 0 0 1Ac1om 1.270 ne 35.56 70.43 0 0 0 0 1.270 0.00 0.00 0 0 0 0 0.143 .ne _ _, e. . 4.00 ` _ .2.55 ' ': 81 _324 . _. 206 .."."_.. ... V�J 13A-flocs 0.143 s 4.00 Z55 0 0 0 0 F--G 1A-clom 1.270 s 35.56 34.77 0 0 0 0 �D 11DO 0.390 s 10.92 11.31 0 0 0 0 _ w 4.66 _ 2.12 18 18 72 46, _ w 35.56 91.12 0 0 0 0 1Ac113Aom 10.143 .2 0 w 35.56 91.12 0 0 0 0 1A- 1om. 1.270 w 35.56 32.23 0 0 0 0 13A4ocs 0.143 nw 4.00 _ . 2.55 0 ... _ 0 0 0 1A-clom 1.270 nw 0.00 0.00 0 0 0 0 1A-clom . 1.270 35.56 26.75 0 - - - 0.091 .,nw - _,. - "2.55. :" _ .1,28 .. - 0 _: _0 _ _0 : --0 :. -__ 0 __-: _ _0 ,:0. .,. _ . 1613-30ad .. _0.032 _ _- 1.68 ISO, 180 161 362 F _ 22A-tpl-.. .`._ 0.989 .-... _ . ' ,._ .0,90 27.69 -..... _ 0.00 .. i;:180 -_ .. .._... _ 31 . ,. _ _. 858 -- . _ _0 ... _.. . 61 c)AED excursion -174 Envelope loss/gain 5671 4448 12 a) Infiltration 452 121 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 1 6123 4569 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 6123 4569 15 Duct loads 31% 51% 1914 2327 Total room load 8037 6897 Air required (cfm) 379 305 Calculations approved bvACCA to meet all reauirements of Manual J 8th Ed. A& ' wrigtttsofC Right -Suite® Universal 2013 13.0.01 RSU08101 2014.Jan-Jan1 Page 2 ...s\Documents\Wrightsoft HVAC\REETZ RESIDENCE.rup Calc = MJ8 Front Door faces: N 9 -�- wrightsoft° Right-J® Worksheet Job: AHU 2 Date: Jan 23, 2014 QUICK CALCS, INC. By. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772466-6796 Email: QUICKCALCS@JAOL.COM 1 Room name AHU 2 MASTER SUITE 2 Exposed wall 114.3 ft 42.3 ft 3 Room height 9.0 ft d 9.0 ft heat/cool 4 Room dimensions 1.0 x 238.5 ft 5 Room area 665.5 ftz 238.5 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number (Btuh/ftz--°F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 13A flocs 0.143 _n.... 4.00 ....2:55 198 168 "673 ...._. _ ,428 72 ,-....-..42 _ _ _.._.168 .107 IA-c1om 1.270 n 0.00 0.00. 0 0 0 0 0 0 0 0 1Aclom 1.270 n 0.00 0.00 0 0 0 0 0 0 0 0 IA-clom 1.270 n 35.56 34.77 30 ' 0 1067 1043 30 0 1067 - 1043 11 1Aclom 1.270 n' .0.00 .,.;• 0.00. , -, 0 •• 0 0 0 . 0 .' 0 0. 0 1Aclomd ..:_ _ 1.270 n_ _ ...0.00 _ _-0.00 0 .. - " -0 ...`.. _ 0 -.. ._._. 0 .- __ .: 0 0> _ '. _0 ... 0 13A4ocs 0.143 ne 4.00 2.55 20 11 44 28 20 11 44 28 1Aclom 1.270 ne 0.00 0.00 0 0 0 0 0 0 0 0 1Aclom._.._ -_..1.270...ne. 35.56 70.43 .,_ 0._ 326 646 13A4ocs' . 0.143 a "' ... 4.00 .. 2,55 _..._.9 : ,..453 -. _ .,....._0...,..__._326_._._._ 453 .._ ._ 1814 .646 ._.,.._, j153 .,...9...- 144 ' .- 144 . 577 367 vIJ� 13A-0acs 0.143 s 4.00 2.55 234 186 745 ---._ 473 81 .. 81 _ _ 324 206 -G 1Aclom 1.270 a 35.56 34.77 48 48 1707 1669 0 0 0 0 D 11DO 0.390 s 0.00 0.00 0 0 0 0 0 0 0 0 ViJ 13A�ocs . 6.143 ..w_ . 4.00 2.55 60 60 - ..., 240 153 . . _ 0 ..__ _ , _ 0 0 _..0 1Aclom 1.270 w 0.00 0.00 0 0 0 0 0 0 0 0 1Aclom 1.270 w 0.00 0.00 0 0 0 0: 0 0 0 11�-G_CG 1A 1 :.:. .._._ .. 1 270 _W ._- .O.OU. -e : 0.00 _; 0 _ .. , .:.-.,...Q ;0 0 .0 0. 13A4ocs 0.143 nw 4.00 2.65 64 .0 54 . _: 216 _.....0 138 64 _,....:....0 _._ 54 .._ 216 _' _..-•. 138 1Aclom 1.270 nw 35.56 70.43 10 0 341 675 10 0 341 675 - .. 1Aclom 1.270 nw. 0.00 0.00 0 0 0 0 0 0 0 0 ._ 0.091 0.00 -_-.. 0.00 _._ ..._ 0 Q . '. �_..._.0 ,_. __.; 0 ....: ._. 0 .. ... 0,..; _.:_. 0- 0. C. _ _. 1613-30ad_. _....-_..... 0.032 .. -.... _.0.90 1.68 _ _-- 667 - 667 .... . 597 1120 -..._. 239 _._ 239 __. 214 401 F 22A tpl - - -_ _ .. 0.969 .. -_ - .. 27.69 "_:.0.00 .._ .. 667 . . _114 . 316.4 _ ..: __ _ 0 _ _ .. _ . 239 -- - _ ' . 42 _ _ 1170 .... 0 6 c)AED excursion 0 -194 Envelope loss/gain 10933 7525 4447 3415 12 a) Infiltration 1666 446 617 165 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 1 230 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 12599 8201 5063 3810 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 12599 82011 5063 3810 15 Duct loads 19% 46% 2426 3758 19% 46% 975 1746 Total room load 15025 11960 1 6038 5557 Air required (cfm) 623 623 250 290 V Calculations approved byACCA to meet all requirements of Manual J 8th Ed. A � wrightsOft- Right -Suite® Universal 2013 13.0.01 RSUD8101 2014-Jan-23 1 Pate 3 ...s\Documents%Wrightsoft HVACIREETZ RESIDENCE.rup Calc = MJ8 Front Door faces: N 9 - wrightsoft° Right-J® Worksheet Job: AHU 2 Date: Jan 23, 2014 QUICK CALCS, INC. By: 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS(o)AOL.COM 1 Room name CLST. 2 MASTER BATH 2 F)posed wall 10.0 ft 28.3 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 5.0 x 10.0 ft 1.0 x 155.0 ft 5 Room area 50.0 ft2 155.0 ft2 Ty Construction U--value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A4ocs 0.143 n - - .4.00 .. 2.55 -.. _-.._0 . _. 0 - 0 _, _ 0 0-0 - 0 1Ac1om 1.270 n " .0.00 0.00 -0 0 0 0' 0 0 0 0 1Aclom 1.270 n 0.00 0.00 0 0 0 0.. 0 0 0 0 1A-clom 1.270 n 35.56 34.77 0 0 0 0. 0 0 0 0 11 1Ac1om 1.270 n 0.00 0.00 0 0 0 0 "' 0 0 0 _ . '0 .'.: 1A-61omd .. " .. -. I.1.270 " n.. . ,0.00 .: _.0.00.. 0 0 .: _.. .4 0 - - 0 _..'..0 ._. ,.0 .. _ ---0 , _ 0 13AAocs 0.143 ne 4.00 2.55 0 0 0 0 _ 0 .:_ 0 0 ,.. 0 1Aclom 1.270 ne 0.00 0.00 0 0 0 0 0 0 0 0 I�_GG 1Ac1om..._._. 1.270 70.43. 0 0..-_._:.- 0 0 0._,. 0 0 0 W, 13A flocs ' .._ . _._ • . -. _ . 0:143 _-ne...-_-_35.56 _ e . _ _ 4.00 .. 2.55 .._ ._< -:,90 _ _ _90 _ _.. :3ti0 .__..- .... 229 ._. ._._.. _ . ..._ 90 __.., - 90 wo 229 yJ 13AAocs 0.143 s 4.00 2.55 0 0 0 0 108 - 60 240 153 �L_-{3 1Ac1om 1.270 s 35.56 34.77 0 0 0 0 48 48 1707 1669 11DO 0.390 s 0.00 0.00 0 0 0 0 0 0 0 0 __ 13Ar4ocs 0.143 w 4.00 2.55 0 0 _- 0 - _ 0 - 57 -- -57 228 145 1Aclom 1.270 w 0.00 0.00 0 0 0 0.. 0 0 0 0 1A-c1om . 1.270 w 0.00 0.00 0 0. 0 "0 0 0 0 " 0 1Ac1am .._... _1.270. w 0.00 0.00 ._ 0 0 .-0 : 0 0 0 V)/ 13AAocs 0.143 nw 4.00 2.55 ._... -0 0 .__ 0 0 .-." .. _ _0 0 _. 0 . 0 0 __.. -,_ 0 1Aclom 1.270 nw 35.56 70.43 0 0 0 0 0 0 0 0 IA-c1om _ 1.270 my 0.00 0.00 0 0 0 0 0 -- -. _. 12C-0sw---..__., . _ 0.091 _ --- - 0.00_ _ .- . ._.,0.00 0 0-- ..___ _.. --- -.0 _0. -0 -0 0 ------ ._ _-- :, 0 _ _ ___0 - .__..0 . _ ___ 0 C 16B•30ad.... _., _0.032 _ 0.90 1.68 50 50 45 � 155 139 260 F ..: 22A tpl __ 0.989 . ._,. _. _ .:27.69 _ . . ... 0.00 . , . _.. _ : - _ '.:..50 ..__.. _. 10 _... ..277 .. n. .�... 0 .. _,155 155 .. 28 - „ .. ._ 785 _.. 0 6 c) AED excursion -17 1273 Envelope loss/gain 682 296 3459 2730 12 a) Infiltration 146 39 413 111 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 828 335 3872 2840 Less eMemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 828 335 3872 2840 15 -T Ductloads 19°% 469/6 159 154 191/0 46% 745 1302 Total mom load 1 987 489 1 1 4618 4142 Air required (cfm) 41 25 192 216 V Calculations aaaroved bvACCA to meet all reauirements of Manual J 8th Ed. ` le . wrightsoft" RightSuite® Universal 2013 13.0.01 RSU08101 2014 Jan-23 1 Page 4 ... s\Documents\WdghtsoftHVAC\REETZ RESIDENCE.rup Calc = MJ8 Front Door faces: N g • -�- wrightsoft° Right-J® Worksheet Job: AHU 2 Date: Jan 23, 2014 QUICK CALCS, INC. By. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS !AOL.COM Calculations approved bvACCA to meet all reauirements of Manual J 8th Ed. wrights3oft' 2014-Jan-23 14:02:24 .�P. RightSuite® Universal 2013 13.0.01 RSU08101 Page 5 ...slDocuments\Wrightsoft WAC%REETZ RES]DENCE.rup Calc = MJB Front Door faces: N wrightsoft' Right-M Worksheet Job: AHU 2 Date: Jan 23, 2014 QUICK CALCS, INC. By. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS ,AOL.COM Calculations approved bvACCA to meet all reouirements of Manual J 8th Ed. wrightsoft" RightSuite® Universal 2013 13.0.01 RSU08101 2014-Jan-23 1 Pag .� e 6 ...s\Documents\Wrightsoft HVAC\REETT_ RESIDENCE.rup Calc = MJ8 Front Door faces: N g J- wrightsoft' Right-JO Worksheet Job: AHU 2 Date: QUICK CALCS, INC. By. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772466-6799 Fax 772466-6796 Emil: QUICKCALCS@AOL.COM Jan 23, 2014 1 Room name WIC 2 Fposed wall 5.3 ft 3 Room height 9.0 ft heat/cool 4 Room dimensions 5.0 x 5.0 ft 5 Room area 25.0 ft2 Ty Construction U-value Or HTM Area (ft') Load Area Load number (Btuh/ft;°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter Heat Cool Gross WKS Heat Cool Gross N/P/S Heat Cool 6 13A fl- ocs _ - 0.143 n 4.00 2.55 0 .. 0 0 0 -- IA-c1om , 1.270 n : 0.00 , ' .0.00 0 0 0 0 1Ac16m 1'.270 ' h _ , 0.00 ' ' 0.00 , 0 0 ' , 0 0" r .. . 1Ac1om 1.270 n .. 35.56 ' 34.77 . 0 0 0 0 11 1Aclom 1.270 n 0.00 0.00 , 0 0 0 0 . 1Aclomd::. .'. ._ :'.1.270:::.n ..,..0.00 0;00 0 13A4ocs 0.143 ne 4.00 255 0 0 0 0 1Aclom 1.270 ne 0.00 0.00 0 0 0 0 14c1om -.. 1.270 70.43 0 0 0 _- _s..0.143 -,,rte. - .. _e_ ...35.56 4.00. . _, . _ . .2:55 ... _ . _. '. -_ 3 3 _.., ; _. ' 12 - - VI✓ 13A-4ocs 0.143 s 4.00 2.55 45 45 180 - -.:.'..8 115 - 1A-c1om 1.270 s 35.56 34.77 0 0 0 0 I�---GD 11 DO 0.390 s 0.00 0.00 0 0 0 0 13A-4ocs 0.143 w 4A0 _ 2.55 -__0 6 - 0 0 '- 1Aclom 1.270 w 0.00 0.00 0 0 0 0 1.270 w. 000. 0.00,:,'0 0 0 0 ����-1A-clom -- IA-.c16m _. ,'1.270._'w. _ .__0.00 ._.._0.00 = 0 0 0 0 13A-4ocs 0.143 nw 4.00 255 0 0 0 0 1Aclom 1.270 nw 35.56 70.43 0 0 0 0 1Aclom -- 0.00 0.00 0 0 0 0 P 12C-Osw -- - - _1.270 _A,091 _nw ;':. 0.00 _. .::: _ 0.00 .: -. 0 _ . _. 0 - . __.. _0- - C 16B-30ad 0.032 - 1.66 25 25 22 42 _ F ..:' _ ., '22A-tpl :% _. 0.989 - _.:r_. __0.90. _. 27:69 -.. _ _ 0.00 < 25 .. - _ __ ._. 5 _ . ... _148 _.T. 6 c)AED excursion 1-9 Envelope loss/gain 362 155 12 a) Infiltration 78 21 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 440 176 Less e:Qemal load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 440 176 15 Duct loads 19% 460% 85 81 Total room load 525 257 Air required (cfm) 22 13 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. 41- wrightsaft- RightSuite® Universal 2013 13.0.01 RSU08101 2014-Jan-23 1 t Page 7 ... s\Documents%Wrightsoft HVAC\REETZ RESIDENCE.rup Calc = MJ8 Front Doorfaces: N • FLE3 Talk. QUA-LITY TRUSS FART cq.Af 4Tt-SIX40 Ntt rlxt Ct.%=-V Yx.vn k'U,N,WA.N 0 3306-1 NAME AN—D City / 'County / SLJILD=pR: P-€11=1— Elevation: FLORIDA QUALITY TRUSS 363S PARK CENTRAL BLVD. NORTH POMPANO BEACH FL, 33064 E MA(L : FLQT@a BELLSOUTH.NET +Z4n C /1 ZT / ` "% 1-k6 Cil .- � cL s-Toln IILOM-11N Lot / Block . Job # ` LO fc ert 3w =t c "_=; ac:•� E is =e`er on the h�"s b Asi a a �. Flodd-a k9di g �s�=? a s wear `�3� _x ivfr'= prz gda xY`D vm= mad ."e.�s`e e...� as �� " '� =, y 3 F es_ �a . AESs...EV�_ %�z ^-- �sOND b 109ti� c 9 • d Vi v3� �3L �Z. I�"pp�� ce S.Lm � � $ �s���✓) 'E.:.3, !Top DEkD ic' p ap DaaD AD =s�zpe+at����.�i=�� --".��il' i u ��LE\LP s ° 1.3�v //�-J� ti/ —�—�_�-=�=�.:�5 °u �v._�. _.(tt< <31 A-�'P-[_v - i cs sre �'-:�`w.�� =� 3_v E 1<< ai= _t A. YEKF.,L, KAVAS OOL!_;, P.E. FL. REG. H-413TO 6500 W. RODGERS CIRCLE 8000 BOCA RATON, FL 33487 FEB n 5 201� 0IN KAVAS017 "*,"i No 1310 �E�1 ,V.: - nes i0 N P`�t 0. - f T� Is Mo. T P1 Iss LD. _.Irluss No. S U, -42 12Z 1, SP2. 123- OA. 124. A 125. 126. 47. 87. 127. 88. .89. .121 50 90. $30. 170. 2. 52- 9z 132- 1172- 93. 1:38. 173. T35. 136- -17. 1 r 18- _M 178= 9- M. 60. A .'i at Pat 1R. L 142. I 9A I 16A. L-W i. 25 65. -47. 28. 11-48. 3 ems_ 149. 5 F 1 aq. -30- 7 32. 72. 112. SO 10 3 7A 114� 1 15A f-94 35. 5- g Ito. JAK] 36- 76. Fes. F156. 37. -57 11.({ 38. a TR_ if I a 30 120. V_ All 41310 lz DD z 0 AL 'leg Florida Quality Truss Main Office: Alt.Ph: - Fax: —Customer Information: Name: Contact: RUBIN CUSTOM HOMES Fill in later Address: City, State, Zip: Engineering -List Job #: 14HS020 Date: 2/5/2014 Project Information: Fhf� me: EETZ RESIDENCE Address: 2009 LAUREL OAK LANE City, State, Zip: PALM CITY, " Region:' St Lucie Salesman: Notes: Loading: TC BC Fill in later Designer: LL 0 0 JERRY FUSCI DL 0 0 Eneineerine List Seq. Qty Span Description Truss Slope OH - L CANT-L STUB-L Height Num. TC/BC OH - R CANT-R STUB-R 1 1 14-04-00 Al 5.75 0.00 01-00-00 00-00-00 00-00-00 00-00-00 0 lbs. each 2,4 / 2,4 01-00-00 00-00-00 00-00-00 2 1 14-04-00 A2 5.75 0.00 01-00-00 00-00-00 00-00-00 00-00-00 0 lbs. each 2x4 / 2x4 01-00-00 00-00-00 00-00-00 3 1 14-04-00 A3G 5.75 0.00 01-00-00 00-00-00 00-00-00 00-00-00 o lbs. each 2x4 / 2x4 01-00-00 00-00-00 00-00-00 .4 1 14-05-00 B1 5.75 0.00 01-00-00 00-00-00 00-00-00 00-00-00 0 lbs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 5 5 14-05-00 B2 5.75 0.00 01-00-00 00-00-00 00-00-00 00-00-00 0 lbs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 6 1 13-02-07 B3 5.75 0.00 01-00-00 00-00-00 00-00-00 00-00-00 0 lbs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 7 1 12-02-08 B4G 4.96 0.00 01-00-00 00-02-00 00-00-00 00-00-00 0 lbs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 8 3 05-00-00 EJ5 5.75 0.00 01-00-00 00-00-00 00-00-00 00-00-00 o lbs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 9 2 02-06-00 EJ2 10.40 0.00 01-00-00 00-00-00 00-00-00 00-00-00 0 lbs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 10 4 03-00-01 CJ3 5.75 0.00 01-00-00 00-00-00 00-00-00 00-00-00 o lbs. each 2X4 / 2X4 00-00-00 00-00-00 00-00-00 11 4 01-00-01 CA 5.75 0.00 01-00-00 00-00-00 00-00-00 00-00-00 0 lbs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 12 2 02-06-01 J3 � 7.02 0.00 01-00-00 00-00-00 00-00-00 00-00-00 0 lbs. each 2X4 / 2X4 00-00-00 00-00-00 00-00-00 13 2 00-10-00 J2 7.02 0.00 01-00-00 00-00-00 00-00-00 00-00-00 o lbs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 14 2 00-08-02 J1 10.40 0.00 01-00-00 00-00-00 00-00-00 00-00-00 o lbs. each 2X4 / 2x4 00-00-00 00-00-00 00-00-00 Page 1 of 2 Engineering List Seq. City Span Description Truss Slope OH - L CANT-L STUB-L Height Num. TC/BC OH - R CANT-R STUB-R • 15 2 07-00-02 HJ5 4.01 0.00 01-05-00 00-00-00 00-00-00 00-00-00 o Ibs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 16 2 03-06-13 HJ3 1 7.01 0.00 01-00-00 00-00-00 00-00-00 00-00-00 0 Ibs, each r�,Z 2x4 / 2x4 00-00-00 1 00-00-00 1 00-00-00 Trusses: 34.00 Page 2 of 2 Top chord 2x4 SP #2 N-13B Bot chord 2x4 SP #2 N-13B Webs 2x4 SP #3-13B Bottom chord checked for 10.00 psf non -concurrent live load. T � - 1' -'I R=742# U=265# RL=169/-169# W=8" (Rigid Surface) 7'2" 14'4" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 160 mph wind, 15.15 ft mean hgt. ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT ll, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS With additional C&C member design. Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50. T2" �-1'-� R=742# U=265# W=8" (Rigid Surface) DESC. = Al SEQ = 653586 PLT. TYP: WAVE QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.3750 . "�rii�MA r t�C7t�LITi' j �USS n�JD�EppSIIpGNNCirr=F13C2010RESrrPR007FT/RT-20%(0%)/0(0) TRUSSES REQUIRE EXTREME CARE IN FABRICATING REFEFtiO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BYTPI (TRUSS PLATE INSTITUTEINSTALLINGAND • 218 NORTH LEE STR., SURE 31Z ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H/SS/K) ASTM A653 GRADE 40160 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z ANY INSPECTION OF PLATES FOLLOWED BY(I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIIGNSHOWN.NTHE ER PUITABILITYAND USE 2 OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITYOFTHE . TC LL 20.Opsf TC DL 15.0 sf p BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf REF DATE 02-05-2014 DRWG JF O/A LEN. 140400 Tr. L: (954) 97S-3384' PAX:(954)976-6980. 3120 N.W. 16th TERRACE PONIPAN01*EACI3,FL43064 DUR.FAC. 1.25 JOB #: 14HS020 SPACING 24.0" ITYPE CONIN IOU:( I4 r3JULU) - I L RCOIVCIV m HG I HIS UWG. PKEI'AKEU BY I HE ALPINE JOB DESIGNER PHOGHAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SIP 92 N-13B 160 mph wind, 15.12 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT It, EXP C, Sot chord 2x4 SP #2 N-13B wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Webs 2x4 SP#3-1313 Bottom chord checked for 10.00 psf non -concurrent Live load. Wind loads and reactions based on MW FRS with additional C&C member design. �. Deflection meets U360 live and L/240 total load. Creep increase factor for dead load Is 1.50. ch 90 ce) I— 1' `� R=742# U=261# RL=167/-167# W=8" (Rigid Surface) 7' _ I v l 7• I I I AYP/R 1 14'4" �- 1' R=742# U=261# W=8" (Rigid Surface) DESC. = A2 SEQ = 653585 PLT. TYP: WAVE QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.3750 ryDyEpS13NNCRQR=F8C2010RESITP42007FT/RT-20%(0%)10(0) I RUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING REFER 7I0 BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BYTPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SURE 312. ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 63DO ENTERPRISE TC LL 20.Opsf REF DATE 02-05-2014 LN, MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OFTHIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, TC DL 15.0 psf BC DL 1 0.0 $f p ORM At1 DRWG QUALITY TRUSS THIS DESIGN; ANYARACING ILURE INC., SHALL NOT BE RESONSIBLE FOR ANYRUSS IN ATION TO BUILD THEDESIGN O.Opsf CONFORMANCE WTH TPP OR FABRICATING, ANIDLING, SHIPPING, INSTALLING & BFROM OF TRUSSES. CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. ALPINE CONNECTOR PLATES EACH FACE OF TRUSS AND, UNLESE OF 201IW16GA S OTHERWISE LOCATED ON THIS DES DESIGN, POSIT ON PER DRAWINGS GALV. STEEL. APPLY PLATES ANY BC LL TOT.LD. 45.Opsf JF �'•�`- ( O/A LEN. 140400 ,rr.l,3 (954) 97S-3384 DUR.FAC. 1.25 JOB #:14HS020 PA.X-.(954)978-8980 INSPECTION OF PLATES FOLLOWED BY(1) SHALL BEPER ANNEX A3OFTPl1-2002SEC. 3.ASEAL ONTHIS 3120 N. V., l6thtA II, FL 10 POMPAlVOIIcA.CIi�BL530G4 COMPONENT DES GN SHOWN. THE SU TABIL TYAND USE OF THIS COMPONENT FOR ANY BUILWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 3BILITY SOLELYFOR THE DING IS THE ESPONS BTLRTSOSF THE SPACING 24.0" r SPEC BUILDING DESIGNER PER ANSVTPIISEC. 2. TYPE 100:(74KJULU) KCC 14 KCJIUCNL,= / H3U Top chord 2x4 SP #2 N-13B Bot chord 2x4 SP #2 N-13B Webs 2x4 SP#3-13B 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere In roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. 5' I- 1' -- R=1253# U=462# W=8" (Rigid Surface) 4'4" 14'4" THIS DWG, PREPARED BYTHE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Special loads --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 73 plf at -1.00 to 73 plf at 5.00 TC-From 37 plf at 5.00 to 37 plf at .3333 TC- From 73 plf at 9.33 to 73 pit at 15.33 B BC- From 10 plf at 5.05 to 10 pit at 9.29C- From 20 plf at 0.00 to 20 plf at 5.05 SC- From 20 plf at 9.29 to 20 plf at 14.33 TC- 263.68 lb Conc. Load at 5.05, 9.29 TC- 154.92 Ib Conc. Load at 7.24 BC- 225.52 lb Conc. Load at 5.05, 9.29 BC- 94.02 lb Conc. Load at 7.24 IV 1' R=1256# U=463# W=8" (Rigid Surface) h M N Ce) I DESC. = A3G SEQ = 653592 PLT. TYP: WAVE DES CRrr-F6C2010RE51TPF2007FT/RT-20%(0%)/0(0) QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.3750 \ ppION TRUSS TREMECARE FABRICATING, HANDLING, SHIPPING, INSTALLI REFET2l70$CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BYTPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 31Z ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA)AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,H/SS/K) ASTM A653 GRADE 40160 (W,K/H,SS) GALV, STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z ANY INSPECTION OF PLATES FOLLOWED BY(I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A S EAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESI NS OWNNERE SUIITANSLITPI1SECS2 OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE TC LL 20.Opsf TC DL 15.Opsf BC DL 1 O OSf . P BC LL O.Opsf TOT.LD. 45.Opsf REF DATE 02-05-2014 FLORID:4 rT� QUALITY • RUSS DRWG JF O/A LEN. 140400 r TM-, (954)'47$=3384 FAX.,(954)978-8980 .3120 N.W 16th TERRACE 3'OMPAN0 L°EAC11, FL13706d DUR.FAC. 1.25 JOB #: 14HS020 SPACING 24.0" TYPE HIPS D:(14KJULU) Ktt 1 L KtJ1UGNut Its] Top chord 2x4 SP #2 N-13B :T2 2x4 SP #1 Dense-13B: Bot chord 2x4 SP #2 N-13B Webs 2x4 SP#3-13B Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. =2: 4-1/8- 14'5" f — 1' -' R=756# U=195# RL=320/-90# W=8" (Rigid Surface) THIS DWG. PREPARED BYTHE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 166 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MW FRS with additional C&C member design. Right end vertical not exposed to wind pressure, p III9YA (V CD ti R=662# U=303# DESC. = B1 SEQ = 653595 PLT.TYP: WAVE QTY= 1 TOTAL= 1 REV. 12.03.03.0225.14 SCALE=0.3750 �+ ,��,a� • FLORIDA QUALITY TRUSS �yDyi0EpSDNN�CRIr-FBC2010RESrrPF2007FTIRT-20%(0%)/0(0) TRU SES EQUIRS EXTREME CARE IN FABRICATING, HANDLING,SHIPPING, INSTALLING AND BRACING. REFER ECSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BYTPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STIR., SURE 31Z ALEXANDRIA. VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, MADISON, WI 63719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLYATTACHED RIGID CEILING. IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY TO BUILD THERUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & FAILURE BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GLV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGNSHOWN.NHESUITABILITYANDUS2OFTHISCOMPONENTFORANYBUILDINGISTHERESPONSIBILITYOFTHEI TC LL 20.Opsf TC DL 15.Opsf OSf . BC DL 1 O P BC LL 0.0psf TOT.LD. 45.Opsf REF DATE 02-05-2014 DRW G JF O/A LEN. 140500 TEt: (954).975-3384 . FAX- (954) 978-8980 3120 N.W. 16th TERRACE POIl3P.%IYOtiEACH2IZ:!33064 DUR.FAC. 1.25 JOB #: 14HS020 SPACING 24.0" TYPE MONO U:t 14 0.4u) RCCIL mmolumjVu 1 04 Top chord 2x4 SP SS-13B :T2 2x4 SP #1 Dense-138: Bot chord 2x4 SP #1 Dense-13B :B3 2x4 SP #2 N-139: Webs 2x4 SP #3-13B Calculated horizontal deflection is 0.11" due to live load and 0.22" due to dead load. (a) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. 14'5" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MW FRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psi non -concurrent live load. Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50. III9YA N 2 —� aj 107 1,2„ M� R=756# U=195# RL=320/-90# W=8" (Rigid Surface) DESC. = B2 PLT. TYP.-WAVE FLORiDA QUAI:TTY TRUSS .TEL; (954)'975=3384 'PAX: (9541978-8980 3120 N.W. 16th TERRACE PONiPANO DEACH,'FL,33064 DES13N CRR"FBC2010RESrrM007 FT1RT"20%(0%)/0(0) QTY= 5 TOTAL= 5 FTO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, )RTH LEE STR, SURE 312. ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE \DISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE iTED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A °RLYATTACHED RIGID CEILING. )RTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, HALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN ORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN JRMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR :S ARE MADE OF 20/1a(16GA (W,WSSIK) ASTM A653 GRADE 40/60 (W.K/H,SS) GALV. STEEL. APPLY PLATES TO FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z ANY CTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT N SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIJILITY OF THE , ING DERICNFR_ PFR ANCI?PI 1 CFr: 7 R=662# U=303# REV. 12.03.03.0225.14 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 653636 SCALE=0.3750 REF DATE 02-05-2014 DRWG JF O/A LEN. 140500 JOB #: 14HS020 TYPE MONO JOD:(14t15ULU) Ktt 14 Kt:NUtNUt / bJ Top chord 2x4 SP #1 Dense-13B :T2 2x4 SP #2 N-13B: Bot chord 2x4 SP #1 Dense-13B :B3 2x4 SP #2 N-13B: Webs 2x4 SP#3-13B Calculated horizontal deflection is 0.10" due to live load and 0.20" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. 3, THIS DWG. PREPARED BYTHE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C. wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MW FRS with additional C&C member design. Right end vertical not exposed to wind pressure. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. III9Xd 13'2-7/16" 1' �— 2' —�e 8'9-1/4" 1'9-3/16" � R=699# U=181# RL=294/-84# W=8" (Rigid Surface) DESC. = B3 PLT. TYP: WAVE T � AF-�LOR�IODAfT ��+�+ QVl"i.l.il i TRUSS T=- : (954) 975-3384. . . 3?AX: (954) 9.78-8980 3120N. V.ldthTERRACE POMPANO BP'ACR, FL.33064 DESIDN CRR=FB02010RESNP42007 FT/RT-20%(0%)t 0(0) QTY= 1 TOTAL= 1 REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SURE 31Z ALEXANDRIA, VA. 22314) AND WiCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLYATTACHED RIGID CEILING. 'IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H/SSM) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OFTRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-20D2 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE jRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE wi w Hair_ nceir_nico oeo nuc"rm . ccr o R=605# U=277# REV. 12.03.03.0225.14 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 653655 SCALE=0.3750 REF DATE 02-05-2014 DRWG JF O/A LEN. 130207 JOB #: 14HS020 TYPE MONO IOD:t I4HJOLU) r1=I L KCJIUCNut_ r 64U Top chord 2x4 SP #2 N-13B Bot chord 2x4 SP #2 N-13B Webs 2x4 SP#3-13B 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TO DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Left cantilever is eposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. T 5'3-5/8" 2'0-3/4" I HIS UVV(9. HKtF'AKtU t3Y I Ht ALHINt JOB Ut51UNtK I'KUUKAM t-KUM I KU96 Mh K'S LAYUU I Special loads -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 72 pit at -1.00 to 72 plf at 1.39 TC- From 36 plf at 1.39 to 36 plf at 5.30 TC- From 36 plf at 5.30 to 36 plf at 7.36 TC- From 36 plf at 7.36 to 36 plf at 12.21 BC- From 10 plf at 0.00 to 10 plf at 12.21 TC--14.96 lb Conc. Load at 1.39,11.28 TC- 6B.45 lb Conc. Load at 3.76, 8.91 TC- 175.83 lb Conc. Load at 5.35, 7.31 BC- 6.86 lb Conc. Load at 1.39,11.28 BC- 44.04 lb Conc. Load at 3.76, 8.91 BC- 109.73 lb Conc. Load at 5.35, 7.31 410-1/8" -I ��f 12'0-1/2" _ I �- 1' 12'2-1/2" R=786# U=430# W=11-5/16" (Rigid Surface) DESC. = B4G PLT. TYP: WAVE DeSrN ELORMA. QUALITY TRUSS TEL: (954).97$-3384 . PAX: (954) 978-8980 3120 N.W. 16th TERRACE .POIS11'ANO B'EAr-n; r-L zo64 QTY= 1 TOTAL= 1 NORTH LEE STR., SURE 31Z AL EXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE ICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A )PERLY ATTACHED RIGID CEILING. PORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN WORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN JFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. ALPINE CONNECTOR TES ARE MADE OF 20118116GA (W,WSSAO ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO ;H FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OX7- ANY PECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS (WING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT ;IGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE r nimr: ngniariFP Pro ANCl/TPI 1 nrr i i0 N 6T R=681# U=369# W=7-13/16" (Rigid Surface) REV. 12.03.03.0225.14 SEQ = 653670 SCALE=0.5000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.0psf 10.Opsf O.Opsf 45.OpSf REF DATE 02-05-2014 DRWG JF O/A LEN. 120208 DUR.FAC. 1.25 JOB #: 14HS020 SPACING 24.0" -TYPE CGMN IOD:(I4FIJULU) Kitt 1 L KtJIUtNL t:1 two Top chord 2X4 SP #2 N-13B Bot chord 2A SP #2 N-13B Bottom chord checked for 10.00 psf non -concurrent live load. f — 1, + 51 R=323# U=92# RL=124/-46# W=8" (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 160 mph wind, 15.00 it mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 it from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MW FRS with additional C&C member design. Deflection meets U360 live and L/240 total load. Creep increase factor for dead load Is 1.50. % R=155# U=87# NAILED R=94# U=13# NAILED DESC. = EJ5 SEQ = 653584 PLT. TYP: WAVE QTY= 3 TOTAL= 3 REV. 12.03.03.0225.14 SCALE=1.0000 •gym: ��� `o, • �y70 BCDyEgSIGNN�CRrrreFBC2010RESRP42007FTIRT-20%(0%y0(0) TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLIN ANDBRACING. REFER SI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BYTPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR, SURE 31Z ALEXANDRIA, VA. 22314) AND WiCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, RUSS IN CONFORMANCE WITH TPI; OR FABRICATING, ATION ANINC., SHALL NOT BE RESPONSIBLE FOR ANYDEVIDLING, SHIPPING, INSTALLING 8 FAILURE BRACING OF FROM THIS DESIGN; ANY TOTRUSSES UILD THETDESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA)AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18116GA (W.H/SSIK) ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 0 BUILDING DESIGNER PER ANSVTPI 1 SEC. 2. TC LL 20.Opsf TC DL 15.0 $f BC DL 1 0.O sf p BC LL O.Opsf TOT.LD. 45.Opsf REF DATE 02-OS-2014 ELORMA QUALITY TRUSS DRWG JF O/A LEN. 5 x .. Tf.11(9.54) 973�3354 FIX:.(954)978-8960- 3120 N.W;.16th TERRACE :fOltiPANOBEACH�FL%1UG4 DUR.FAC. 1.25 JOB #: 14HS020 SPACING 24.0" TYPE EJACK D:(141'10ULU) KCC IL KCJIUCINUC. / CJZ THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2A SP #2 N-138 160 mph wind, 15.00 R mean hgt, ASCE 7-10, CLOSED bldg. Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 Bot chord 2x4 SP 92 N-13B psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psi non -concurrent live load. Wind loads and reactions based on MW FRS with additional C&C member design. Deflection meets U360 live and 1-/240 total load. Creep increase factor for dead load is 1.50. I 4-7/8' DESC. = EJ2 PLT. TYP: WAVE �-- 1, +e 2,6" FLORIDA QUAI:ITY TRUSS TEY: (954) 975-3384 PAX:'(954) 97.8-8980 3120'N.W. 16th TEPaIACE .V0MP r40,DEAC11, FL,33064 R=234# U=35# RL=129/-86# W=8" (Rigid Surface) DESIGN CRIr-FBC2010RESrrPI2007 FTIRT-20%(0%u 0(0) R=73# U=62# NAILED (O co R=44# U=5# NAILED QTY= 2 TOTAL= 2 REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BYTPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SURE 31Z ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18116GA (W,H/SS/K) ASTM A653 GRADE 40160 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OFTRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITYAND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE REV. 12.03.03.0225.14 SEQ = 653657 SCALE=1.0000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 02-05-2014 DRWG JF O/A LEN. 20600 DUR.FAC. 1.25 JOB #: 14HS020 SPACING 24.0" TYPE JACK JCD:(14KJUZU) Ktttt Kt51UtNUt/GJd Top chord 2X4 SP #2 N-13B Bot chord 2X4 SP #2 N-13B Bottom chord checked for 10.00 psf non -concurrent live load. Y 4-1/8- f 1' TO-1 /16" R=237# U=72# RL=82/-37# W=8" (Rigid Surface) THIS DWG, PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MW FRS with additional C&C member design. Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50. f R=84# U=48# NAILED R=53# U=6# NAILED DESC. = CJ3 SEQ = 653583 PLT. TYP: WAVE QTY= 4 TOTAL= 4 REV. 12.03.03.0225.14 SCALE=1.0000 �DyEpSIIGNN�CRQR=FBC2010RESNPt2007FT/RT-20%(0%)/0(0) EFER 7N B" HANDLING. SHIPPING, INSTALLING AND BRACING. R O CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBTRUSSES REQUIRE EXTREME CARE IN FABRICA LISHED BYPI (TRUSS PLATE INSTITUTE, AND WFOR (WOOD TRUSS COUNCIL OF L E S OTH 300 ENTERPRISE 218 NORTH LEE STR.1SU RE 312, SAFETY VA. PRIOR PRACTICES LN, MAOISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLYATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, RUSS IN CONFORMANCE WITH TPI: INC., SHALL NOT BE P OR FABRICATING, ANONSIBLE FOR ANY IDLING, SHIPPING, INSTALLING 8 BRACING O FTRUSSES ATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TDESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18116GA (W,HISSM) ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSVTPI 1 SEC. 2. TC LL 20.Opsf TC DL 1 5,0p Sf BC DL 0.0Pr1Sf BC LL O.Opsf TOT.LD. 45.0 psf REF DATE 02-05-2014 F]LC}RmA .�..t�• QUA7 Il i TRUSS DRW G JF �- O/A LEN. 30001 TEL: (954) 97573384 PAX: (954)1478-8980 3120 N.W. 16th TERRACE PONIP,UITO +EA.C11,'FL.33064 DUR.FAC. 1.25 JOB #: 14H S020 SPACING 24.0" TYPE JACK iD:t 14KJULU) KCC I L KCJIUMNL t-- / 4J7 Top chord 2x4 SP #2 N-13B Bat chord 2x4 SP #2 N-13B Bottom chord checked for 10.00 psf non -concurrent live load. T 4� DESC.= CJ1 PLT. TYP.-WAVE R=-13# Rw=24# U=30# NAILED 1,, =2M(A1) �-- 1, D 1 a TO-1 /16" --� FL.OPMA QUALITY TRUSS k TIEL: (954):975-3384 :FAX: (9254).9794980 3120 NAV. 16tt1 TEIUL'kCE POM1:1tY0 1DEACA, FL,33064 TT A R=183# Rw=186# U=74# RL=41/-28# W=8" (Rigid Surface) R=9/-3# Rw=17# U=12# NAILED DESIGN CRR-FBC2010RES17P�2007 FT/RT-20%(0%)1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 160 mph wind, 15.00 ft mean hgt, ASCE 7-10. CLOSED bidg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, Wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MW FRS with additional C&C member design. Deflection meets U360 live and L1240 total load. Creep increase factor for dead load is 1.50. f QTY= 4 TOTAL= 4 :8AT0BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BYTPI (TRUSS PLATE INSTITUTE, NORTH LEE STR., SURE 312. ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE ICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A )PERLY ATTACHED RIGID CEILING. IPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, ., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN 4FORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OFTRUSSES. DESIGN 4FORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI, ALPINE CONNECTOR .TES ARE MADE OF 20/18116GA (W,H/SSM) ASTM A653 GRADE 40160 (W.KIH,SS) GALV. STEEL APPLY PLATES TO :H FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-7- ANY PECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS 1W ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT ;IGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 6 REV. 12.03.03.0225.14 SEQ = 653582 SCALE=1.0000 TC ILL TC DL BC DL BC LL TOT.LD. 20.OpSf 15.OpSf 1 O.OPSf O.OPSf 45.OpSf REF DATE 02-05-2014 DRWG JF O/A LEN. 10001 DURYAC. 1.25 JOB #: 14HS020 SPACING 24.0" TYPE JACK IDD:( 19r1JVLV) KCC 1 L KC.JIUCINU=/ JJ 1 KIJ UM3. YKCYAKCU by I KC ALYIINC JUM UC6IL3IYCK YKUUrVMVI rKUTA 1 KUSJ M -M J LATUU I Top chord 2x4 SP #2 N-13B 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXIG C, wind TC DL=5.0 Bot chord 2x4 SP #2 N-13B psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psi non -concurrent live load. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50. �] B ,• R=68# U=46# NAILED 1' ®}� 2'6-1/16" R=221# U=59# RL=88/-43# W=8" (Rigid Surface) R=44# U=3# NAILED DESC. = J3 PLT. TYP: WAVE DESIGN CRR=FBC2010RESrrPF2007FT/RT-20%(0%)/0(0) QTY= 2 TOTAL= 2 '�- KCtCK I U UUSI kbUILUINU UUMYUNCN I JA L I T INrUKMA I IUN), VUbLIJNCU CT I rI ( I KUJJ VL I C INS I I I U I C. 218 NORTH LEE STIR., SURE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 5300 ENTERPRISE LN. MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A ��aa PROPERLY ATTACHED RIGID CEILING. F'v�A "IMPORTANT" FURNISH COPY OFTHIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, 1T'Y TRUSS FAILURE INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY TO BUILD THERUSS IN QUA CONFORMANCECE WITH TPI; OR FABRICATING, ANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BYAF&PA) AND TPI. ALPINE CONNECTOR TICL (954).97§-33.84 PLATES ARE MADE OF 20/18/16GA (WH/SS/K) ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z ANY -PAX:. (954) 978-B9S0 INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS 3120 N.W 16th TERRACE DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT POli1PAN0 1fEACli; #t.;3064 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE i BUILDING DESIGNER PER ANSlfiPI 1 SEC. 2. REV. 12.03.03.0225.14 SEQ = 653658 SCALE=1.0000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf 0.0psf 45.Opsf REF DATE 02-05-2014 DRWG JF O/A LEN. 20601 DUR.FAC. 1.25 JOB #: 14HS020 SPACING 24.0" TYPE JACK J0D:(14NbULU) Mitt I L HtJIUtNUt / JL Top chord 2A SP #2 N-13B Bot chord 2A SP #2 N-13B Bottom chord checked for 10.00 psf non -concurrent live load. 9Xd/R1 1 T 5-3/8" 1 DESC. = J2 PLT. TYP.-WAVE DESIGN l'LORMA QU+`A.s_= TRUSS .TELi (954):9.73-3354.' TAX: (954) 97S-8960 .31201T.:Q -16th'TERRACE TOMPAZVO BZAC1i, FI:ZS064 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MW FRS with additional C&C member design. Deflection meets U360 live and L1240 total load. Creep increase factor for dead load is 1.50. R=-33# Rw=31# U=51# NAILED R=193# Rw=201# U=72# RL=45/-33# W=8" (Rigid Surface) R=7/-6# Rw=13# U=12# NAILED QTY= 2 TOTAL= 2 :ER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, NORTH LEE STR., SURE 31Z ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE ICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A )PERLY ATTACHED RIGID CEILING. IPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, ., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN JFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN JFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. ALPINE CONNECTOR ,TES ARE MADE OF 20118116GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO 'H FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z ANY PECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS \WING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT AGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIRLITY OF THE REV. 12.03.03.0225.14 SEQ = 653659 SCALE=1.0000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 02-05-2014 DRWG JF O/A LEN. 1000 DUR.FAC. 1.25 JOB #: 14HS020 SPACING 24.0" TYPE JACK FJUU:( 141lJULU/ RCCIL RCJIVCIV I.C/ J I chord 2x4 SP #2 N-138 chord 2x4 SP #2 N-13B Bottom chord checked for 10.00 psf non -concurrent live load. c7VA(M 41 DESC. = J1 PLT. TYP: WAVE R=-59# Rw=46# U=97# NAILED �----- 1' D 1 a— 8-1/8" —a 'FLORIDA QUALITYTR-USS .'I r-L: (954):97g-3384 FAX:. (954) 978-8950 3120N.W 16thTERItACE PObSPAN0 DXACIi; FL 30" fi R=220# Rw=268# U=81# RL=60/-58# W=8" (Rigid Surface) R=-14# Rw=15# U=24# NAILED DESIDN CRrr-FBC2010REWTPF2007 FT/RT=20%(0%)/ 0(0) QTY= 2 TOTAL= 2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, vdnd BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MW FRS with additional C&C member design. a` ! Deflection meets U360 live and L1240 total load. Creep increase factor for dead load is 1.50. k t� -ER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BYTPI (TRUSS PLATE INSTITUTE, NORTH LEE STR., SURE 31Z ALEXANDRIA, VA. 22314) AND WrCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE ICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A )PERLYATTACHED RIGID CEILING. IPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, ., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN 4FORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN JFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR .TES ARE MADE OF 20118116GA (W,H/SSM) ASTM A653 GRADE 40160 (W,K(H,SS) GALV. STEEL APPLY PLATES TO :H FACE OFTRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z ANY PECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS \WING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT PGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSI821TY OF THE 0 REV. 12.03.03.0225.14 - SEQ = 653656 SCALE=1.0000 TC ILL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 02-05-2014 DRWG JF O/A LEN. 802 DLIR.FAC. 1.25 JOB #: 14HS020 SPACING 24.0" TYPE JACK �D:(14HSUZU) Mtt IL RtSIUtNGt / HJ5 Top chord 2x4 SP #2 N-13B Bot chord 2x4 SP #2 N-13B 160 mph vrind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. DESC.= HJ5 PLT. TYP: WAVE FLORIODA .QUAXXrY. TRUSS i T'ai (95d).9794384 FAX..(954) 978-8980 3120 MAV.,16th TERRIACE POMPANO BEACH,'FL;33066 1'5" DTQ TO-1/8" R=307# U=131# W=10-9/16" (Rigid Surface) DESIGN CRIr�FBC20IOREWPL2007 QTY= 2 TOTAL= 2 THIS DWG. PREPARED BYTHE ALPINEJOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Special loads —(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.41 to 72 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 7.01 yr' BC- From 2 pif at 0.00 to 2 plf at 7.01 p TC--7.75 lb Conc. Load at 1.42 e TC- 168.63 lb Conc. Load at 4.25 BC- 18.92 lb Conc. Load at 1.42 BC- 106.52 lb Conc. Load at 4.25 Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50. ER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BYTPI (TRUSS PLATE INSTITUTE, NORTH LEE STR., SURE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 63DO ENTERPRISE MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE GATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A 1PERLY ATTACHED RIGID CEILING. PORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN 1FORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN (FORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR TES ARE MADE OF 20118/16GA (W,H/SSIK)ASTM A653 GRADE 40/60 (W.K/H,SS) GALV. STEEL APPLY PLATES TO ;H FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z ANY SECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-20D2 SEC. 3. A SEAL ON THIS .WING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT ;IGN SHOWN. THE SUITABILITYAND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE DING DESIGNER. PER ANSI/TPI 1 SEC_ 2. R=109# U=50# NAILED 00 CV � (M R=132# U=14# NAILED REV. 12.03.03.0225.14 SEQ = 653587 SCALE=0.7500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 02.05-2014 DRWG JF O/A LEN. 70002 DUR.FAC. 1.25 JOB #: 14HS020 SPACING 24.0" TYPE HIP JA( 1):(141,16ULU) MLL 14 KtSIULNUL / HJ3 Top chord 2x4 SP #2 N-13B Bot chord 2x4 SP #2 N-13B 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50. T 4-15/16" DESC. = HJ3 PLT. TYP: WAVE f`- 1' DT4 3'6-1 3/16" .���'�. ^ram �'..�...,E�•�. FI OItI�3A QUALITY TRUSS 'CIS: (9S4)'975L3384 'FAX:. (954) 978-8980 3120 N.W. 16thTE UTACE POAIP,%NO D14ACII, #L' ;3064 THIS DWG. PREPARED BYTHE ALPINE JOB [ Special loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 75 plf at -1.00 to 75 plf at 3.57 BC- From 20 plf at 0.00 to 20 plf at 3.57 TC- -29.19 lb Conc. Load at 1.04 BC- 0.44 lb Conc. Load at 1.04 Bottom chord checked for 10.00 psf non -concurrent live load. R=103# U=80# NAILED m LO CV R=244# U=203# W=11" R=66# NAILED (Rigid Surface) DESIGN CRIT-FSC2010RESRP12007 FT/RT-20%(0%)/0(0) QTY= 2 TOTAL= 2 REFER TOSCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SURE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, MADISON, WI 53718) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLYATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA)AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,HISS/K) ASTM A663 GRADE 40160 (W,K/H,SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16DA-Z ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE FROM TRUSS MFR'S LAYOUT REV. 12.03.03.0225.14 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 653661 SCALE=1.0000 REF DATE 02-05.2014 DRWG JF O/A LEN. 30613 JOB #: 14HS020 TYPE HIP JACK ANCHORAGE AND RESTRAINT OF LATERAL BRACING THIS IS A DANGEROUS CONDITION SHEATHING FIG. I COMPRESSION WEBS, TO PREVENT THIS 1 \ BEFORE AND AFTER FAILURE, ANCHO$ 1 II 1 II BUCKLING. I OR RESTRAIN THE LATERAL BRACING! II II II CONTINUOUS LATERAL BRACING I 1 1 (CLB) MAINTAINS SPACING, BUT USE METHOD IN ! / PERMITS LATERAL BUCKLING IN FIG. 2, 3A & O3B. OR OF ALL WEB ME3®ID29 AT ANOTHER STRUCTURALLY THE , A1IE TIME. SOUND METHOD SPECIFIED BY PROFESSIONAL BEARING FOR TRUSSES ENGINEER OR ARCHITECT. FIG. 2 ANCHORAGE BY BUILDING DESIGNER (OTHER ANCHORAGE PROVISIONS FOR OTHER TYPES OF WALLS). FIG. 3A EXAMPLE DIAGONAL BRACE RESTRAINT (p WITHIN THE UNIT (3A & 313) ANCHORAGE (BY BUILDING DESIGNER) INTO SOLID END API WALL — RESTRAINS LATERAL BRACING, THEREBY PREVENTING WEB BUCKLING. CLB CLB COMPRESSION WEB CEMG- DBR MAY TRAVERSE MORE THAN TWO TRUSSES, DEPENDING ON TRUSS HEIGHT. ['l`.IANf"iiIH. COMPRESSION WEB, SLOPING OR VERTU OR WEB NEEDING BRACING. THE DRAWING BELOW (FIG. 3B) SHOWS HOW TO RESTRAIN THE CONTINUOUS LATERAL BRACING (CLB —CM). WHEN ANCHORAGE IS NOT AVAILABLE AS SHOWN IN FIG. 2 THE DIAGONAL BRACE RESTRAINT (DBR —M) MEMBERS ARE 2X4'S, THE ENDS OF WHICH ARE ATTACHED TO TOP & BOTTOM CHORDS. THE DIAGONAL BRACE MAY BE ATTACHED. DIRECTLY TO THE CLB OR TO THE WEB OPPOSITE THE CLB. USE THE SAME NAILING SHOWN IN FIG. 3A. FIG. 3B 2X4 #3 OR STUD GRADE DER NAILED TO OPPOSITE SIDE OF WEB AND REPEATED AT APPROXIMATELY 20 FOOT INTERVALS TO RESIST LATERAL MOVEMENT. ATTACH TO WEBS WITH (2) 18d COMMON (0.182- X 3.5-MIN) NAILS. " WAZM10" I= AND r217DA ALL Nl7M ON 2M R71 7-- reQ,der e.lr.ma — In c brloatlng, h.edII.& .Wppb& 1vt ring mA brad". Rater to and fWlw REF BRACE RESTRAINT 1111T[W B= (Beflding C p—t 11at.! Intarmatim by M and V=Q for eafetr r.a.U— Dr1ar to p rfarming b:.. l;-1., .1t'--had water p b2b &::..b.CILB b"'far`hava a r"`''+�w*b° astannaa`°D °be°'d a' eta.'. � e B"kne B7. � this jobff '°��.1! a carreatrain! , m1�u= °ra"''°ta0id "ram DATE 1/1/09 DRWG BRCLBANCO109 •114MRr"ll" 702N= Corr Or 7E31 DliSIGi TO Dt9ld17ATIM CONVACToL Building Components Group Inc. INBuOdlng 0®pon®L 01.M me. (11111M) .b.2 ro1 I e bla far any donom ation hthl. da lM ang fallma t4 IwOd the true !n oonform m. vtlb TP{ er I.beMaky, handling, .Ltpplad, lnalani, r bracing of RfBCG oonneelar Yht" M made o1 ED/SD/160► (WAA/I) ANN AW,T geode 57/40/80 .taarl1nrrrn. u abo rt abw..ad m Jola! MtaDa. �M ib1. g norm D.[e 1n"eh dleatli .amlepllreunmel>ml�llmd p��V ��V rrPm�ILDtl7 V fez the trn� eampanmt d..tps .horn. 7ha . thl. !er sal4tllf! r pae al o®ponm! ang bn1HGg U fho rnpmdblDtr of the IIaOdha bo. L 11f` DCO' �ltrbag.00a; TPI' wlCL Eeeh City, MO 63045 �nr'tpla.Leom; mr'.Loladn.trr'oeng ICC: nrrloo.Neorg GENERAL NOTES Trussas are not marked in any way to identify the frequency or location of temporary lateral restraint and diagonal bracing. Follow the recommendations for handling, installing and temporary restraining and bracing of trusses. Refer to BCSI Guide to Good Practice for Handlina. Installing. Restraining && Bracing Metal Plate Connected Wood Trusses for more d tail d. fo ti NOTAS GENERALES Los trusses no estan marcados de ning6n modo que identifique la frecuenda o localizad6n de restriod6n lateral y arriostre diagonal temporales. Use las recomendadones de manejo, Instalad6n, restricci6n y arriostre temporal de IDS trusses. Vea el folleto BCSI Gu!a de Buena Practica para el Manejo. Instalaci6n. Restrio76n y Arriostre de los Trusses de Madera Conectados con Placas de Metal para informad6n mas detallada. e e to rma on. Los dibujos de diserio de los trusses pueden especificar las Truss Design Drawings may spedfy locations of localizadones de restricd6n lateral permanente o refuerzo permanent lateral restraint or reinforcement for en los m!embros individuales del truss. Vea la hoja individual miss members. Refer to the BCSI-Bd resumen BC5I-63 - Restriod6n/Ardostre Permanente de Summary Sheet - Permanent Restraint/Bracing Cuerdas y M!embros Secundari pat mas informad6n. of Chords & Web Members for more Information. El resto de los disenos de arriostres pernanentes son la All other permanent bracing design is the responsabilidad del Disefiador del Edifido. responsibility of the Building Designer. QThe consequences of improper handling, erect- ing, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. El resultado de un manejo, levantamiento, instalad6n, restricd6n y arrisotre !ncorrecto puede ser la caida de la estructura o a6n peor, heridos o muertos. QBanding and truss plates have sharp edges. Wear gloves when handling and safety glasses when cutting banding. Empaques y placas de metal tienen bordes afilados. Use guantes y lentes protectores cuando cone IDS empaques. HANDLING - MANEJO Q Avoid lateral bending. — Evite la flexl6n lateral. Use spedaI care in windy weather or near power lines and airports. Q The contractor is responsible for properly receiving, unloading and storing the trusses at the jobsite. El contratista tiene la responsabilidad de redbir, descargar y almacenar adecuada- mente IDS trusses en la obra. QIf trusses are to be stored horizontally, place blocking of sufficient height beneath the stack of trusses at 8' to 10' on center. For trusses stored for more than one week, cover bundles to prevent moisture gain but allow for ventilation. Refer to BCSI Guide to Good Practice for Handling. Installing, Restraining & Bradog of Metal Plate Connected Wood Trusses for more detailed information pertaining to handling and jobsite storage of trusses. Si IDS trusses estaran guardados horizon- talniente, ponga bloqueando de altura sufidente detras de la pila de IDS trusses. Para trusses guardados por mas de una semana, cubra IDS paquetes para prevenir aumento de humedad Pero permits venti- laci6n. Vea el folleto BCSI Gu!a dg Buena Practica paw el Manejo. Instalaci6n. Restricci6n y Ar- riostres de los Trusses de Madera Conectados con Placas de Metal pars information mas detailada sobre el manejo y almacenado de IDS trusses en area de trabajo. Utilice cuidado especial en dias ventosos o cerca de cables electr!cos o de aeropuertos. Spreader bar for truss Ilk ea��e Use proper rig- Use equipo aproplado ging and hoisting para levantar e equipment. improvisar. Do not store No almacene unbraced bundles verticalmente IDS upright trusses sueltos. ®Do not store on No almacene en uneven ground. Berra desigual. HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. QWarning! Don't overload the crane. iAdvertenda! iNo sobrecarga la gnia! Never use banding alone to lift a bundle. Do not lift a group of individually banded bundles. Nunca use s6lo IDS empaques para levantar un paquete. No levante un grupo de empaques individuales. A single lift point may be used for bundles with trusses up to 45. Pew Two lift points may be used for bundles with trusses up to 60. Use at least 3 lift points for bundles with trusses greater than 60'. Puede usar un solo lugar de levantar para paquetes de trusses hasta 45 pies. Puede usar dos puntos de levantar para paquetes mas de 60 pies. Use por to menos tres puntos de levantar para paquetes mas de 60 pies. QWarning! Do not over load supporting structure with truss bundle. iAdvertenda! No sobrecargue la estruch. apoyada con el paquete de trusses. Place truss bundles in stable position. Puse paquetes de trusses en una pos!d6 estable. INSTALLATION OF SINGLE TRUSSES BY HAND INSTALACION POR LA MANO DE TRUSSES INDIVIDUALES Trusses 20' Q Trusses 30' or or less, sup- ' \ less, support at r port at peak quarter points. Levante Levante de del pico IDS IDS cuartos trusses de de tramo los 20 pies o I.4 Trusses up to 20' -> I trusses de 30 I E Trusses up to 30' 4 menos. Trusses hasta 20 pies pies o menos. Trusses hasty 30 pies OISTING OF SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVIDUAI QHold each truss In position with the erection equipment until top chord temporary lateral restraii is Installed and the truss is fastened to the bearing points. Sostenga cada truss en posici6n con equipo de gr6a hasta que la restriccl6n lateral temporal de cuerda superior este instalado y el truss esta asegurado en los soportes. Q Warning! Using a single pick -point at the peak can damage the truss. iAdvertenda! 0 use de un solo lugar pars levantar en el pico puede hacer da"no at truss. HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES 60' or less RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES ..ad., be Toe -in Y Tie-in Spreader bar 12 to ` Taglne 213 truss length TRUSSES UP TO 60' TRUSSES HASIA 60 PIES Approx. 112 . Tagline truss length E TRUSSESUPT030' TRUSSES HASTA 30 PIES Attach Locate Spreader bar 100.0. above or sGnbark max. mid -height I., Spreader bar P/3 to Tagrina 34 buss length TRUSSES UP TO AND OVER 60' _Y TRUSSES HASIA Y SOBRE 60 PIES TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL Q, Refer to BCSI-132 Summaq Sheet - Truss Installation & Temporary Restraint/Bracing for more information. Vea el resumen BCSI B2 - Restricd6n/ Arriostre Temporal v Instalati6n de los Trusses para mas informacon. i 7f Locate ground braces for first truss directly in Ll line with all rows of top chord temporary lat- eral restraint (see table in the next column). Coloque IDS ariostres de tiera para el primer truss directamente en linea con cada una de las filas de restriod6n lateral temporal de la cuerda superior (vea la table en la pr6xima columna). ®Do not walk on unbraced trusses. 4 No camine en trusses sueltos. i Tempon straint Brace first truss t — securely before erection of additiol trusses. STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALLACION DE LOS TRUSSES 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal tracing (see below). S) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process on groups of four trusses until all trusses are set. 1) Instale IDS arriostres de tierra. 2) Instale el primero truss y ate seguramente al arriostre de .tierra. 3) Instale IDS pr6ximos cuatro trusses con restricct6n lateral temporal de miembro corto (vea abajo). 4) Instale el arriostre diagonal de la cuerda superior (vea abajo). 5) Instate arriostre diagonal para IDS planes de IDS miembros secundarios para estable IDS primeros cinco trusses (vea abajo). 6) Instate la restricci6n lateral temporal y arriostre diagonal para la cuerda inferior (vea abajo). 7) Repita 64e procedimiento en grupos de cuatro trusses hasty que todos IDS trusses ester Eriados. QRefer to BCSI-82 Summary Sheet - Truss Installation & Temporary Restraint/Bracing for more information: Vea el res6men BCSI-02 - Instalaci6n de Trusses y Arriostre Temporal pars mayor information. RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES EL RESTRICCION/ARRIOSTRE EN TODOS PIANOS DE TRUSSES. QThis rerstraint & bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este m&6clo de restricct6n y arriostre es para todo trusses excepto trusses de cuerdas paralelas 3 X-2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Lgngitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maximo 30' to 45' B' o.c. max. 30 a 45 pies 8 ples maximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.C- max. 60 a 80 pies* 4 pies maximo -Consult a Professional Engineer for trusses longer than 60'. 'Consuite a Lin ingeniero para trusses de mas de 60 pies. See BCSI-B2 for TCTLR options. Vea el BCSI-B2 para las opciones de TCTLR. t Refer to BCSI-B3 Sum- mart' Sheet- Permanent _ Restralnt/Bracing of Chords & Web Members for Gable End Frame restraint/bradng/ relnforcement information. Para Infonnaci6n sobre V restricci6n/arriostre/refuerzo f J( Repeat diagonal para armaz6n de hastial vea IJ braces for each set of ei resumen BCSI-B3 - Re- 4 trusses. stricci6n/Arriostre Ground bracing not shown for clarity. Repita IDS arrisotres Permanente de Cuerdas K Mtembros Secundarios. gru onale4 pars coda - gro - pe de 4 trusses. 2) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS A iagpnal LATERAL RESTRAINT Bracing & DIAGONAL BRACING Web Members ARE VERY IMPORTANT iLA RESTRICCION LATERAL Y EL ARRIOSTRE \ DIAGONAL Bottom chords SON MUY IMPORTANTES! Diagonal Braces every 10 Q30'-15' max. Same spacing as truss spaces (20' max.) bottom chord Lateral Restraint Some chord and web members not shown for clarity. 3) BOTTOM CHORD — CUERDA INFERIOR Lateral Restraints - 2x4x12' or greater lapped over two trusses. "'ARK Bottom chords -� Diagonal Braces every 10 truss spaces (20' max.) 10'-15, \ I /Some chord and web members max. \V not shown for clarity. RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES LA RESTRICCION Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 Q, Refer to BCSI-B7 Diagonal Bracing Summary Sheet 10' cr 15' �Repeat Diagonal Bracing -Temporary & Per- 1. _--_every 15 truss spaces (30') manent Restraint/ `�•� Bracino for Parallel Chord Trusses for more information. I y Vea el resumen Apply Diagonal Brace to I BCSI-B7 - Restric- cidn y Arriostre vertical webs at end of Temporal v cantilever and at bearing All Lateral Restraints Permanents de locations. lapped at least two trusses. Trusses de Cuerdas *Top chord Temporary Lateral Restraint spacing shall be Paralelas para mas 10' o.c. max. for 3x2 chords and 15' o.c. for 42 chords. Informad6n. INSTALLING - INSTALACI®N O tofPlano ZTolerances for Out -of -Plane. L1 Tolerancias para Fuera-de-Plano. Max. Bow Length �I / n Oui of P umb D/50 D (fL) 7/4° 1' Max. Bow Truss Length 3/4" 12.5' 7/8° 14.6' 1' U Max Bow Len 7/2" 2' 1" 16.7' Max Bow I ' 3/4° 3' 1-1/8" 18.8' - ----------------- - Length + ❑ 1" 4' 1-1/4" 20.8' n or Plumb ❑ ' QTolerances for I "bob 1-1/4" 1-112, 5' 6' 1-3/a. 22.9' 1-1/2' 25.0' Out -of -Plumb. 1-3/4' 7'p 1-3/4° 29.2' Tolerandas are D /50 max I*t Fuera-de-Plomada. 2° 20 2° 233.3' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo not proceed with construction until all lateral restraint and bracing is securely and properly in place. No proceda con la constructi6n hasta que todas las restric- ciones laterales y IDS arriostres estcn colocados en forma apropiada y Segura. ®Do not exceed maximum stack heights. Refer to BCSI-B4 Summary Sheet -Construction Loading for more Information. No exceda las maximas aituras recomendadas. Vea el res6men BCSI-B4 Carga de Construed6n para mayor informacl6n. ®Do not overload small groups or single trusses. No sobrecargue peque"nos grupos o trusses individuales. Never stack materials near a peak. Nunes amontone material cerca del pim. Place loads over as many trusses as possible. �t• r Coloque las cargas sabre Lantos trusses como sea posible. QPosition loads over load bearing walls. . Coloque las cargas sobre las paredes soportantes. Truss bracing not ALTERATIONS — ALTERACION ES shown for clarity. QRefer to BCSI-BS Summary Sheet - Truss Damage lobsite Modifications & Installation Errors. Vea el res6men SCSI-B5 Da"nos de trusses. Modificaciones en la Obra y Errores de Instalaci6n. 1✓txl tun StSd1 . ghl fo�M.urlal on�iu.s.r Material Hclght Gypsum Board 12' Plywood or OSB 16° Asphalt Shingles 2 bundles Conaete Block 8" Clay Tile 3-0 tiles high Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No torte, altere o perfore ning6n miembro estructural de IDS trusses, a menos que ester espedficamente pennitido en el dibujo del diseno del truss. Q, Trusses 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. Trusses que se han sobrecargado durante la construction o han sido alterados sin una autodzaci6n previa del Fabricante de Trusses, pueden reducir o eliminar la garantfa del Fabricante de Trusses. NOTE: The Truss Manufacturer and Thus Designer rely on the presumption that the contractor and vane operator (if applicable) are professionals with the capability to undertake the work they have agreed to do on any given project If the Contractor beflevas It needs assistance in some aspect of the construction project, it should seek assistance from a competent party. The methods and procedures outlined in this document are intended to ensure that the Overall construction techniques employed will put the trusses Into place SAFELY. These recommendations for handling, installing, restraining and bracing trusses are based upon the collective experience of leading personnel invoked with truss design, manufacture and installation, but must, due to the nature of responsibilities IrrvWved, be presented only as a GUIDE for use by a qualifled Building Designer or contractor. It is not Intended that these recommendations be interpreted as superior to the Building Designer's design specification for handling, installing, restraining and bracing busses and it does not pmdude the use of other equivalent methods for restraining/bmdng and providing stability for the walls, columns, floors, roofs and all the Interrelated structural building components as determined by the Contractor. Thus, WI CA and TPI expressly dlsdalm any responsibility for damages arising from the use, applimdon, orreliancean the recommendations and information conmined herein. _W�■ TRUSS PLATE INSTITUTE 6300 Enterprise Lane ° Madison, WI 53719 218 N. Lee St., Ste. 312 ° Alexandim, VA 22314 608/274-4849 ° www.sbcindusby.com 703/683-1010 ° www.lpinstorg BIWARN11x1720061115 W.TakI/.•1.1traFr{%ir'sUpIII ra✓&r.1:1&T/.I.1.kJ.T"Q11a.1 iMW.TLi.-.1 AIr-I-1rf-]•VT.T■ CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE —RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L—BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X8 2-2X4 2X8 1 ROW 2X4 1-2X8 2X8 2 ROWS 2X8 2-2X4(*) 2X8 1 ROW 2X8 1-2X8 2X8 2 ROWS 2X8 2-2X8(*) T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR T—BRACE L-BRACING: OR L—BRACE APPLY TO EITHER SIDE OF WEB NARROW FACE. ATTACH WITH 10d BOX OR GUN (0.128"x 3.",MIN) NAILS. AT 8" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T—BRACE L—BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d BOX OR GUN (0.128"x 3.",MIN) NAILS. AT 8" O.C. BRACE IS A MMMUM 809 OF WEB MEMBER LENGTH SCAB BRACE Z/ ITIFBM -WASOMM" K= DID lollor ALL WM ON T= efflan 7ha vegoba aatsama m m lahrk&U". n.ndHz& abtppfng, etstalli g and bracing. Dee to and:onor (ems eompanact ee.t bdas UM by Tin -d WWA) for nWr r am+ m paXezmt.d tea« tvtbcUa . batanar � pr.W@ fapor�eT Lardnt pay = UWe mtad otbm in, top oLard aLD bnr tp .ttaob.d at�natmal = .ad bourn ebmd WD b.n . laWll .ttanbed skid «eeuma 25 k W. ems« thla Jov owralL Aaw pap! mee� we �mlhmat mw mstailW ye Sf� TC LL PSF TIC DL PSF BC DL PSF REF CLB SUBST. DATE 1/1/09 DRWG BRCLBSUB0109 BuOding Components Group Inc. i Eaith City. MO 63045 «nNOW-Irr» nmDZ tzN Dl TIER Demme To DW111ATMN COMB MM Ir >•d1d1al I La. MrM=) ahan ant Da ble'fos �. w daskU= tram thin d«Ip, ay fanan L La3td tbs tm� m eaatantms �lIL M. or !a tier, baem& ahlppdy, lli d ll nd y titatae a ttrasaa. lTrnea aeeeaetor plat« an tuda a eo/teptnd pa/epq dent deea Q.e. s�pD/eo .�«.�1l.s atad. 1ppy pant« to «ob lttda a tavw, mdlbaaa u .Lora .bon aed on letat D.tanr. and ®1nla�drarSCr as oaHT psja mdl«t« ««p1araa and ytaaaabne eytn.aeme e«pmNhDltl aolaa/ for 1>ti tro« oompm«t d.ajn agora Thn amlamftl and nag a seta empmant for lnl rwdme 1! tea �^ mslnDxl .+ sea n.at�.s pas uar�lpl 1 e«... "'" �' EM BC LL PSF TOT. LD. PSF DUR. FAC. SPACING _--d STEPDOWN HIP CORNER SET DETAIL R HIP GIRDER CJ5 CJ3 �\e CJ1 Ljj � to U U U W W T ORNER JACKS 2'-0e 2'-0a 2'-0e 2'-0e 1'-0. NOTES: 1. DESIGN BASED ON SOUTHERN PINE LUMBER. 2. TRUSS TO BEARING CONNECTION BY OTHERS 3. WIND LOADING BASED ON ASCE 7-10 MEAN ROOF HEIGHT 30', EXP C ENCLOSED, RISK CATAGORY II 4. APPLICATION OF TOENAILS PER NDS-2005 * (3) 16d (0.162"x3.5") TOE —NAILS (2) 16d (0.162"x3.5") TOE -NAILS NOTE: 10d (0.148"x3.0) GUN NAILS MAY BE SUBSTITUTED IN PLACE OF 16d TOE —NAILS UP TO THE MAXIMUM REACTIONS SHOWN BELOW. (2) NAILS: R=260# U=345# (3) NAILS: R=390# U=520# TRUSS PLATES AND LUMBE AS SHOWN, OR PER INDIVIDUAL TRUSS DESIGN: HIP JACK END JACK w 0 CD a_ _ •WASUMCa• READ AM 701101f ALL ROM OR TM ME= !!caeca regWro extreme care In [abrtoatlat,ns..ntppmt. Inateutat .na braetnt. Rater to and follow TC LL 20-30 PSF REF aC9 (HnDdbrt Compeamt aafetf Lrtarmatloa, by Tt9 cad IITG)'ror aelet� preatloea prior to parformtnt DATE 3�21�12 these functions. bmWOn ahAn pamide temporary brealot per 7Nffi. Unlas noted etherwim, top chord .bnn Love p clenched strodiael penal cad bottom aberd .b.D here a pnpmiy attaoLed d TC DL 7-20 PSF bracing tn.w,ad parr'�I eel. � .Ifee m.nthis t :,e.ee intfor DRWG STEPDOWN HIP I.armma � wad � BC DL — PSF ••DI MAM" INRti1:SH mIn 01 nM D=rJl To DWAIIATIOR CONTUCIM. IrA B¢Ildat Comy==to Group Inc. (IPfa00) sball net be remammos e trums In togotud rer m dsefntlm hom tLta dads, �� LLRf BC LL 10.00 PSF • a with or braacint of trosaes. W connecter pllates ars made o1 20510 16M AM AB t / / (lft7/9/lU Asn1 Aaa9 erode aT/4o/eo TOT. LD. 37-55 PSF . (Z/1t/B.a) Qetr. steel A A Seel m this drestat oe tpete tadloalfeaoe o! troaa, pesitfined as aborm above and un 1o1at Details. •00°p�°° and profenlnael malnaerinj zerpoaal�Dlty sal.' DUR. FAC. 1.25 for else trues oom mt 1. th.S pm dWta ahovn. 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LStOP ' ;�Q1t3B. _._ -.. Jtl LS'�O!' �::,: 32 ts�fULM :• . 1'L7�! w ilE9�3ii . fiiQiM - LiM3q wmm imam _ . MGM., auwdm am .kwowd IiDl31#f Nf}FllltttllwQt�[F4. ,.::_T 02 1ff11Etiilf aif�i:: S�Mti� aH1f11Ad}t 378Rfff iY SQMDZ 0 3i8ili� i't� ". ':Sifl}IiS'13 3dJt1 AYii fl7 il(i1SfHli3Q' i133iiY!! (Aline mirigus STO) wd wawms dilwao swaod won �-luwpjjng ~ Ml®��� MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) •vw•v.mianiida(le.goy/building/ Entegra Roof Tile, Inc. 1289 NE 9'b Ave. r ., Okeechobee, FL. 34972 opy„: 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 BNC - 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 AEU (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. BNC 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 of the Florida Building Code. DESCRIPTION: Bella "High S" Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise 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 renews NOA # 09-0512.15 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 1 of 7 n 1 . ROOFING ASSEMBLY APPROVAL - Cateuory: Roofing . Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This approves a roofing system using Entegra Bella "High S" concrete roof tile as manufactured in Okeechobee, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Bella "High S" L = 161/z" TAS 112 High profile, interlocking, extruded concrete W = 13-1/4" roof tile equipped with two nail holes. For Thickness = %" mechanical, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use at w = varies hips, rakes, ridges and valley terminations. varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Okeechobee, FL. 2.2 EVIDENCE SUBmTTED Test Aeencv Test Identifier Test Name/Report Date IBA Consultants, Inc. 2421-94 ASTM C 1167 June 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & 102(A) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Redland Technologies . P09647-01 Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails MIAMMADE COUNTY ... s NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 2 of 7 The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) ' The Center for Applied 25-7094-(3, 6 & 9) Static Uplift Testing Oct. 1994 Engineering, Inc. TAS '102 The Center for Applied 25-7120.(1 & 2) Static Uplift Testing Nov. 1994 Engineering, Inc. TAS 102 4 The Center for Applied 25-7183-(3 & 4) Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102. The Center for Applied 25-7214-(3, 4, &7) Static Uplift Testing March, 1995 Engineering, Inc. TAS 102 The Center for Applied 25-7804-4 Static Uplift Testing Sep. 1996 Engineering, Inc. TAS 102 Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services TAS 101 Celotex Corporation 520191-2-1 Static Uplift Testing March 1999 Testing Services TAS 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Calculations Restoring Moment June 2007 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A', Such testing shall be submitted to the Building and Neighborhood Compliance Department — Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No.: 11-0414.08 MIAMI•DADE COUNTY Expiration Date: 07/13/16 JAPPROVE�lApproval Date: 06/02/11 Page 3 of 7 4. INSTALLATION 4.1 Entegra Sales, Inc.'s Bella "High S" concrete roof tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length-1(ft) Width-w (ft) Bella "High S" Tile 10.5 1.375 1.08 Table 2: Aerodynamic Multipliers -A ft Tile Profile A (ft) Batten Application 11(ft ) Direct Deck Application Bella "High S" Tile 0.349 0.378 Table 3: Resto ng Moments due to Gravity - M ft-Ib Tile Profile 2":12" 3":12" 410:12" 519:12" 6":12" Greater than 7":12" Bella "High S" Tile Battens Direct Deck 1 Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.19 6.89 6.11 6.80 5.99 6.67 5.85 6.61 5.68 6.33 6.50 6.13 Table 4: Attachment Resistance (Expressed as a Moment - Mf (ft-lbf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min.19132" plywood) Battens Bella "High S" Tile 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nail Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails Eave Clip) 38.1 38.1 41.8 2-10d Ring Shank Nails 33.1 48.1 50.9 1. Installation with a 4" the headlap and fasterners are located a min. of 2%" from head of tile. NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 4 of 7 Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bella "High S" Tile Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoarn Product Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a.Moment - Mf (ft-Ibf) for Single Patty, Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bella "High S" Tile Polyfoam Pol ProTm 66.5 Pol foam Pol ProTM 38.7 3 Large patty placement of 63 rams of Pol ProTm. 4 Medium patty placement of 24 rams of Pol Pron". Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Bella "High S" Tile Mortar Set 24.6 5 Tile -rite Roof Tile Mortar. NOA No.:11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen in detail Below, or following statement: "Miami -Dade County Product Control Approved". OR ENTEGRA SALES BELLA "HIGH S" CONCRETE TILE LABEL (LOCATED UNDERNEATH TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 6 of 7 PROFILE DRAWING END OF THIS ACCEPTANCE NOA No.: I1-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 7 of 7 MIAMI•D1ADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/fern/ DAB Door Company, Inc. 12195 NW 9e Avenue Hialeah Gardens, FL 33018 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: 91- 4" Wide x 16' High Steel Sectional Garage Door w/ Window Lite Option APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/2001, with last revision F dated 10/13/2011, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 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 NOA # 11-0119.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No.12-0110.06 MIAMIDARECOUNTYM Expiration Date: August 9, 2016 Approval Date: March 1, 2012 Dz/2! 201Z. Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/2001, with last revision F dated 10/13/2011, sheets 1 through 5 of 5,.prepared by Al-Farooq Corporation, signed and sealed by Javad -Ahmad, P.E. B. TESTS "Submitted under NOA # 09-0128.04" 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 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 09-0128.04" 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 084182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 03-0210. 04" 3. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS "Submitted under NOA # 09-0128.04" 1. Anchor verification calculations prepared by AI-Farooq Corporation, complying with F.B.0 2007, dated 12/19/08, signed and sealed by Hunzayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting'. Environment, and Regulatory Affairs (PERA) yo/a- C rlos fd. Iftrera, P.E. Product Control Examiner NOA No.12-0110.06 Expiration Date: August 9, 2016 Approval Date: March 1, 2012 E - 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/2008 and expiring on 07/17/2013. 2. Notice of Acceptance No. 07-1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/2007 and expiring on 11/29/2012. 3. Notice of Acceptance No. 07-1107.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 04/26/2007 and expiring on 08/27/2008. 4. Notice of Acceptance No. 07-0301.10, issued to Dyplast Products, LLC, for their Dyplast ISO -CI Polyisocyanurate Insulation, approved on 06/07/2007 and expiring on 01/11/2012. "Submitted under NOA # 05 0228.02" 5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM GI55 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-TZ51, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 7. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest, issued by Al-Farooq Corporation, dated 10/26/2011, signed and sealed by Javad Ahmad, P.E. 0io Carlos M. Utrera, P.E. Product Control Examiner NOA No.12-0110.06 Expiration Date: August 9, 2016 Approval Date: March 1, 2012 E -2 I DOOR HEIGHT CONSISTS OF 6'-8' 2 SECTIONS 18' 2 SECTIONS 21' 6'-9' 1 SECTION 18" 3 SECTIONS 21" 7' 4 SECTIONS 21" - 7'-3" - - 7'-8" 5 SECTIONS 18" - Y-9' 4 SECTIONS IV 1 SECTION 21" 8' 3 SECTIONS TV 2 SECTIONS 21" W-3" 2 SECTIONS 18" 3 SECTIONS 21 6'-8" 11 SECTION 18" 4 SECTIONS 21" 8'-8" 5 SECTIONS 21" - 9' 8 SECTIONS 18' - 9'-3" 5 SECTIONS 18' 1 SECTION 21' 9'-6" 4 SECTIONS 18" 2 SECTIONS 21" 9'-9" 3 SECTIONS 18' 3 SECTIONS 21" 10' 2 SECTIONS 1T1 4 SECTIONS 21" IV-3' 1 SECTION 18' 5 SECTIONS 21° IW-6" 6 SECTIONS 21" - -To'-9" 8 SECTIONS 18" 1 SECTION 21' 11' 5 SECTIONS 18° 2 SECTIONS 21" 11 -3" 4'SECTIONS i6" 3 SECTIONS 21" II' V 3 SECTIONS 18' 4 SECTIONS 21' 11'-9' 2 SECTIONS IV 5 SECTIONS 21" 12' 1 SECTIONS IV 6 SECTIONS 21" 121-31 7 SECTIONS 21" - 12'-6' 6 SECTIONS 18" 2 SECTIONS 21" 12'-0' 5 SECTIONS 18" 3 SECTIONS 21' 13' 4 SECTIONS IV 4 SECTIONS 21' 13'-3' 3 SECTIONS IS' 5 SECTIONS 21" 13'-6' 2 SECTIONS 18" 6 SECTIONS 21" 13'-9" 1 SECTION 16" 7 SECTIONS 21" 14' 8 SECTIONS 21' - 14'-3' 8 SECTIONS 18' 3 SECTIONS 21' 14'-8" 6 SECTIONS 18" 4 SECTIONS 21" 14'-9" 4 SECTIONS 18" 5 SECTIONS 21" 13' 3 SECTIONS. 18" 8 SECTIONS 21" 15'-3" 2 SECTIONS 18' 7 SECTIONS 21' 15'-8" 1 SECTION 18° 6 SECTIONS 21" 15-9' 9 SECTIONS 21" - 18' 6 SECTIONS 16" 4 SECTIONS 21' TOP FIXTURE 5-1/2° X 2-3/4" X 0.1" V 0 STEEL PLATE WITH ONE 5/16-18 MS W/ NUT FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER m 1 7-1/2" X 3" X .071" GALV. STEEL END ROLLER HINGE (0) #14 X 3/4' SELF DRILLING SCREWS TO BE INSTALLED AT o W/ (6) B 14 X 5/8" SMS 0 0 CENTER STILE CENTER STILE Z 0 r y A h Lu ffi ®m g CL CK O C � n EN X 7-1/2" GAW. STEEL I 0' r 0 WW/ (4) #14 EX 1/2" SMS r �I co 0�m� 3 � y 25 0 25 �; Z In LOCK 2/ DOOR ® � a Q ZO I ti gQ iii _ �- 1" W X .15" THK. LATCH r '�m 'm +� SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) - - _00 m Oo FASTENED W/ (4) � 14 X 1/2" S.M.S. /8° MIN. LOCK ENGAGEMENT CONFORMS TO — --- - o M M BC 1012 REGARDING GARAGE DOORS I a W a li I z m00 158 DIA. GALV. AIRCRAFT TYPE ,SABLE & NICO-PRESS SLEEVE O O �+ OPTIONAL VENT L -r A W MIN. 6 TO 1 SAFETY FACTOR ® (3) 6' WIDE AT 7" O.C. MAX. OPENING AREA NOT TO EXCEED [COLONIAL OPTIONAL FLUSH FACE WOOD GRAIN DESIGN U W Z 0 8' 3" %X0.1' I 120 SQ. IN. DESIGN In N STEEL PLATE 11 m 9 WITH (2) #14 X 5/8' SMS MAX. DOOR WIDTH , = BRACKET BRACKET INSIDE ELEVATION DOOR OPTION Y STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR y G � 7-7/8" x 3-1/8" x .Olv, s g STEEL PLATE CENTER STILE WITH (4) 114 % 3/4" SDS DAB DOOR MODEL 824 2 2 OUTSIDE MAX. SIZE 9'-4" WIDE X 15'—O" HIGH o HANDLE END STILE IDES d rc DESIGN PRESSURE RATING = + 50.0 PSF 60.0 PSF LOCK BAR GU INSTALLED ON END STILE 4 0 = o WITH (4) #14 X 5/8' SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT I S ^o 2 8- - 4 A BT X .6W LOCK BAR a m o m w ENGAGES IN TRACK GENERAL NOTES ON EACH SIDE OF DOOR 1, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE q QUTSIDE KEYED LOCK REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING Nr. JAw10 AD • PROWCI RBV19H� o HIGH VELOCITY HURRICANE ZONE. pEWL 7pS92, '. ®�fY� Uro FI4MA� g N LOCK BAR LOCKING SHOWN ALTERNATE TO LOGKS SHOWN ABOVE S ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. 'LN' "�" Aooepltlw No ?i �Ap 06 .. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL /6 DRESSING OR - STUCCO. r a 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL, 'Yt �,O `pTd drawinga no. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE B. A LOAD DEUAILS ARE NOT RATION INCREASEART IS USED THIS APPROVAL OF ANCHORS INTO WOOD ONLY. O� O� O� y 0 T1 -09 sheet 1 of 5 FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 SOUTHERN PINE .. 0.55 S.G. , ' EI)G D ST.° ., . A a 1 1/2" MIN. 1.9"X2.19"X3.3'x .102' STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING .024" STL. PANEL OUTSIDE OF DOC STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' 5/16" X 1-5/8" LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE ONE PER BRACKET POSITIONED AT EYE LEVEL OPTIONAL STOP MOULDING BY DOOR INSTALLER #14 X 5/8" SMS 3/4' X 2" X 2-1/2" X 18 GA. STEEL 8 PER HINGE 0 STILE, CONNECT TO PANELS WITH 1/2" X 1-3/4' X .059' FORMED STEEL FLAPS AND 3/18' ALUM RIVETS GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE ENO SNLE WITH 3/16" POP RIVETS 0 12" O.C. 1-7/8' X 2-5/8" X .G45' STEEL CENTER STILE, GLUED AND RIVETED EDGE TO PANEL W/ (4) 3/18" RIVETS { DISTANCE-� r POP RIVETS ? .. I 4/4Hx 5 B' SM.S... / \ •�e .� ..... T 7-1/2" X .050" GALV. STEEL J Nam,\ 2-1 a" x r x .o7e' CENTER HINGE 7-1/2' x 3' X .071' V. STEEL TRACK SECTION B-B END ROLLER HINGE FASTENED TO TRACK PLATES 7/18' PUSHNUT 1.82' DIA. X .50" W/ 1/4-20 X 5/8" TRUSS HD. INSTALLED ON ROLLER SHAFT W/ 4 NYLON /STEEL ROLE SLOTTED M.S. & LOCK NUT INTERIOR SIDE 24 3/1 FLAPS BENT OVER 1/2" PUNCHED 0 4 -END STILE x m ANCHORS: O 0 M A) 3/e' DIA. POWER -BOLT BY 'POWERS' 2' MIN, EMBED INTO CONCRETE W C9 M1 Q 1-7/8' MIN. EDGE DISTANCE B)/A' DIA, HLQ SLEEVE BY 'HI 71 z 1-1/4' MIN. EMBED INTO CONCRETE OR FILLED BLOCK J 00 LZ 01 in I 1-3/8" MIN. EDGE DISTANCE INTO CONCRETE O 4" MIN. EDGE DISTANCE INTO FILLED BLOCK 0 O Z CONCRETE f c - 3000 PSI MIN. N Ln C-90 GROUT FILLED BLOCK f'm - 2000 PSI MIN. N ANCHOR TYPE A OR B w$$ PER BRACKET E SHEET 3 FOR BRACKET SPACING '-1/4-20 SS BOLT & NUT 1q1 JAv'AOPE-AA`HCIVIL Kko . FROM=REVOW q F GAN92 . SUM tYt81111�Q1di/.f I AoaphNo '11tY1M Pra&cl. I drawing no. 01-09 sheet 2 of 5 RIVET POP 2-3/ 5-1/2- X 3" X .104" 5/16' X 1-5/8' LAG SCREWS INTO WOOD OR GALV STEEL 5/16" SLEEVE ANCHORS /TOP ROLLER BRACKET (DOUBLE) - WITH 1--1/4" EMBED INTO MASONRY) FASTENED W/ (6) # 14 X 5/8" S.M.S. - 3 PER BRACKET 090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES W/ 5/16-18 X 3/4' HEX HEAD - - WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE SCREWS & NUTS. FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS \HORIZONTAL REINFORCEMENT 1/7" X 1-3/4' X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 2" X 5-1/2" % ,TEE I FASTENED W/ (4) b 14 X 5//8" STEEL TO PP R LLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2" X 1-3/4' X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/18" POP RIVETS 5/16" MEETING RIB 1.82" DOA. X .50" ROLLERS —W/ .44 DLA. X 4-1/4" STEM OPTIONAL INSULATIONS: EPS-EXPANDED POLYSTYRENE DENSITY - 1.05 PCF N.O.A. A07-1107.08 OR ISO-26 POLY-ISOCYANURATE DENSITY a 2.0 PCF N.OA. #07-0301.10 OR DENSITY - 0.92 PCF N.OA. #07-1018.07 14 GA. OALV. STEEL ROLLER HINGES FASTENED W/ (4) #14 X 5/8" SMS MIN..024" ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 MIN. YIELD STRENGTH - 34 KS1 WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV, STEEL BOTTOM BRAG � susED BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. 0 48" O.C. AND RUBBER WE47HERSTMPPING HORIZ. TRACK SUI CENTER SUPPORT READ. ON EX,gEEDING 8 FT. IN I II A RACK LENGTH = OPENING HEIGHT PLUS GA. GALV. STEEL TRACK ANGLE 2 % 2 % TAT RACKET SPOT WELDED TO HORIZ. TRACK -1/2'HORIZ. WITH TWO WELDS AT 1-1 /2° APART (l� FIRST AT 3" O.C. REST AT 9" O.C. CONNECTED TO FLAG BRACKET ANGLE Z W/ 3/8-18 X 3/4" BOLT & NUT 0 m AND TO SPRING SHAFT GUIDE WITHz (2) 1/4-20 X 5/8" BOLT Ze NUT eq Q g IL VERTICAL TRACK z-1/e° x 1• x .aaD' SECTION A -A 8 VVV o Q 00.44 W C D O {LZNLLggp PLACEMENTS DOOR HEIGHT • SECTION HEIGHTS 1ST 2ND 3RD 4TH 5TH B 81 B2 83 04 B5 B6 97 B8 6'-0" 18" 18" 18" 18" N A 1" 11-3 4" 23" 34• 45" 56" 67" - 6'-B" 21' 18' 18" 21" N/A 1° 11-3/4" 23" 34" 0" 58" 67" - 7'-0" 21" 21" 21" 21' N/A 1' it-3/4" 23" 34' 45" 56" 67' - 7'-8" 18" 18" 18" 18" 18" 1" 11-3/4" 23" 34' 45" 58" 67" 78-1/4" 8'-0" 21" 18" 18" 18" 21" 1" 11-3/4" 23" 34" 45" 56' 67" 78-1/4' '— .1 TONG AI Int nUuum FOR DOORS MORE TH[y'/A�N�a FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. 1.9' STEEL % 2.19" X 3.3" T .090" Y/7LIt STEEL TRACK BRACKETS 2-3 16" HIGH CON ECTED TO TRACK WITH 0) 1/4" BOLTS &NUTS. m m TRACK CONFIGURATION VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK E13 tho ,[7w" ctcbnud 11 drawing no. 01-09 WOOD FRAME BUILDING STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE SUPPORTING STRUCTURE, TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC, COLUMN WITH W' ULTRACON BY 'ELCO' WITH SPACING OF O.C. INTO BLOCK WALL, WITH 2-1/4' MIN. EMBED 16" O.C. INTO 3000 PSI CONCRETE. WITH 1-3/4' MIN. EMBED 2-1/2" INTO EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF 14. O.C. INTO BLOCK WALL, WITH 1-1/2- MIN, EMBED 18' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4- MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" CONFLEX BY 'ELCO' OR 3/8" LOT BY 'ITW' WITH SPACING OF 24" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2' MIN. EMBED 2" MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF 17" O.C. INTO BLOCK WALL, WITH 1-1/4- MIN. EMBED, 4' MIN, EDGE DIST. 18" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4- MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # B BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS ALL BARS SWW_ BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS 00 ANCHOR SPACING 00 M ANCHORS STRUCTURE EMBED SPACING EDGE DIST. p M 3 8 HLC SLEEVE BY HILTI CONC. 1-1 4 g° 1-5 B Q 3 8' HLC SLEEVE BY HILTI' FILLED BLOCK 1-1 4" e° " 0 5/16" X 1-5/8' 3 8" DYNABOLT BY ITW' CO. 1-1 2 8- 2' LAG SCREWS STEEL STRUCTURE BY OTHERS 3 8" DYNABOLT BY 'TW' FILLED BLOCK 1-1/2- 8- 3-34 Z Uj e AT 12" O.C. MUST SUPPORT THE LOADS IMPOSED 3 8 POWER -BOLT BY POWER CONC. 1-7 8 - w m BY DOOR SYSTEM 3 8 SLEEVE -ALL BY SIMPSONS CONC. 1-1e2 8" 1-7 8 00 U) co 0 1 CONCRETE Vc o 3000 PSI MIN. O O u� B/16' DM. BOLTS 0-90 GROUT FILLED BLOCK I'm 2000 PSI MIN. � p Z ,•e"'. ° b WITH WASHER k NUT AT 12" O.C. MAIL EDC w to = O o O) mQ ,..I O N- = R" 1-1/2" 1-1/2' 1-1/4" X 2-1//2" X 14 GA CONE. STEEL AHOLE 12 GA. GAWK STEEL FLAT BRACKETS f3" LONG AT 12. O.C. IN DOOR OPNG. P AT 18' O.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE G W/ (3) SPOT WELDS AT EACH SIDE GA u o g GAL�BSTEEL TRACK FA//ST((ENED//TO TRACK PLATES $ i 1L1.& TNUTS SLOTT D , LOCK ALTERNATE TRACK INSTALLATION ql: JAV,%.,m 'CMiL• . . FlA e u ,4e 1 PRODUCEREVMW ercoll!Vbe8wlftFkdd/ `j Ev Loy P1°' ` drawl- 01-09 { IN A ,m DOOR PANEL 24 GA. (.024) STEEL MIN. r 7/16' DIA. WASHER #8 X 3/4' SMS m 3/8' FROM ENDS AND 7" O.C. MAX, (4) R8 X 3/4" SMS ® 1-3/8" FROM ENDS ,—\ AND 6-1/2' O.C. MAX, .175 X .052 DEEP NOA LEXAN PLASTICS X .062 DEEP (4) #8 X 3/4' SMS ® 1-3/6' FROM ENDS AND 6-1/2" O.C. MAX. �X 3/4" /8 SMS ® 3/8" FROM ENDS AND 7" O.C. MAX. 7/16• DIA. WASHER IR PANEL Gal (.024) STEEL MIN. * PLASTIC COMPLIES WITH H SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE .600 -- r .250 I I � c 1.765 1.725 O Q gGg L 1.144 d p � 21 3/4" MAX. �.800 v � ct44 WOW. WIDTH .178 Q a. ¢ p 3 = 0 18 1/8" * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION 0 G a Q ?.,0, x W O O M O { M W a z�uf U O Z W C3 a 01 N O INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS ° S SMS ® 3/8' FROM' C _.175 X .062 DEEP AND 4-1/2" O.C. 4MAX.-------- DOOR PANEL 24 GA (.024) STEEL MIN. 15/16" MIN. A ,R v A_ A �II ,N V mm_ mm.. mm� _ _ _ 1! JAVAf7' A — PRODUCI'REVISSo q o - - - FIA. PEdW//1.70592 BOITCbAp �maw+ I i CAN.•3578• D O G k EXTERIOR `` oe� '`011 By olb� C. drawing no. 01-09 sheet 5 of b I MIAMFDADE MIAMI-DADE COUNTY L�'i'i1LY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldede.gov/nera/ DAB Door Company, Inc. 12195 NW 98'h Avenue r rnstrYucon Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rule d �ati erne f materials. The documentation submitted has been reviewed an 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: Hurricane Master® Model 824/811 Steel Sectional Garage Door 16'-2" Wide x 16'- 0" High (Reinforced) with Window Lite Option APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision H dated 10/13/2011, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, 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, modellseries 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 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 Iiterature. 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 NOA # 11-0414.13 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No.12-0110.08 MtAMMADUNTYM Expiration Date: July 21, 2015 Approval Date: March 1, 2012 X2-12 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision H dated 10/13/2011, sheets 1 through 6 of 6, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 11-0414.13" 1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC, TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI-07-4267, dated 06/29/2007, signed and sealed by Candido F. Font, P.E. 2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing Inc., Report No.. HETI-11-3206, dated 02/10/2011, signed and sealed by Candido F. Font, P.E. 3. Test Report on Tensile Test per ASTM E8-08 of "Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI-114101, dated 01/29/2011, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 05 021 Z 02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential Door with Windows" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1328, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, PE. 5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1329, dated 07/15/2003 signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)" prepared by Hurricane Engineering & Testing Inc, Test Report No. HETI 03-T078, dated 10/31/2003, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA # 03=0210.04" 7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. �a�u/ZaIZ Carlos M. Utrera, P.E. Product Control Examiner NOA No.12-0110.08 Expiration Date: July 21, 2015 Approval Date: March 1, 2012 E-1 DAB Door Company. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 04/05/2011, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128 01" 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. . Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/2008 and expiring on 07/17/2013. 2. Notice of Acceptance No. 07-1016.07, issued to InsuIfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/2007 and expiring on 11/29/2012. 3. Notice of Acceptance No.11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on I I/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No.11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. F. STATEMENTS 1. Statement letter of code conformance to FBC 2010 and no financial interest issued by Al-Farooq Corporation, dated 10/25/2011, signed and sealed by Javad Ahmad, P.E. p 2L 7�17, C rlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0110.08 Expiration Date: July 21, 2015 Approval Date: March 1, 2012 E -2 7-1/2' X 3" X .071" CALV. STEEL END ROLLER p W/ (6) #14 X 5/8' SMS 0 7-1/2" X 2-1/4" X 18 GA. GALV. STEEL CENTER HINGE W/ (4) #14 X 5/8' SMS LOCK 2/ DOOR 1" W X .15 THK. LATCh SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) #14 X 1/2' S.M.S. 5 8" MIN. LOCK ENGAGEMENT CONFORMS TO F C 1012 RECARDING GARAGE DOORS [UT TOP FIXTURE 5-1/2' X 2-3/4' X 0.1" STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER FASTENED TO END STLE WITH TO BE INSTALLED AT �(8) S14 X 3/4" SELF DRILLINGBRACKET SCREWS ANY CENTER STILE? SEE SHEET 4 FOR TOP "BRACKET OPTIONS / rrsrtrw rr 158 CALV. AIRCRAFT TYPE p PIBDIA LE & 1CLVC PRESS SLEEVE W MIN. 5 TO 1 SAFETY FACTOR p ® G 7" X 3' X 0.1' STEEL PLATE 1 WITH (4) #14 X 3/4' Li N SELF DRILLING SCREWS BRACKET BRACKET STD. LIFT DOOR LOW HEADROOM TOTAL / OF DOOR OPTION DOOR HEIGHT CONSSIS OF 'U' BNtS AT EACH DOOR 7-7/6" X 3-1/8' X .010' 2 SECf10N$ le" 2 SECTIONS 21' 'STD PLATE 6-B 1 SECTION ie' 3 SECTIONS 21' WITH (4) #14 X 3/4" SIDS 7' 4 SECTIONS 21" - 7'-3 _ _ T-e' a SECTIONS 18" - 3 CENTER STILE SECTIONS 18' 1 SECTION 21' 1 OUTSIDE 0' 3 SECTIONS 18" 2 SECTIONS 21'1 HANDLEI 1 � - 11 MIA El I I IN Im 1017�117rml ' Ell M�nll '-1 v'_v 1 NIA MIMI STILE \I LOCK BAR GUIDES 4 L WITH (4) 14 XN5/8'LE SMS u Q 18T X .eW LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR CENTER STILES OUTSIDEOPTIONA LOCK LOCK BLOOKING M KEYED G SHOWN ®®® 5 ALT. TO LOCKS SHOWN ABOVE IT m L 8'-0" TO 9'-10" DOOR WIDTHS 10'-0" TO 11.-10" DOOR WIDTHS 6 REFER TO SHEET 2 FOR U-BAR PLACEMENT INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DAB DOORS INC. Hurricane Master® Model 824/811 Max. Size 16'-2" X 16'-0" Hjgh With Window Lite Option DESIGN PRESSURE RATING - + 48.0 PSF - 52.0 PSF GENERAL NOTES - SCHEDULE 'A' 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 2 g$ f( 3 CENTER STILES CONRGURATIDN REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING 9 Z1 DOOR WIDTHS 10 OF CENTER SMM HIGH VELOCITY HURRICANE ZONE. 81-0" To W-10' 2 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL - - 1T 0' TO 13-10" 3 DRESSING OR STUCCO. 0 14'-0' To S' 0-1 4 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 5 i3 d ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL ® ®®®®®' 5. A LOAD DURATION. INCREWI:IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Hb,Enjr mu,CIVIL mtODlK9'RBV198P��14'-0° TO 15'-10�-0° TO 15'-105 C.A.N. FLJL PE WeQ2Cc& DOOR WIDTHS r7.0«BSa ® ® ® ® ® ® ® ® ® ® 12'-0' TO 13'-10" �15'-11" TO 16'-2�-11" TO 16'-2- DOOR WIDTHS DOOR WIDTHS rawing no. 98—OFJ z z i z i Q a , =e 1 Fe = I V 1 £'. � aFi s a� r� F� �P �o K a � i .. N W P p ♦ V m � N P lm c� f:�p fN imam. o I Cu 1 4 L O a dare D2_ 98 revisions: 24 GA. ROLL FORM¢D STEEL SECTIONAL GARAGE DR AL-FAROOQ CORPORATION a'OD I DAB DOORS INC. ENGINEERS& PRODUCT DEVELOPMENT a N , 1235 S.W. 87 AVE f dr. by. y{pR�p 12195 N.W_ 98 TH. AVE. MIAMI, FLORIDA 33174 o O HIALEAH GARDENS, FL 33018 TEL (305) 264-SUM FAX(305)2628975 C O1 abk by. N 10.13.11 NO CKL,= INS S}EE7 TEL () 556 — 6624 GARAG 98-2SDAB 'm[Bi�u7rtxrrrstr .� 4 18 G4. X 2-1/4" X 3/4" X 2" GALV. STEEL 11 BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO #14 X 5/8" S.M.S. AND TO END STILE W/ FOUR J14 X 3/4" SELF DRILLING S. 1/2" X 1-3/4" X 16 GA OPEN TUBE 0 TOP 4c BOTTOM OF EACH PANEL 1° S.M.S, m 45" O.C. WEATHERSTRIPPING 1ST SECTION (BOTTOM) REINFORCING STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1-5/8" LAG SCREW FULLY THREADED)) HEX WAS ER HEAD TYPE A SOUTHERN PINE 0.55 S.G. 1-3/18" 1.9" X 2.19" X 3.3E X .090' STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 16 GA. X 2-1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 3/8" S.M.S. AND TO END STILE W/ FOUR 9 14 X 3/4" SELF DRILUNG SCR. INTERMEDIATE sEcTITINs REINFORCING VAL STOP MOULDING OR INSTALLER 14 X 5/8" SMS PER HINGE 1/2° X 1-3/4" X .058E FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/16" POP RNETS 1-7/8" X 2-5/8' X .049E STEEL CENTER STILE, GLUED AND RIVETED ITO PANEL W/ (4) 3/16" RIVETS POP N 14 X 5/8" S.M.S. 4/ HINGE USE REINFORCING 'U' BAR AT TOP SECTION ONLY AT FOUR SECTION DOORS 24 GA. STEEL PANEL � 4" aID a FLAPS BENT OVER PANEL k o 1/2" PUNCHED HOLES/i 0 4" O.C. VV G a� a Q�ileAi2 v i 3/16" POP RIVETS - AT 4" O.C. (8 FOR 21" STILES 5; FOR 18' STILES 18 GA. X 2-1/4" X % 2° M M CALV. STEELU.BAR REINFORCING TRUSS i TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO 14 111 X 5/5" S.M.S. AND TO END STILE END STILE W/ FOUR 8 14 X 3/4" SELS DRILLING SCR. .024" STL. PANEL N W m o I TOP SECTIO OUTSIDE OF DOD " O Z a % 2" X 2-1/2° % .049E STEEL STILE, CONNECT TO PANELS WITH �— AND (S) OR (6) 3/16' AUJM RIVETS DETAIL VE SOLD BRASS DOOR MEWER EDGE BY 'SCHLAGE SECURITY HARDWARE' Q DISTANCE INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE *S1 POSITIONED AT EYE LEVEL o 7-1/2' x .EEL INTERIOR SIDE J STEEL TRACK CALK STEEL 7-i/2" X .071E 14 GA X 2-1/8" X 1' (STANDARD) CENTER HINGE END ROLLER HINGE 12 CA. X 3-5 AISS X 1-1/2' (OPTK)NAL) 7/8" PUSHNUi 1.82E DIA X .50E STEEL ROLLERS FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 1.82° DIA. X .50E PLASTIC ROLLERS OP' W/ 1/4-20 X M.S.TRUSS UTD. 2.75E DIA. X .50" STEEL ROLLERS (OP' SLOTTED . &PACK NUT SECTION B-B WITH 4-1/4 POWER -BOLT BY 'POWERS' 2 MIN. EMBED INTO GONG. 2" MIN. EDGE DIST. ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACING . ' Epg1: JAVAD NAfI CIVIL" FLA. PE g 70592 1/4-20 NUT SS BOLT CA. I•'J97U � 1 I• Hit PRODIJCiamswrwmNf�wrl dwft f44 1-1 Accipiw .� > 08 : 6�ba /5 aX drawing no. M cam, 98-05 RIVETS SECTION A —A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES 5/16" X 1-5/8' LAG SCREWS 1— WOOD OR 2-3/4" X 5-1/2" X 3" X .104" STEEL '� 5/16" SLEEVE ANCHORS .GALV. TOP ROLLER BRACKET WITH 1-1/4" EMBED INTO MASONRY) FASTENED W/ (6) # 14 X 5/8" S.M.S.- " 3 PER BRACKET 090 THK. GAILY. STEEL ADJUSTABLE _ SLIDE FASTENED TO. BRACKET 2_1/2" X 4-1/4" % 13 GA. STEEL PLATES M8 X 3/4" HEX HEAD WELDED TO 1-1 2 X 1-1/2" X 14 GA. ANGLE /" FASTENED TO TRACK SC M. SCREWS REWS &NUTS. WITH (4) 1/4-20 SS. BOLT & NUTS TOP BRACKET (STANDS) TOP BRACKET OPTIONAL) LOW HEADR OM DOOR IORIZONTAL REINFORCEMENT /2" X i-3/4" X .058' FORMED STEEL iLUED TO PANEL AND FASTENED TO IERRCAL STILES WITH 2" X 5-%2" X A04" 2) 3/18" POP RIVETS g CALV. STEEL FASTENED W/_{4)RILLFR BRACKET FOR LOW HEADROOM DOOR OP71ON HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" MEETING RIB 1.82" DIA. X .50" STEEL ROLLERS W/ .44 DIA. X 5" STEM OPTIONAL INSULATIONS: EPS-EXPANDED POLYSTYRENE DENSITY 1.05 PCF N.OA #07-1107.08 OR ISO-25 POLY-ISOCYANURATE DENSITY - 2.0 PCF N.OA #07-0301.10 OR DENSITY = 0.92 PCF N.O.A. P07-1016.D7 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (6) # 14 X 5/8" SMS MIN..024" ROLL FORMED STEEL PANEL DRAWING QUALRY 0-40 MIN. YIELD STRENGTH - 39 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. DAILY. STEEL BOTTOM BRACKET FASTENED W/ (4) # 14 X 5/8" SMS 1" S.M.S. 0 48' O.C. WEATHERSTRIPPING HORIZ. TRACT( SUPPORT, CENTER SUPPORT REOD. ON DOORS EXREEDING 8 FT. IN HEIGHT II GA. GALV. STEEL TRACK 2 X 2 X 1/0" HORIZ.-1/2" ANGLE SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1-1/2" APART 1!� FIRST AT 3" O.C. REST AT 9" O.C. CONNECTED TO FLAG BRACKET AN W/ 3/8-16 X 3/4" BOLT & NUT AND TO SPRING RAFT GUIDE WITH Z c tt,�pp (2) 1/4-20 X 5/8"BOLT & NUT00 F a ry Qq; O f1 G VERTICAL TRACKJ 2-1/8" X 1" X .080.. SECTION A —A 0 la. V O Q O&ao x 0o Q; O DOOR HEIGHT •SECTION HEIGHTS 1ST 2ND 3RD 4TH 5TH BRA 81 82 B3 B4 95 86 B7 B8 18" N/A 1" 11-3/4'M 45" 56" 67" - 6'-6° 21' N/A 1" 11-3/4" 45" 56" 67' - 7'-0" 21" M N/A 1" 11-3/4" 45" RA' 67' - 7'-6" 18" 18" 1° 11-3/4" 45"8'-0" 21" 21' 1°11-3/4" —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 Ff. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. RACK X 3.3" X .090" (RACK BRACKETS 3" HIGH ,FED TO TRACK WITH 4' BOLTS & NUTS. �CAE,°83892 ti M 0 s � , drawing 98-05 a G N i 1-1/2" MIN. - - 1 E DIST. f 0 i 1/4' DIA. LAG SCREWS 2�, :.;4�AT 8" FROM ENDS WOOD AND 11" O.C. MAX. WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOLID lTY NOT LESS THAN (3) 2X8 PRESSURE TREATED GRACE 2 SYP OR BETTER WOOD STUDS. STUD WALLS TO BE COW. FROM FOOTING TO TIE BEAM ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE SUPPORTING STRUCTURE. TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE TREATED 2X8 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONIC, COLUMN WITH 1/4' ULTRACON BY 'ELCO' WITH SPACING OF 12' O.C. INTO BLOCK WALL, WITH 2-1/4" MIN. EMBED 9" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN, EMBED 2-1/2" MIN. EDGE DISTANCE 1/4' TAPPER BY 'POWERS' WITH SPACING OF 8" D.C. INTO BLOCK WALL, WITH 1-1/2' MIN. EMBED 9" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 3' MIN. EDGE DISTANCE 3/8• CONFLEX BY 'ELCO' OR 3/e° LOT BY 'ITW' WITH SPACING OF 21" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8' HLC SLEEVE BY 'HILM' WITH SPACING OF 1D" O.C. INTO BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4' MIN. EDGE DIST. I " O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4' MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR B 5 BARS EXTENDING INTO FOOTING AND IRM TIE BEAMS ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS 0 T u ti c m Z nL 0k me u5 Q `c Q7 � a1/4" DIA. LAG SCREWS a ,1 AT 6" FROM ENDS d AND 11" O.C. MAX. C v pIL<o� � ca I. LLz a b1E 0 5/16' X 1-5/8- LAG SCREWS AT STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM • 8/18" CIA. BOLTS WASHER & NUT AT 12" O.C. MAX. ANCHOR SPACING ANCHORS 1 STRUCTURE EMBED SPACING EDGE DIST. 3 8 HLC SLEEVE BY HILT] CONO. 1-1 4 8' 2' 3 B HLC SLEEVE BY 'HILTI FILLED BLOCK 1-1 4' 4" 3 8 DYNABOLT BY TM'' CONC. 1-1 2 g• 3° 1 2' OYNABOLT BY 'ffW' FILLED BLOCK 1-7 B B" -9/5- POWER -BOLT BY POWERS CONC. 2" 8" 2' 3 8 SLEEVE -ALL BY SIMPSONS CONIC. 1-1 2 8" 13" 1-1/2" 1-1/2" ~-CONT. 4STEEL AN/GLE% 14 GA 1-1/2" 12 GA GALV. STEEL FIAT BRACKETS t3" LONG AT 12' O.C. IN DOOR OPNG. AT 18" O.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE 2_1/e" x 1• y ALTERNATE TRACK INSTALLATION ugr..WVAO CN FIA. 4 s co U � 1ri N Z m CONCRETE f'c 3000 PSI MIN. a Q Z G-90 GROUT FILLED BLOCK Pm - 2000 PSI MIN. � 0 GA. HD. .mL PRODUC{'itEvIllm I� memm0y*Wfib&Flame• g I Iw 12- 1% 09 01 BY drawing no. Pn.luaGeaof 98-05 11 IT DOOR PANEL * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 Ir—.500 250 �mu 24 GA. (.024) STEEL MIN. SEE EVIDENCE PAGE C F 7/16" DW. WASHER OPTIONAL WINDOW LITES IN ANY LOCATION 1.765 1.725 � o 1,144 1 #8 11 3/4" sNs ®3/8" FRON ENDS AND 7" O.C. MAX 21 3/4" MAX. WOW. WIDTH II .176 Fes-- b--�800 ot M a G w M Q a< p "� 1 I i I I :I: I IIII ' I� (4) #8 X 3/4" SMS O 1-3/8" FROM ENDS AND 8-1/2' O.C. MAX tE © e= 18 1/8" o MAX. io J \ D.L.O. c * EXTERIOR FRAME N INTERIOR FRAME RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION 0 °a MIX N a r of i'3' III 1 Pi 1 ul 2 ^elI W � L I� lil lifl - 175 X .062 DEEP A 'JEP O i!0 GROOVE II11 I:I Ijlj IIII j i j 4L INNOVATIVE SA8 CTIVE PLASTICS multi � DD p 1 1• jIl:I' NOA 6 m eOB03a Tij 4' II O II H I I Z 00p In g Z II Ix ljll IIII & O Z OU, V IIII N O Illi I 1 175 X .062 DEEP 0311 Fm Elivim GROOVE _- 1�I� (4) #8 X 3/4' I .i; l j l l 1 SMS D 1-3/8" FROM ENDS AND 8-1/2' O.C. MAX. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH WINDOWS o 0 1 #8 X 3/4' SMS AND 4 1/2' D.C. MAX. �GROOVE .062 DEEP '-,,88 X 3/4" SMS i _ Ulcl"1'"I"I"I sJ O 3/8' FROM ENDS - _ AND 7' O.C. MAX F--------- , 7/16" OIA WASHER -......... - - - - - ............... ---- - - - - - - FLA. Pig 70592 PROMXTAEVISBD 1.C�,;53D amoomoyWwhbtbol7amm o 1 AaoW ovvN* Z- ►1 .v8 a DOOR PANEL EXTERIOR 6i ° is, 24 GA (.024) STEEL MIN. ' 1R PANEL 15/16' MIN. D.L OPG. ^ + BY drawing no. CA. (.024) STEEL MIN, GLAZING BITE �0 MO+�a �xcn *� 98-05 WINDOW WIDTH sheet 6 Of 6