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[Page Too Large for OCR Processing] / ao5Z.7 RECEIVED NOV 22 2011 = COMcheck Software Version 3.8.1 CITY OFTIGARD = Envelope Compliance Certific N INGDIVISION 2009 IECC - .._ 1: Project Information ._......_ ..... Project Type: New Construction Project Title : Red Rock Construction Site: Owner /Agent: Designer /Contractor. 72nd and Durham Section 2: General Information Building Location (for weather data): Portland, Oregon Climate Zone: 4c Building Type for Envelope Requirements: Non - Residential Activity Tyoe(s) Floor Area space a (Healthcare- Clinic) 3584 space b (Office) 1740 space c (Office) 1740 space D (Healthcare - Clinic) 3445 Unspecified 0 Unspecified 0 • Section 3: Requirements Checklist Ern/elope :TBD Climate- Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R•Value U- Factor U- Factorte) Perimeter (a) Budget U- factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: ▪ 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor - permeable wrapping material installed In accordance • with the manufacturer's installation instructions. o 2. Windows, doors, and skylights certified as meeting leakage requirements. o 3. Component R- values & U- factors labeled as certified. o 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. o 5. 'Other' components have supporting documentation for proposed U- Factors. • o 6. Insulation installed according to manufacturer's instructions, In substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. o 7. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings In the building envelope are equipped with motorized dampers. o 8. Cargo doors and loading dock doors are weather sealed. o 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283, are sealed with gasket or caulk. • 10.Building entrance doors have a vestibule equipped with closing devices. Exceptions: Building entrances with revolving doors. I] Doors that open directly from a space fess than 3000 sq. ft. in area. Project Title: Red Rock Report date: 04/11/11 Data filename: Untitled.cck Page 1 of 7 COMcheck Software Version 3.8.1 Mechanical Compliance Certificate 2009 IECC Section Information ........ . ................ . ........ .... .. _ ...._...... Project Type: New Construction Project Title : Red Rock Construction Site: Owner /Agent: Designer /Contractor: 72nd and Durham Section 2: General Information Building Location (for weather data): Portland, Oregon Climate Zone: 4c Section 3: Mechanical Systems List Quantity System Typ.t& Description 1 Space A (Single Zone) : Heating: 1 each - Central Furnace, Gas, Capacity = 125 kBtu /h, Efficiency = 80.00% Et Cooling: 1 each - Rooftop Package Unit, Capacity = 102 kBtu/h, Efficiency = 11.00 EER, Air - Cooled Condenser, Air Economizer 1 Space C (Single Zone) : Heating: 1 each - Central Furnace, Gas, Capacity = 72 kBtu/h, Efficiency = 80.00% Et Cooling: 1 each - Rooftop Package Unit. Capacity = 60 kBtu/h, Efficiency = 13.00 SEER, Air- Cooled Condenser, Air Economizer 1 Space D (Single Zone) : . Heating: 1 each - Central Furnace, Gas, Capacity = 125 kBtuTh, Efficiency = 80.00% Et Cooling: 1 each - Rooftop Package Unit, Capacity = 102 kBtu/h, Efficiency = 11.00 EER, Air - Cooled Condenser, Air Economizer 1 Space B (Single Zone) : Heating: 1 each - Central Furnace, Gas, Capacity = 72 kBtu/h, Efficiency = 80.00% Et Cooling: 1 each - Rooftop Package Unit, Capacity = 60 kBtu/h, Efficiency = 13.00 SEER, Air - Cooled Condenser, Air Economizer Section 4: Requirements Checklist Requirements Specific To: Space A : gi 1. Equipment minimum efficiency: Central Furnace (Gas): 80.0 % Et (or 78% AFUE) 2. Equipment minimum efficiency: Rooftop Package Unit: 11.0 EER 0 3. Cooling system provides a means to relieve excess outdoor air during economizer operation. 4. Integrated air economizer required Requirements Specific To: Space C : ag 1. Equipment minimum efficiency: Central Furnace (Gas): 80.0 % Et (or 78% AFUE) r 2. Equipment minimum efficiency: Rooftop Package Unit: 13.0 SEER 3 3. Cooling system provides a means to relieve excess outdoor air during economizer operation. 0 4. Integrated air economizer required Requirements Specific To: Space D : ® 1. Equipment minimum efficiency: Central Furnace (Gas): 80.0 % Et (or 78% AFUE) 2. Equipment minimum efficiency: Rooftop Package Unit: 11.0 EER . a 3. Cooling system provides a means to relieve excess outdoor air during economizer operation. 71 4. Integrated air economizer required • Project Title: Red Rock Report date: 04/11/11 Data filename: Untitled.cck Page 2 of 7 • Requirements Specific To: Space B • rg 1. Equipment minimum efficiency: Central Furnace (Gas): 80.0 % Et (or 78% AFUE) Qs 2. Equipment minimum efficiency: Rooftop Package Unit: 13.0 SEER 3. Cooling system provides a means to relieve excess outdoor air during economizer operation. 4. Integrated air economizer required Generic Requirements: Must be met by all systems to which the requirement Is applicable: yirj 1. Plant equipment and system capacity no greater than needed to meet loads . ❑ Exception: Standby equipment automatically off when primary system is operating D Exception: Multiple units controlled to sequence operation as a function of load - - - - 4m 2. Minimum one temperature'control device per system 3. Minimum one humidity control device per Installed humidification /dehumidification system ga 4. Load calculations per ASHRAE/ACCA Standard 183 (a 5. Automatic Controls: Setback to 55 °F (heat) and 85 °F (cool); 7-day dock, 2 -hour occupant override, 10 -hour backup ❑ Exception: Continuously operating zones ❑ Exception: 2 kW demand or less, submit calculations Id 6. Outside -air source for ventilation; system capable of reducing OSA to required minimum Qi 7. R -5 supply and return air duct insulation In unconditioned spaces • R-8 supply and return air duct insulation outside the building .R-8 insulation between ducts and the building exterior when ducts are part of a building assembly ® Exception: Ducts located within equipment . 0 Exception: Ducts with interior and exterior temperature difference not exceeding 15 °F. ❑ 8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment - git 9. Ducts sealed - longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or ,181B tapes and mastics ❑ 10.Hot water pipe insulation: 1.5 in. for pipes < =1.5 in. and 2 in. for pipes >1.5 in. . Chilled water /refrigerant/brine pipe insulation: 1.5 in. for pipes < =1.5 in. and 1.5 in. for pipes >1.5 in. Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. for pipes >1.5 in. ❑ Exception: Piping within HVAC equipment. ❑ Exception: Fluid temperatures between 55 and 105 °F. • ❑ Exception: Fluid not heated or cooled with renewable energy. ❑ Exception: Piping within room fan-coil (with AHRI440 rating) and unit ventilators (with AHRI840 rating). ❑ Exception: Runouts <4 ft in length. • 11.Operation and maintenance manual provided to building owner 12.Therrnostatic controls have 5 °F deadband ❑ Exception: Thermostats requiring manual changeover between heating and cooling ❑ Exception: Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction. • 13.Balancing devices provided In accordance with IMC (2006) 603.17 ❑ 14.Demand control ventilation (DCV) present for high design occupancy areas (>40 persoN1000 ft2 in spaces >500 ft2) and served by • systems with any one of 1) an air -side economizer, 2) automatic modulating control of the outdoor air damper, or 3) a design outdoor airflow greater than 3000 cfm. ❑ Exception: Systems with heat recovery. .0 Exception: Multiple -zone systems without DDC of individual zones communicating with a central control panel. ❑ Exception: Systems with a design outdoor airflow less than 1200 cfm. ❑ Exception: Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. ❑ 15.Motorized, automatic shutoff dampers required on exhaust and outdoor air supply openings • ❑ Exception: Gravity dampers acceptable in buildings <3 stories ❑ Exception: Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are interlocked with fan • ❑ 16.Automatic controls for freeze protection systems present ❑ 17.Exhaust air heat recovery Included for systems 5.000 cfm or greater with more than 70% outside air fraction or specifically exempted ❑ Exception: Hazardous exhaust systems. commercial kitchen and clothes dryer exhaust systems that the International Mechanical • Code prohibits the use of energy recovery systems. ❑ Exception: Systems serving spaces that are heated and not cooled to less than 60 °F. . ❑ Exception: Where more than 60 percent of the outdoor heating energy is provided from site - recovered or site solar energy. • ❑ Exception: Heating systems in climates with less than 3600 HDD. • Project Title: Red Rock Report date: 04/11/11 Data filename: Untitled.cck Page 3 of 7 . • • • • • 0 Exception: Cooling systems in climates with a 1 percent coding design wet -bulb temperature less than 64 °F. 0 Exception: Systems requiring dehumidification that employ energy recovery in series with the cooling 0 Exception: Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and • makeup air volume to 50 percent or less of design values or, a separate make up air supply meeting the following makeup air . . requirements: a) at least 75 percent of exhaust flow rate. b) heated to no more than 2 °F. below room setpoint temperature, c) cooled • — to•no•lower than 3 °F above room setpoint temperature, d) no humidification added, e) no simultaneous heating and cooling. • Section 5: Compliance Statement • • . Compliance Statement: The proposed mechanical design represented In this document Is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2009 IECC requirements in COMcheck Version 3.8.1 and to comply with the man.. o req • - . • F' n the - equirements Checklist. Name -Title • • a ure Dat • • • • • • • • • • • • • • • • • • • • • • Project Title: Red Rock Report date: 04/11/11 Data filename: Untitled.cck Page 4 of 7 • • 44.. j.C2,0 I I- &OS 2 7 �`i%�- 1 VED 1. 2023 SW 70`' - " ,4 ve_ NO V 2 2 2 011 Table 2 - AIIRI COOLING RATING TABLE NOM. NET COOLING CITY � F TIGAk COOLING TOTAL POWER 3 U� c DIV[$�p UNIT STAGES CAPACITY CAPACITY ( ) SEER ■�V (TONS) (MBH) 1. ,---> A04 1 3 34.6 3.1 13.0 11.00 N/A A05 1 4 45.0 4.0 13.0 11.00 N/A ._> A06 1 5 59.0 5.5 13.0 10.75 N/A A07 1 6 70.0 6.4 N/A p1k00 11.2 A08 1 7.5 88.0 8.0 N/A V-r, „_ 11.2 A09 1 8.5 97.0 8.8 N/A 11.00 11.2 Al2 1 10 117.0 10.6 N/A 11.00 11.2 COOLING NOM. NET COOLING TOTAL POWER UNIT CAPACITY CAPACITY ( IN ) SEER EER IEER K STAGES (TONS) (MBH) DO8 2 7.5 83.0 7.5 N/A 11.00 11.7 D09 2 8.5 99.0 9.0 N/A 11.00 11.7 C.) D12 2 10 114.0 10.3 N/A 11.10 11.8 ~ 014 2 12.5 140.0 12.9 N/A 10.80 11.0 c ct D16 2 15 174.0 16.1 N/A 10.80 11.7 LEGEND NOTES: AHRI - Air Conditioning, Heating and Refrigeration 1. Rated in accordance with AHRI Standard 210/240 or Institute Test Standard 340/360, as appropriate. ASHRAE - American Society of Heating, Refrigerating 2. Ratings are based on: and Air Conditioning, Inc. Cooling Standard: 80`F (27 °C) db, 67 °F (19 °C) wb EER - Energy Efficiency Ratio indoor air temp and 95`F (35 °C) db outdoor air temp. IEER - Integrated Energy Efficiency Ratio IEER Standard: A measure that expresses cooling SEER - Seasonal Energy Efficiency Ratio part-load EER efficiency for commercial unitary air conditioning and heat pump equipment on the basis of weighted operation at various load capacities. r __. __.. ..'.. 3 . All 48TC units comply with ASHRAE 90.1 Energy ;AS Standard for minimum SEER and EER requirements. C I V S t 'l n .X/ ` v� ( : I + 4. 48TC units comply with US Energy Policy Act (2005). 41) US . COMPLIANT To evaluate code compliance requirements, refer to state and local codes. Amrs CERTIFIED_ • Uu a Ti. MIRI cam4a TM Meet .drag. • p•rtkp4bn n IM (1°QHfn F01 n to. rd Mi d gaMLMi, d.dmWYll Radudc °a to 'rm. •MI•a.G'nry mg. I 8 Table 4 - HEATING RATING TABLE - LOW NO GAS LOW NOx HEAT EXCHANGER TEMP RISE THERMAL AFUE UNIT HEAT INPUT / OUTPUT INPUT / OUTPUT STAGE 1 (MBH) STAGE 2 (MBH) (DEG F) EFFICIENCY ( %) ( %) . • LOW - -- 60/47 20 -50 81% 80.6% 04 MED - - - 90 / 72 30 - 60 81% 80.6% m HIGH - -- - -- 10 LOW - - - 60 / 47 20 - 50 81% 80.6% .e a 05 MED - - - 90 / 72 30 - 60 81% 80.6% d rn HIGH - -- 120/97 40 - 70 81% 81.5% e N LOW - -- 60/47 15 - 50 81% 80.6% 06 MED - - - 90 / 72 25 - 60 80% 80.6% HIGH - -- 120/97 35 - 70 80% 81.5% C ...... LOW - -- 60/47 20 - 50 81% N/A 04' MED - - - 90 / 72 30 - 60 81% N/A HIGH - - - - - - - - - al F U - a LOW - - - 60 / 47 20 - 50 81% N/A 05 MED 90 / 72 30 - 60 81% N/A co o a d HIGH - -- 120/97 40 -70 81% N/A L 1- LOW - - - 60 / 47 15 - 50 81% N/A 06 MED - - - 90 / 72 25 - 60 80% N/A HIGH - - - 120 / 97 35 - 70 80% N/A NOTE: 1. Units meet California's South Coast Air Quality Management District (SCAQMD) Low -NO emissions requirement of 40 nanograms per joule or less. Table 5 - SOUND PERFORMANCE TABLE UNIT COOLING OUTDOOR SOUND (dB) STAGES A- WEIGHTED 83 125 250 500 1000 2000 4000 8000 A04 1 80 90.6 80.9 80.2 76 74.6 71.3 68.5 63.9 A05 1 81 90.9 84.6 79.5 77.9 76.5 71.1 66.9 62.5 A06 1 78 84.0 82.2 76.3 74.8 72.5 68.8 65.6 61.8 A07 1 78 88.8 81.8 76.9 74.4 73.3 69.8 66.3 62.7 A08 1 82 90.1 82.6 81.0 79.4 77.0 73.0 70.4 66.7 008 2 82 85.8 84.3 80.5 78.7 76.4 72.7 68.3 65.1 A09 1 83 91.2 86.4 81.9 81.0 78.3 73.9 71.4 67.3 D09 2 82 88.6 85.0 81.6 79.5 77.4 74.1 71.0 66.3 Al2 1 82 88.6 85.0 81.6 79.5 77.4 74.1 71.0 66.3 D12 2 82 89.0 83.1 80.5 78.5 75.5 71.6 69.6 69.3 D14 2 87 87.0 85.2 84.6 84.9 82.2 78.4 75.3 72.9 D16 2 87 87.0 85.2 84.6 84.9 82.2 78.4 75.3 72.9 LEGEND NOTES: dB - Decibel 1. Outdoor sound data is measure in accordance with AHRI standard 270 -2008. 2. Measurements are expressed in terms of sound power. W Do not compare these values to sound pressure values because sound pressure depends on specific environ- mental factors which normally do not match individual applications. Sound power values are independent of Q "y the environment and therefore more accurate. 3. A- weighted sound ratings filter out very high and very low frequencies, to better approximate the response of "average" human ear. A- weighted measurements for Carrier units are taken in accordance with AHRI stand- ard 270 -2008. I 10 CURBS & WEIGHTS DIMENSIONS - 48TC 04 -07 (cont.) STD UNII CORNER CORNER CORNER CORNER C.G. HEIGHT 0)111 WEIGHT WEIGHT ;.A; WEIGHT T81 WEIGHT (CI 'WEIGHT ;D) L3S. HG. LBS. HG. LBS. Y.G. LBS. KG. LBS. KG. A Y 1 48TC, -A04 483 219 111 50 1 25 57 131 59 I16 53 39 (9911 ?3 (5841 16 3/5 [4161 ,48TC -A05 537 244 124 56 139 63 145 66 1 ?9 59 39 (9911 23 [5841] 17 ( 48TC -A06 569 255 131 59 14/ 67 154 70 131 6? 39 (9911123 1584) 1! 1/4 14381 48TC-A01 652 I 296 150 58 169 I 76 176 80 I51 1) 39 I9911123 (5841 20 1/6 (5111 `STANDARD UNIT WEIGHT IS WITH LOW HEAT S 'WITHOUT PACAAGING. FOR OPTIONS S ACCESSORIES. REFER TO THE PRODUCT DATA CATALOG. CORNER 4 CORNER 9 0 ll!! it . ' , ' , ' , . .‘ 1 , a, 1 /1) . 06 _ . c..) ‘__. I t ii ,.____, I._ co .„....., rr �• • s o o o . I . i. ( 1: : o o p ___l • CORNER 0 i CORNER C FRONT 10' A10485A Fig. 2 - Dimensions 48TC 04 -07 _ /" s� C ,/ \'� :N / •. A C08337 Fig. 3 - Service Clearance LOC DIMENSION CONDITION 48 -in (1219 mm) Unit disconnect is mounted on panel A 18 -in (457 mm) No disconnect, convenience outlet option 18 -in (457 mm) Recommended service clearance 12 -in (305 mm) Minimum clearance 42 -in (1067 mm) Surface behind servicer is grounded (e.g., metal, masonry wall) B 36 -in (914 mm) Surface behind servicer is electrically non - conductive (e.g., wood, fiberglass) Special Check for sources of flue products within 10 -ft of unit fresh air intake hood C 36 -in (914 mm) Side condensate drain is used 18 -in (457 mm) Minimum clearance 48 -in (1219 mm) No flue discharge accessory installed, surface is combustible material D 42 -in (1067 mm) Surface behind servicer is grounded (e.g., metal, masonry wall, another unit) 36 -in (914 mm) Surface behind servicer is electrically non - conductive (e.g., wood, fiberglass) Special Check for adjacent units or building fresh air intakes within 10 -ft of this unit's flue outlet 19 4 CURBS & WEIGHTS DIMENSIONS - 48TC 04 -07 (cont.) NOTES: 1. Roof curb accessory is shipped disassembled. ROOFCURB 2. Insulated panels. • ACCESSORY A UNIT SIZE 3. Dimensions in ] late in millimeters. 4. Root curb: galvanized steel. t -2 _ 5. Attach ductwork to curb (flanges of duct rest on curb). CRRFCURB001A01 [ 48TC ( g H A04 -A07 6. Service clearance: 4 on each side. CRRFCURBOO2AO1 1 7. YTTY • Direction of airflow. 8. Connector package CRBTMPWROO1A01 is for thru -the -curb type gas. CRBTMPWR003A01 is for thru- the -base type gas connections. CONNECTOR D ALT ACCESSORY PKG.ACCY. B C DRAIN GAS POWER CONTROL POWER HOLE CRBTMPWROO1A01 ,V. (tg] 1 g''hA" 1' - 4" 1 •+ /: NPT ow ( 1 /7 [12.7] 1 /r [12.7) CRBTMPWR003A01 (551] [406] (44.5] , /2 (127) NPT NPT NPT NPT 0 I C cc 1 C .,,' ‘, _ 2, � I 1 1 5 II IPIIT 1 / ry 04( 0 GASKET (76) (SUMPLIEO WI TH CU)BI j TYPICAL (4) SIDES (6.31 COUITER FLASHING 1 --- IIIIIIIIIIIM:=1 '''' /FIELD pI[7 PL 1ED) . \ (FIELD SLPPLIEOI -� . F \ (F1E1n SUPPLIED/ O -1• _ _ _ \ CANT STRIP ( 761 RETURN AI (FIELD SWPL IUD El I ' 0 OPEN (HO 2' -7 9/9' ` M ROOFING MATERIAL SECTION "C -C' I ' IFI E) SUPL I ED] 4 1-1 7/16' T H R c I (3.11 I1 I I I -- -- \ - 1 RIGID (P91 N 0'-0 7/16 _ ' 6(6(0 I ID S IPPL TI (111 ' -7 13/1 1 •I I/O • 0'-0 7/16 / (BOLT HEADS) (SO4) 133A/ (III / 0'• 030L IEAD9) 1761 / OPENING FOR BASEPAN ENTRY 0'-0 7/16 3' -0 0'-0 7/16 / SERVICE (SEE NOTE .B) - (111 (914) III) / 0' -2 1/7' A f IBM MEADS, (BOL T TENS, t A 164) / / 0'-3 I /A' 1031 � / SEE NOTE .2 Apik el / / GAS SERVICE / (SEE 707E .e) 1• -4 13/16 , / �,. 0' -0 1/4')7] I_ o / 1115100 /\((51101 0'- 71/ 0' -4 I / e 1 \1 ie. \ fl/ (1 ,5.5) 0 ' ;.1 Tv (7� ct SIPPLT AIR RETU4I AIR. 2 3 /B • O 6,13:47.110 in32LTD7`C / 1611 V VI "A -A' \ HEAD OF BOLT TO IX ON - ! 11114111411114414114 li e , INSIOE OF FLANGE 444 :181 7 ISO 'iT,. (1705) Typical alma Lau .OAA dc. . 3-0 15/16 .REF I t / + 476 ' 1 i • -, Y 177. ALL CORAERS/ �' �� SEE VIEW 'B C10312 Fig. 4 - Roof Curb Details 20 II ..p = • O . A4 (( a • SUBMI'T'TAL.. REVIEW CEPTIONS AS NOTED ❑ REJECTED,RESUBMIT l 0 EXCEPTIONS TARN ❑ SEE ATTACHED COMMENTS Corrections to comments made to the shop drawings during this review do not relieve contractor from compliance with requirements of M the drawings and specifications. This check is only for review of general conformance with the design concept. of the project and . nc t compliance with the inicrmation given in the contract o Q ents. The contractor is responsible for confirming and i N. vriteation all quantities and dimensions; selecting Lthrcatiun I N asses and techniques of construction; coordinating his work _p? i'h jr, !- tt;a and 1%-.1 � of all other trc�:�;; and porforrning his work in a sale :� 4 factari manner. 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IL!... . r .. � y'r 't.....+. �'= ^a...O.w• ...f.....•�•e� Mb r n. r r.w al• nr�r r....r a *or• Ir •r � p[5p r ..1_n - mom 1:1•3 Po* nl • YI) • ..a •. ra •.wrra.. • .a.. .....e.. .ar i.......... ,•...•... 1+wrae4wis / • b .. mm Wm .... ..�. ..2..•.r...... • + w . .• .. ~ III • +........ _ ....... -. r- ..•. Amp 1,. ...... DESIGN IS 'olio !' ,g - • .•.•..•. • x...•r..we e. .....• I ... n.re.......Y....Y.. ..... �.......r. to ICON." I0 SM.. l . I t��,I + •1 • . a._ .......•w.�r. .�i w .•'I. I'. - ' ...r r...r �..w.rr wo � I.. tai --- .77 r]. ..... /� �\ 2 . • K. - Y.-.- _ _.w.r. r... -. ...• ••••••••• ......... • " . ,. .r.tet Yw.e„ �. ::, m••w.r Pee • • 17 .s. s„,....... • .• e ... .a..:... .;•, mom ...r.,..eY`•`.�:.4.aa.Z.1ar-'- WEB . n .. n A . . - m 1 . •!m =„ - . ....•. •e. e: • ■ � ... ..... ••••••• r .... ••-. ■ r , • •• ..... • r ........ ^• 1RLR-IP2rti O F.N.�' r2ditO_m JOEL/C1 std0.ffi ' 1 .4. 1m:. T • %•11 ... r +' . . .....•.- ...... •., w.r ..• • ;L'Ea '"n,' • - nC .. — - r ..,..............1...• l5 mes.. 1059 e • • .............. J.. w an WM.. ere W 24.111 ve . .. • N P M. eJ • Y n4 •.. ,., rr.1., w _- • • • • • • • I • • i . • • • WEB JOIST Job No. 1-11-0059 ' d 2 0' - F 14 ReGJ 0 . I - , -:112.0 L:.. Ft. By: L5 Type: E :: "ii,. cut Tent = 27'- .75('° ? / / g �15/li 10:36 as Sht. _ o, _ I Job Lame: 20.000' Deep Series 4412 WB -i joist Northwest I Red Rock Center g c �L � E� � 1st � Web Joist orthwe5. Corp. i ..r - Tigard, OR Net = 3/87 OSE PLANT Flange = 2x4 NSR 2100f -1.82 ' MFG. 113 Boravec Road I Chehalis, Wash. 98532 1157 ROOF per 1C.: -ES ESR -2974 Bsn:360 -740 -1173 Fax :748 -6151 100X ALLOWABLE STRESSES: Duration Of . (1 _ 1.15 Load,ng , °CL) 1.,.: Sweet's Joists, Inc. Shear V = 2,760 Lbs. (B) Repetitive Use Factor (RUF) = 1.00 1 118 Borovec Road ' Moment N = 12,325 Ft. -Lbs. ('B) • • Span Defl. Limit LL +DL= L/ 240 LL= L/ 360 SALES Chehalis, WA 98532 Moment Del+. EI = 1,759 x 101 Lb.-In. "2 I Bsn:360 -748 -9376 Fax:740 -4282 Shear Defl. K = 9.50 x'10 "6 Lbs. On Center = 3 32.00° Slope = 0.000 In. /Ft. . 1 Bruce Howard Live Load (LL) and Dead Load (DL) shown are in PSF. i'eaber(s) length and Bearings shown are horie. dimensions. 25.00 LL • 15.00 DL I ' A ' 27'- 6.6 " � I 2.500° ) Span ( 3.750 °) RI Hbr 1 R2 • REACTIONS (Lbs.) : RI = 1,469.4 R2 = 1,463.4 -f - a - - -.. tiSR a SHEAR (Lbs.) f NCMENT (Ft. -Lbs.) i Dist. to I DEFLECTION (In.) & Span Ratio No. f . Left• Right f Left Center Right a 0 Shear a Total Load Live + Dead Live Load -_ a 1 a 1469.44 - 1469.44 a 0.0 10,121.6 0.0 f 165.5° f 0.889 = Li 372 0. = L; 372 0.555 - LI 595 - -a a - f Staap STRESS CHECK; 1 MAXIMUM ACTUAL 1 ALLOWABLE 1 PERCENT 1 ACTUAL /ALLOW = 1 1 STRESS VALUE 1 DESIGN VALUE 1 ALLOW 1 PERCENT USED 1 CONTROLS 1 1 WITH DOL & RUF 1 USED 1 OK if (= 100.00)1 1 Shear 1 1,469.44 0 1 3,174.00 1 1 46.30% 1 1 . Moment 1 10,121.56'1 1 14,173.75'8 1 71.41% 1( -- CONTROL I Deft. LL +DL Span 1 0.389° = L/ 372 1 1.378' = Li 240 ' 64.50 7..1 1 Dell. LL Span 1 0.555° = L/ 595 1 0.918° = L/ 360 1 60.477. 1 1 3rg. Length B RI 1 1,469.44 1 1 2,999.59 0 . 48.991 1 1 Br•g. Length B R2 1 ' 1,469.44 0 3,174.00 0 1 46.301 1 Net Stiffeners at: RI = 2 -2x4's R2 = 2 -2x4's . • ' • • 1 . • • • • • • • WEB JOIST Job No. 1-11 -0059 14 Reqd 0 28.0' = 392.0 Lin. Ft. By: L8 LOAD CHECK ■ " ,, i Type: D Min. tut length = 21' 5.750" 9/15/11 10:35 au Sht. 2 of 13 Job I1ane: 'I 20.000' Deep Series 4412 WEB- joist ' i ' N WEB-i jo st I Web Joist Northwest Corp. Red Rock Center Flange = 2x4 HER 2100f -1.8E 1 AFG. 1 d orovec Road Tigard, OR • Web = 3 /5" DSB l PLANT Chehalis, Wash. 95532 1150 ROOF per ICC -ES ESR -2374 i Bsn:360 - 746 -1173 Fax:748-6151 . Shear ALLOWABLE STRESSES: Duration Of Loading . (DOL) = 1.15 Sweet's Joists, Inc. hear V = 2,750 Lbs. (0) Repetitive Use Factor (RUF) = 1.00 f 118 Borovec Road Ncsent H = 12,325 Ft.-Lbs.' (q) Span Dell. Limit CL *DL= 1/ 240 LL= L/ 360 SALES Chehalis WA 9 85 3 2 Moment Dell. El = 1,759 .r 10 "6 Lb. -In. "2 ' Dsn:360- 745 -9376 Fax:740 -4282 Shear Defl. k = 9.50 s 10 "6 lbs. On Center = 16.00° Slope = 0,000 In. /Ft.l Bruce Howard • - - - - f .. f - .. f POINT LOAD f LOADING OVER LENGTH * --f .. f DIST. FROM f DIST. FROM STARTING LOAD ENDING LOAD f MDR f LEFT END L.L. D.L. f LEFT END L.L. D.L. LENGTH OF L.L. D.L. f MDR No. f OF NOR Lb. L. a OF ODOR PSF PSF LOAD PSF PSF * No. - - - - f l I a f 0'- 0.000° 37.50 0.00 27'- 6.000° 37.50 0.00 f 1 75 Pry WALL -f f f Live Load ILL) end Dead Load (OD shown are in PSF. Hesbcr(s) length and Bearings sheen are horiz. dimensions. 25.00 LL 15.00 DL I- . 1 L 1 ■ 27'- 6.625° ; (2.5rO ) Span ( 3.750 ") RI Mbr . ft2 • REACTIONS (Lbs.) : RI = 1,423.5 R2 = 1,420.9 • f f - - -- . - MDR f SHEAR (Lbs.) a MOMENT (Ft. -Lbs.) f Dist. to .f DEFLECTION (1n.) & Span Ratio No. * Left Right * Left Center Right a 0 Shear * Total Load Live 4 Dead Live Load - - - -f -. f - - -a f I * 1423.52 - 1420.92 f 0.0 9,805.2 0.0 a 165.3° a 0.561 = 1/ 384 0.861 = L; 384 0.694 = Li 475 ---- f f _. Stamp STRESS CHECK: 1 MAXIMUM ACTUAL 1 ALLOWABLE 1 PERCENT 1 ACTUAL /ALLOW = : '1 STRESS VALUE 1 DESIGN VALUE : ALLOW 1 PERCENT USED 1 ' CONTROLS : • 1 WITH DOL & RUF . 1 USED 1 OK if <= 100.002 1 Shear 1,423.52 0 1 3,174.00 0 1 44.85:. : Moment 1 9,805.23'# 14,173.7 I 6 :182 1 Dell. LLfDL Span 1 0.351" = L/ 384 : 1.378" = L/ 240: 62.48X 1 • • : Dell. LL Span : 0.694" = Lr 476 1 0.918° = L/ 360 1 75.582 14-- CONTROL X 1 Brg. Length @ RI 1 1,423,520 1 2,999.59 0 1 47.462 : : Brg. Length @ R2 I • 1,420.92 0 1 3,174.00 @ 1 44.772.2 1 : Web Stiffeners at: RI = 2 -2x4's R2 = 2 -2s4's • • • • • • • WEB JOIST Job No. 1 -11 -0059 Type: C Min. cut length = 25'- 11.750" Job Name: Red Rock Center Tigard, OR 1001 ALLOWABLE STRESSES: Duration Of Loading (DOD = 1.15 Shear V = 2,760 Lbs. (8) Repetitive Use Factor (RUF) = 1.00 Moment H = 12,325 Ft. -Lbs. ('8) Span Del!. Limit LL +01.= L/ 240 LL= L/ 360 Moment Delf. El = 1,759 x 10"6 Lb. -In. "2 Shear Defl. K = 9.50 x 10 "6 Lbs. On Center = 32.00" Slope = 0.000 In. /Ft. POINT LOAD - - - -r * DIST. FROM MBR a LEFT END L.L. No. * OF MBR Lb. ( t - - - -a Live Load (LL) and Dead Load (DL) shown ( 2.500 ") RI REACTIONS (Lbs.) : RI = 1,865.5 R2 = 1,863.5 --- -a- -- - -- a NBR I SHEAR (Lbs.) * No. +. Left Right * - - -a 1 a 1865.46 - 1863.47 * 0.0 11,994.3 ---- a Shear Moment Dell, LL +DL Span Dell. LL Span Brg, length @ RI Brg. Length @ R2 Web Stiffeners at: R1 = 2 -2x4's R2 = 2 -2x4's 19 P.egd @ 26.0' = 494.0 Lin. Ft. By: LS 9/16/11 11:46 an Sht. 3 of 13 MFG. PLANT SALES 20.000" Deep Series 4412 WEB -i joist .Flange = 2x4 NSR 21001-1.8E Web = 3/8' OSB 1157. ROOF per ICCC -ES ESR- 2974 a a a a DIST. FROM D.L. LEFT END Lb. * OF NBR * 0'- 0.000" 14.40 0.00 25'- 8.000" are in PSF. Meater(s) length and Bearings shown 25.00 LL 15.00 DL 25'- 8.625' Span Hbr f x a MOMENT (Ft.-Lbs.) * Dist. to * Left Center Right * t1 Shear * a a 0.0 4 154.3" * LOADING OVER LENGTH STARTING LOAD L.L. D.L. LENGTH OF PSF PSF LOAD 4 Total STRESS CHECK: ; MAXIMUM ACTUAL : ALLOWABLE 1 PERCENT : ACTUAL /ALLOW = : STRESS VALUE : DESIGN VALUE : ALLOW : PERCENT USED CONTROLS WITH DOL & RUF USED : OK if <= 100.002 1,865.46 4 : 3,174.00 8 ; 58.77Z !1,994.34'8 : 14,173.75'8 : 84.622 ;( -- CONTROL X. 0.933' = L/ 331 1 1.286" = L/ 240 ; 72.56X 0.676' = 1/ 457: 0.857" = l/ 360 ; 78.832 1,865.46 0 1 2,999.59 8 ; 62.19Z 1,863.47 8 : 3,174.00 8 1 58.71X Web Joist Northwest Corp. 118 Borovec Road Chehalis, Wash. 98532' Bsn:360- 748 -1173 Fax:748 -6151 Sweet's Joists, Inc. 118 Borovec Road Chehalis, WA 98532 3sn:360 -748 -9376 Fax:740 -4282 Bruce Howard a - - -- a a - - -- ENDING LOAD a L.L. O.L. * MBR PSF PSF * No. * - - -- 14.40 0.00 * 1 are horiz. dimensions. i ( 3.750 °) R2 DEFLECTION (In.) & Span Ratio Load • Live + Dead Live Load 0.933 = L/ 331 0.933 = L/ 331 0.676 = L/ 457 Stamp WEB JOIST Job No. 1 - 11 -0059 19 Reqd 0 26.0' = 494.0 Lin. Ft. D;: LS LOAD CHECK 1 1 Type: C • Min. cut length = 25'- 11.750" 9/16/11 11:49 as Sht, 1 / of /3 Job Naae: 20.000° Deep Series 4412 WEB -i joist Web Joist Northwest Corp. Red Rock Center Flange = 2x4 MSR 2100f -1.8E MFG. 118 Borovec Road • Tigard, OR L Web = 3/8' 0S8 PLANT Chehalis, Wash. 98532 • 1 115" ROOF per ICC -ES ESR-2974 Bsn:360- 748 -1173 Fax:748 -6151 ' 100% ALLOWABLE STRESSES: Duration Of Loading (DOL) = 1.15 Sweet's Joists, Inc. • Shear V = 2,760 Lbs. (9) Repetitive Use Factor (RUF) = 1.00 118 Borovec Road Moment H = 12,325 Ft. -Lbs. ('4) Span Defl. Limit LL +DL= L/ 240 LL= L/ 360 SALES Chehalis, WA 98532 Moment Dell. El = 1,759 x 10 "6 Lb. -In. "2 Bsn:360- 748 -9376 Fax:740 -4282 Shear Defl. K = 9.50 x 10 "6 Lbs, On Center = 16.00° Slope = 0.000 In. /Ft. Bruce Howard * POINT LOAD * LOADING OVER LENGTH * - - - - * DIST, FROM f DIST, FROM STARTING LOAD ENDING LOAD * MBR * LEFT END L.L. D.L. * LEFT END L.L. D.L. LENGTH OF L.L. • D.1, * MBP. No f OF HBR Lb. Lb. + OF NOR PSF PSF LOAD PSF PSF * No. f - - - -f * a - - -- I f 4 0.000' 450.00 0.00 * j -/Fr?•% r * 1 * 13'- 4.000° 250.00 0.00 * /C/' L 7 � /3 /'/ &E95 c 250- * 1 a I • 1 * 19'- 10.000° 250.00 0.00 * 74E1-14. . . * I -- -* . a • a - --- Live Load (LL) and Dead Load (DL) shown are in PSF.. Member(s) length and Bearings shown are horiz, dimensions. 25,00 11 • 15.00 DL • 7 25'- 8.625' ( 2.500 °) Span ( 3.750 °) R1. Nbr 1 R2 REACTIONS (Lbs.) : RI = 1,243.4 R2 = 1,078.2 - - - -3 .f * * - HBR * SHEAR (Lbs.) a MOMENT (Ft. -Lbs.) * Dist, to * DEFLECTION (In.) & Span Ratio No. f Left Right f left Center Right * 0 Shear * Total Load Live + Dead Live Load -- - - f f f f 1 f 1243.45 - 1078.22 * 0.0 7,638.6 0.0 * 160.0° * . 0.588 = L/ 525 0.588 = Li 525 0.459 = Li 672 - - --f * . f f ' Stamp STRESS CHECK: 1 MAXIMUM ACTUAL ; ALLOWABLE .1 PERCENT ; ACTUAL /ALLOW = 1 1 STRESS VALUE DESIGN VALUE ; ALLOW 1 PERCENT USED ; CONTROLS , ; WITH DOL & RUF ; USED 1 OK if'C: 100.00X ; . Shear ; 1,243.45 4 1 3,174.00 4 ; 39.187. : ; . V Moment ; 7,638.56'4 ; 14,173.75'5 1 53.897. 1( -- CONTROL 7. 1 Deft. LI +DL Span 1 0.588° = L/ 525 1 1.286° = L/ 240 ; 45.73'/. 1 Defl. LL Span 1 0.459' = L/ 672 ; 0.857° = 1. // 360 53.58%. 1 ; • 8rg. Length 8 RI 1 1,243.45 4 1 2,999.59 1 1 41.45% 1 N. Length B R2 1 1,078.22 4 3,174.00 I 1 33.97% 1 . ; • Web Stiffeners at: R1 = 2 -2x4's R2 = 2-2s4's - 2x4 Web stiffeners required at point load(s) )= 1,500.0 lbs. • WEB JOIST Job No. 1-11 -005i 19 Reqd 0 26.0' = 494.0 Lin. Ft. By: LS LOAD OAD CHECY, 0 2 i type: C Min. cut length = 25'- 11.750° 9/16/11 11:50 am Sht. S of / Job Name: 20.000" Deep Series 4412 WEB -i joist Web Joist Northwest Corp. Red Poch Center Flange = 2x4 HSR 21001 -1.8E MFG. 118 8orovec •Road Tigard, OP, Web = 3/8' 058 PLANT Chehalis, Wash. 98532 1152 ROOF per ICC -ES ESP, -2974 Bsn:360- 748 -1173 Fax:748 -6151 • • 1002 ALLOWABLE STRESSES: Duration Of Loading (DOL) = 1.15 Sweet's Joists, Inc. Shear V = 2,760 Lbs. (0) Repetitive Use Factor (RUF) = 1.00 118 Borovec Road Mooent M = 12,325 Ft. -Lbs. ('0) Span Defl, Licit LL+DL= L/ 240 LL= L/ 360 SALES Chehalis, WA 98532 Moment Delf. El = 1,759 x 10 "6 Lb.-In. "2 Bsn:360 -748 -9376 Fax :740 -4282 Shear Defl. K = 9.50 x 10 "6 Lbs. On Center = 16.00° Slope = 0.000 In. /Ft. I Bruce Howard - -- f POINT LOAD { LOADING OVER LENGTH • t i f DIST. FROM a DIST. FROM STARTING LOAD ENDING LOAD MBR f LEFT END L.L. D.L. * LEFT END L.L. D.L. LENGTH OF L.L. 0.1. t MBR No. * OF MBR Lb. Lb. t OF HBR PSF PSF LOAD . PSF PSF t No. /Acal 1 f l3'- 4.000" 250.00 0.00 f 0'- 0.000" 6.30 0.00 25:- 8.000" 6.30 0.00 ¢ 1 54 14 1 f 19'-10.000° 250.00 0.00 t f 1 - - - f f Live Load (LL) and Dead Load (DL) shown are in PSF. Member(s) length and Bearings shown are horiz. dimensions, 25.00 LL • 15.00 DL I 1 . 1 25'- 8.625° ° ( 2.500 ") Span ( 3.750 °) RI Nbr 1 R2 • REACTIONS (Lbs.) : RI = 971.5 R2 = 1,115.8 i --- • -f * ' -f MDR * SHEAR (Lbs.) * MOMENT (Ft. -Lbs.) = Dist. to t DEFLECTION (In.) & Span Ratio No. f Left Right * Left Center Right * 0 Shear f Total Load Live + Dead Live Load --- -C f * t . • 1 t 971,45 - 1115.81 t 0.0 7,465.3 0.0 f 160.0" 0.561 = Li 550 0.56! = L! 550 0.432 = L/ 714 -- 'f • Stamp STRESS CHECK: 1 MAXIMUM ACTUAL ALLOWABLE 1 PERCENT { ACTUAL /ALLOW = ; • STRESS VALUE DESIGN VALUE 1 ALLOW { PERCENT USED CONTROLS • 1 WITH DOL & RUF USED OK if <= 100.002 Shear. 1,115.81 If 1 3,174.00 4 1 35.,152 1 ; Moment 1 7,465.31'4 1 14,173.75'0 1 52.672 1 < -- CONTROL 2 • Defi. LL +OL Span 1 0.561' = L/ 550 1 1.286" = L/ 240 1 43.602 1 Defl. LL Span 1 0.432° : L/ 714 1 0.857' = L/ 360 ; 50.422 1 ; • . Brg. Length 8 RI 1 971.450 1 2,999.59 0 1 32.391 1 • Brg. Length 8 R2 1 1,115.81 0 1 3,174.00 0 1 35.152 1 ; Web Stiffeners at: RI = 2 -2x4's R2 : 2 -2x4's 2x4 Web stiffeners required at point load(s) )= 1,500.0 lbs. • • • • WED JOIST JO No. 1 -11 -0059 52 Reqd @ 29.5' = 1,534.0 Lin. Ft. By: LS • Type: 0 :fin. cut length = 29'- 5.750" 9 /20111 3:26 pm Sht. of _ Job flnee: • 20.000' Deep Dories 4412 WED-i ;o:st Web Joist Northwest Corp. • Red Rock Center Flange = 2x4 NSR 2100f -1.3E MFG. 1 113 Darovec Road . Tigard, OR Web = 3 /3° 0S8 PLANT Chehalis, Wash. 98532 1151 ROOF per ICC -ES ESR -2974 Bsn:360 -748 -1173 Fax:743 -6151 • 100X ALLOWABLE STRESSES: Duration Of Loading (DOL) = 1.15 J Sweet's Joists, Inc. ! Shear V = 2,760 Lbs. (1) Repetitive Use Factor (RUF) = 1.00 118 Borovec Road Moment N = 12,325 Ft. -Lbs. ('11) Span Defl. Limit LL +DL= L; 240 LL= L/ 360 SALES Chehalis, WA 98532 Moment Delf. EI = 1,759 x 10 "6 Lb. -In. "2 Bsn :360- 748 -9376 Fax:740 -4282 Shear Defl. K.= 9.50 x 10 "6 Lbs.. On Center = 32.00' Slope = 0.000 In./Ft. Brute Howard • f f - - l f POINT LOAD * LOADING OVER LENGTH f • - -- -f f * I DIST. FRON • * DIST, FROM STARTING LOAD ENDING LOAD f f MBR f LEFT END L.L. D.L. f LEFT END . L.L. D.L. LENGTH OF L.L, D.L. t MBR No. * OF MBR Lb. Lb. * OF NH PSF PSF LOAD PSF PSF f No. • 1 f f 0'- 0.000' 35.00 0.00 6'- 6.000° 0.00 0.00 f 1 D2 //- r -f f i -- Live Load (LL) and Dead Load (DL) shorn are in PSF. Neaber(s) length and Bearings. shown are horiz. dimensions. 1 25.001L 15.00 DL • I i • • ■ 1 29'- 2.625' ( 2.500 ") Span ( 3.750 ") I RI Mbr 1 R2 I I REACTIONS (Lbs.) : RI = 1,839,0 R2 = 1,581,0 ` - - - -i * f 1 MDR f SHEAR (Lbs.) f MOMENT (Ft. -Lbs.) f Dist. to f DEFLECTION (In.) & Span Ratio I No. f Left Right * Left Center Right * 0 Shear f Total Load Live + Dead Live Load I -f f f * * 1339.00 1591.00 * 0.0 11,116.1 0.0 f 172.8° f 1.146 = L/ 306 1.146 = L/ 306 0,731 L/ 480 f * f f Stapp STRESS CHECK: 1 MAXIMUM ACTUAL : ALLOWABLE : PERCENT I ACTUAL /ALLOW = :. STRESS VALUE 1 DESIGN VALUE : ALLOW : PERCENT USED : . CONTROLS : : WITH DOL & RUF 1 USED : OK if (= 100.001 : . Shear 1 1,839.00 1 1 3,174.00 B : 57.941 1 : Moment : 11,716.73'S 1 14,173.75'S : 82.671 1( -- CONTROL Z : Defl. LL +OL Span 1 1.146' = L; 306 1 1.461' _ 'L/ 240 1 78.451 : Defl. LL Span : 0.731' = L/ 480: 0.974' = L/ 360 1 75,021 1 : Brg. Length @ RI 1 1,839.00 1 : 2,999.59 1 : 61,311 : : Brg. Length @ R2 1 1,581.00 ; 3,174.00 0 1 49.911 : : • Web Stiffeners at: R1 = 2 =2x4's R2 = 2 -2x4's • • • • I HEN JOIST Job'Ho. 1 -11 -0059 52 Regd N 29.5' = 1,534.0 Lin. Ft. By: LS Type: D Min. cut length = 29'- 5.750° 9/16/11 1:09 pm Sht. G of /3 Job Name: • 20.000° Deep Series 4412 WEB -i joist Web Joist Northwest Corp. • Red Rock Center • Flange = 2x4 NSR 2100f -1.8E MFG. 118 Borovec Road Tigard, OR Web = 3/8° OS9 PLANT Chehalis, Wash. 95532 1157. ROOF per ICC -ES ESP. -2974 Bsn :360-748 -1173 Fax :748 -6151 1007. ALLOWABLE STRESSES: Duration Of Loading (DOD = 1.15 Sweet's Joists, Inc. Shear V = 2,760 Lbs. ( #) Repetitive Use Factor (RUF) = 1.00 118 Borovec Road • Moment M = 12,325 Ft. -Lbs. CO) Span Defl. Limit LL +DL= L/ 240 1L= L/ 360 SALES Chehalis, WA 93532 Moment Deli. EI = 1,759 x 10 "6 Lb. -ln. '2 Bsn :360 -748 -9376 Fax:740 -4282 Shear Dell. K = 9,50 x 10 '6 Lbs. On Center = 32.00' Slope = 0.000 In. /Ft. Bruce Howard • Live Load (LL) and Dead Load (DL) shown are in PSF. Member(s) length and Bearings shown are horie. dimensions. • 25.00 LL 15.00 DL I I • 29'- 2,625' ( 2.500') Span ( 3.750 °) R1 Mbr 1 R2 REACTIONS (Lbs.) : R1 = 1,558.3 R2 = 1,558.3 NOR * SHEAR (Lbs.) f • MOMENT (Ft. -Lbs.) . + Dist, to a DEFLECTION (In.) E Span Ratio No. * Left Right + Left Center Right a 0 Shear + Total Load Live + Dead Live Load - - - -a + a a 1 f 1558,33 - 1558.33 * 0.0 11,383.1 0.0 i 175.3' f 1.110 = L/ 316 1.110 = L/ 316 0.693 = L/ 506 _Stamp STRESS CHECK: MAXIMUM ACTUAL : ALLOWABLE 1 PERCENT ; ACTUAL /ALLOW = STRESS VALUE : DESIGN VALUE ; ALLOW ; PERCENT USED • CONTROLS ; : WITH DCL k RUF USED ; OK if <= 100.007. ; • Shear ; 1,558.33 # 1 3,174.00 # : 49.107. : • • Moment : 11,383.14'# 1 14,173.75' 4' ; 90.317. ; < -- CONTROL 7, Deft. LL +DL Span : 1.110° = L/ 316 : 1.461° = 1/ 75.947. ; Defl. LL Span ; 0.693 L/ 506 : 0.974" = L/ 360 71.20% Org. Length @ RI 1 1,558.33 8 ; 2,999.59 # 1 51.957.. Brg. Length @ R2 ; 1,558.33 R 1 3,174.00 0 ; 49.101 : 1 • Web Stiffeners at: R1 = 2 -2x4's R2 = 2 -2x4's • • • • • • • • • • • • • • • NEB JOIST Job No. 1 -11 -0059 52 Reqd p 29,5' = 1,534.0 Lin. Ft. By:,LS LOAD CHECK 1 I Type: D Min. cut length = 29'- 5.750' 9/16/11 1:10 pm Sht. 7 of /3 Job Name: 20.000° Deep Series 4412 WEB -i joist Web Joist Northwest Corp. • ' Red Rock Center Flange = 2x4 MSP. 2100f -1.8E MFG. 118 Borovec Road Tigard, OR Web = 3/8° OSB PLANT Chehalis, Nash. 98532 1151. ROOF Per ICC -ES ESR -2974 Dsn:360-748-1173 Fax:748 -6151 . 1002 ALLOWABLE STRESSES: Duration Of Loading (DOL) = 1.15 Sweet's Joists, Inc. Shear V = 2,760 Lbs. (1) Repetitive Use Factor (RUT) = 1.00 118 Borovec Road • Moment H = 12,325 Ft. -Lbs. ('B) Span Defl. Limit LL +DL= L/ 240 LL= L/ 360 SALES Chehalis, WA 98532 Moment Delf. El = 1,759 x 10 ^6 Lb.-In. "2 Bsn:360- 748 -9376 Fax:740 -4282 Shear Deft. K = 9.50 x 10 "6 Lbs. On Center = 16.00° Slope 0.000 In. /Ft.l Bruce Howard f POINT LOAD f LOADING'OVER LENGTH f ---- f f DIST. FROM f DIST. FROM STARTING LOAD ENDING LOAD * MGR a LEFT END L.L. D.L. f LEFT END L.L. D.L. LENGTH OF L.L. D.L. f NOR No. * OF MSP. Lb. Lb. f OF MDR PSF PSF LOAD PSF PSF * No. - - - - f f f- - 17 1 J 1. F • 1 f f 0' 0.000° 37.50 0.00 29'- 2.000° 37.50 0.00 f 1 - -- - f Live Load (LL) and Dead Load (DL) shown are in PSF. Members) length and Bearings shown are horia. dimensions. . 25.00 LL 15.00 DL 29'- 2.625° ■ ( 2.500 ") Span ( 3.750 °) RI Mbr 1 P2 REACTIONS (Lbs.) : RI = 1,50 R2 = 1,507.0 -- - - f * f a MAR f SHEAR (Lbs.) f MOMENT (Ft. -Lbs.) * Dist. to + DEFLECTION (In,) & Span Ratio • No. * Left Right f Left Center Right f 0 Shear f Total Load Live + Dead Live Load - -- - f f a f 1 f 1509.63 - 1507.03 * 0.0 11,027.4 0.0 f 175.3° * 1.075 = LI 326 1.075 = L/ 326 0.867 = L/ 405 - - --f f f a Stamp STRESS CHECK: ; MAXIMUN ACTUAL 1 ALLOWABLE ; PERCENT 1 ACTUAL /ALLOW = STRESS VALUE ; •DESIGN VALUE ; ALLOW 1 PERCENT USED 1 . CONTROLS ; WITH D0L & RUF ; USED 1 OK if (= 100.00X ; • Shear ; 1,509.63 # 1 3,174.00 1 1 47.562 1 Moment ; 11,027.38'1 ; 14,173.75'1 ; 77.802 1 ; Deft. LL +DL Span 1 1.075° = L/ 326 1 1.461' = L/ 240 ; 73.57': 1 Defl. LL Span 1 0.867° = L/ 405 1 0.974' = L/ 360 ; 89.002 14 -- CONTROL X Brg. Length 0 RI ; 1,509.63 1 1 2,999.59 1 1 50.33X : Brg. Length 0 R2 1 1,507.03 1 1 3,174.00 1 1 47.48X 1 : Web Stiffeners at: R1 = 2 -2x4's R2 = 2 -2x4's • • • • • . . WEB JOIST Job No. 1 -11 -0059 52 o 29.5' = 1,534.0 Lin. Ft. By: LS LOAD CHECK 0 2 • . iype:.D Nin. cut length = 29'- 5.150" 9 /16/11 1:15 pa Sht. . of /3 • Job Name: 20:000 Deep Series 4412 WEB-i joist Web Joist Northwest Corp. Red Rock Center Flange = 2x4 MSk.2104f -1.6E MFG. 118 Borovec Road j Tigard, OR.- . - - .--- .--- - - - - -- - -Web- -=- 3/8 "•0S8 - PLANT -- Chehal'is! Wash -98532 -•- .. -- • '1151 ROOF per ICC -ES ESR -2974 Bsn:360- 748 -1I73 Fax:748 -6151 • 100X. ALLOWABLE STRESSES: '_ Inc. Duration Of Loading IDOL) = 1.15 Sweet � Joists, " Shear V = 2,760 Lbs. (0) Repetitive.Use Factor (RUF) = 1.00 118 Borovec Road Moment M = 12,325.Ft. -Lbs. ('8) Span Defl. Limit LL +DL= L/ 240 LL= L/ 360 SALES Chehalis, WA 98532 Moment Belf..El = 1,759 x 10 "6 Lb. -In. '2 Bsn :360 -748 -9376 Fax:740 -4282 Shear Deft. K = 9.50 x 10 '6 Lbs. On'Center : 19.20' Slope- 0.000 In. /Ft. Bruce•Howard - - -f a . * POINT -LOAD . a LOADING OVER LENGTH- * -- -# a # 01ST. FROM a DIST. FROM STARTING LOAD ' ENDING LOAD HBR a LEFT END • L.L. • D.l. # LEFT END L.L. . D.L. LENGTH OF L.L. D.L. * NBR • No. * OF ?OR' '. Lb. Lb. # OF MBR . PSF PSF LOAD PSF PSF * No. 6.000° ?50.04 0.00 + / x/ -(` : ? �G Iz I + # 1 .4'- � '. • � j..�.•� ' 1 a 11'- 8.000° 250.00 0.00 # i 1 . 1 # 26'- 0.000 200.00 0.00 # / 7 P i.� ,' �tcc.( 2 �� '� = 20 >, ` 1 Live Load (LL) and Dead Load (DL) shown are in PSF. Members) length and Bearings shown are horiz. dimensions. 25.00 LL • • 15.00 DL • t ' . 29'- 2.625' 1 ( 2.500') Span ( 3.750 ") • RI Mbr 1 • R2 • REACTIONS (Lbs.) : RI = 1,318.7 R2 = 1,251.3 . .. - - - -a * . a a MBP. # . SHEAR (Lbs.) * , MOMENT (Ft : -!bs.) # Dist. to E. ' DEFLECTION n Span•Ratio - No. #• Left Right' a- Left Center ' Right a O'Shear # Total Load Live + Dead Live Load • - - --a # a a' . ' 1 # 1318.71 - 1251.29 #• 0.0 9,278.2 04 * 153.5° * 0.901 L/ 389 . 0.901'= L/ 389 0.651 = L/ 539 ----a a a a • • Stamp- - . STRESS CHECK: MAXIMUM ACTUAL' ALLOWABLE 1 PERCENT ACTUAL /ALLOW = ' 1• STRESS VALUE 1 DESIGN VALUE 1 ALLOW : PERCENT USED 1 . • CONTROLS 1 ' : WITH DOL it RUF : USED , : OK if t= 100.001 1 r Shear 1 1,318.71 11 1 '3,174.00 0 1 41.551 1 Moment . 1 9;278.25'0 ' : 14,173.75'0 1 65.461 : . • Dell. LL +DL Span. 1 0.901' _, L/ 389: 1.4617 = L/ 240: .61.651 1 • 1 ' • Defl'. LL Span 1 0.651' = L/ 539 :'0.974' = L/ 360 :. 66.851 1 < -- CONTROL 1 1 ! Org. Length @ RI 1 1,318.71 0 1 ,'2,999.59 0 : 43.96X I. : • • Brg. Length @ R2 : 1,251.29 0 1 3,174.00 t : 39.421 : Web Stiffeners at; RI = 2 -2x4's R2 = 2 -2x4's • . . 2x4 Web stiffeners required at point load(s) > =•1,500.0 lbs. . • • • • • n. • • • • • WEB JOIST Job Ho. 1 -11 -0059 52 Reqd 0 29.5' = 1,534.0 Lin. Ft. By: LS LOAD CHECK 1 3 • Type: D Min. cut length = 29 5.750° 9/16/11 1:16 pm Sht. 9 of /3 Job Name: 20.000° Deep Series 4412 WEB-i joist Web Joist Northwest Corp. Red Rock Center Flange = 2x4 HSR 2100f -1.8E MFG. 118 Borovec Road Tigard, OR Web = 3/8' OSB PLANT Chehalis, Wash. 98532 115% ROOF per 1CC -ES ESR -2974 Bsn:360 -748 -1173 Fax:748-6151 104% ALLOWABLE STRESSES: Duration'Oi Loading (DOL) = 1.15 Sweet's Joists, Inc. Shear V = 2,760 Lbs. (1) Repetitive Use Factor (RUF) = 1.00 118 Borovec Road Moment H = 12,325 Ft. -Lbs. ('1) Span Defl; Limit LL +OL= L/ 240 LL= L/ 360 SALES Chehalis, NA 38532 Moment Delf. El = 1,759 x 10 "6 Lb. -In. "2 Bsn:360- 748 -9376 Fax:740 -4282 Shear Defl. K = 9.50 x 101 Lbs. On Center = 16.00° Slope = 0.000 In. /Ft. Bruce Howard - -+ } } POINT LOAD 1 'LOADING OVER LENGTH 1 -- - -1 * 1 DIST. FROM 1 DIST. FROM STARTING LOAD ENDING LOAD 1 MDR '1 LEFT END L.L. D.L. 1 LEFT END L.L. G.L. LENGTH OF L.L. Q.L. * MBP. No. 1 OF MBR Lb: Lb. 1 OF MBR PSF PSF LOAD PSF' PSF * No. 1- - , { 4'- 6.000' 250.00 0.00 1 0'- 0.000' 20.60 0.00 29'- 2.000° 20.60 0.00 1 1 S: 1 + 11'- 8.000' 250.00 0.00 1 * I - - - -t 1 Live Load (LL) and Dead Load (DL) shown are in PSF. Member(s) length and Bearings shown are horiz. dimensions. 25.00 LL 15.00 CL 29'- 2.625' ( 2.500 °) Span ( 3.750') R1 Mbr I R2 REACTIONS (Lbs.) : R1 1,542.1 R2 = 1,317.3 MBR * SHEAR (Lbs.) a MOMENT (Ft. -Lbs.) ' * Dist, to 1 DEFLECTION (In.) & Span Ratio ' Na. 1 Left Right 1 Left Center Right 1 0 Shear a Total Load Live + Dead Live Load - -- - 1 a 1 1 1 + 1542.11 - 1317.33 1 0.0 10,761.9 0.0 a 154.8' a 1.039 = Li 338 1.033 = L/ 338 0.831 = L/ 422 • ----1 f 1 Stamp STRESS CHECK: : MAXIHUM ACTUAL ALLOWABLE : PERCENT I ACTUAL /ALLOW = --- -: STRESS VALUE 1 DESIGN VALUE : ALLOW PERCENT USED CONTROLS : 1 WITH DOL & RUF : USED : OK if <= 100.00% • Shear 1 • 1,542.11 1 1 3,174.00 1 1 48.59% 1 Moment 1 10,761.95'1 1 14,173.75'1 : 75.93% : Defl. LL +OL Span ; 1.039° = 1/ 338 1 1.461' = L/ 240 I 71.09%. 1 Defl. LL Span 1 0.831° = L/ 422 1 0.974° = L/ 360: 85.277. 1( -- CONTROL °c 1 Brg. Length B RI : 1,542.11 1 1 2,999.59 It 51.41X 1 1 Brg. Length B R2 ; 1,317.33 1 1 3,174.00 1 1 41.50% : : • Web Stiffeners at: RI = 2- 2x4'3 R2 = 2-2x4's • 2x4 Web stiffeners required at point load(s).) =. 1,500.0 lbs. • • • • • • • WEB JOIST Job No. 1-11 -0059 1 Reqd 0 29.5' = 29.5 Lin. Ft. By: LS- Type: 0 � Min. cut length = 29'- 5.750" 112111; 9:36 are Slit. of Job Wane: 20.000" Deep Series 4412 WEB -1 joist Web Joist Northwest Corp. $ Red Rock Center Flange = 2x4 NSR 2100f -1.8E MFG. 118 Borovec Road Tigard, OR Web = 3/8' DSB PLANT Chehalis, Wash. 98532 1157. ROOF per ICC-ES ESR -2914 Bsn : 360 -748 -1173 Fax :748 -6151 • I 1002 ALLOWABLE STRESSES: Duration Of Loading (001) = 1.15 Sweet's Joists, Inc. Shear • V = 2,760 Lbs. (0) Repetitive Use Factor (RUFI = 1. C0 '',` r , °. �' 118 Borovec Road Moment M = 12,325 Ft. - Lbs. ( °1 Span Defl.. Limit LL +DL= L/ 240 LL= L/ 360 SALES Chehalis, WA 98532 1 Moment DOLT. EI = 1,759 x 10 "6 Lb. -In, "2 Shear DefI. K = 9.50 x 10 "6 Lbs. On Center = 16.00° Slope = 0.000 In. /Ft. Bruce Howard fax: 140 -4262 1 f * . E v f POINT LOAD * LOADING OVER LENGTH f ' r'' - - - f f - - - - /1s' •1 ' f DIST. FROM a DIST. FROM STARTING LOAD ENDING LOAD f MDR f LEFT END L.L. 0.1., f LEFT END . L.L. D.L. LENGTH OF L.L. D.L. f NBR No. f OF NBR Lb. Lb. f OF NBP, PSF PSF ' LOAD PSF PSF f No. �p_ - - - -a f - - -- / l f 7'- 8.000" 400.00 0.00 f 14'- 6.000 ". 35.00 0.00 6'- 6.000' 0.00 0.00 f I Di-' F -� �4 `_ 1 f 14'- 6.000° 400.00 0,00 f 6% `7 R. f - - -- Live Load (LL) and Dead Load (DL) shown are in PSF. Members) length and Bearings shown are hori2. dimensions. 25.00 LL 15.00 DL , I 29'- 2.625' A ( 2.500') Span ( 3.750 ") • RI Hbr l R2 REACTIONS (Lbs.) : RI = 1,340.8 R2 = 1,169.2 - - - -f f f f * MDR f SHEAR (Lbs.) MOMENT (Ft. -Lbs.) f Dist. to f DEFLECTION (In.) &•Span Ratio No. f Left Right a Left Center Right f 0 Shear f Total Load Live + Dead ' Live Load - -f f f f I 1340. 78 - 1169.22 f 0.0 11,101.2 0:0 f 174.0' f 1.025 = L/ 341 1.028 = L/-341 0.820 = I./ 427 -f f f f : ALLOWABLE Stamp STRESS CHECK: MAXIMUM ACTUAL 1 ALLOWABLE , PERCENT 1 'ACTUAL /ALLOW = : • STRESS VALUE : DESIGN VALUE : ALLOW 1 PERCENT USED 1 CONTROLS : 1 WITH DOL & RUF : USED : OK if (= 100.00% 1 ' Shear 1 1,340.78 & 1 3,114.00 K 1 42.24% 1 : Moment . 1 11,101.24'4 1 14,173.75'1 : 78.32% 1 ' Defi. LL +DL Span : 1.028 ".r L/ 341 :.1.461' = L/ 240 ; 70.39% 1 •Defl. LL Span 1 0.820° = L/ 427 : 0.974° = L/ 360: 84.23% 1( -- CONTROL % Beg. Length 0 RI 1 1,340.78 ;; 2,999.59 4 1 44.70% 1 ' 1 Bry. Length 0 R2 1 1,169.2? 0 1 3,174.00 2 1 36.841, 1 : Web Stiffeners at: RI = 2 -214'5 R2 = 2 -2x4'1 2x4 Web stiffeners required at point load(s) )= 1,500.0 lbs. • • • • WEB JOIST Job No. 1 - 11 -0059 Type: F Job Name: Red Rock Center Tigard, OR 100X ALLOWABLE STRESSES: Shear V = 2,760 Lbs. ( #) Moment N = 12,325 Ft. -Lbs. ('0) Moment Dell. El = 1,759 x 10 "6 Lb. -In. "2 Shear Defl. K = 9.50 x 101 Lbs. 1 f 0'- 0.000° 190.00 2 f - - -f Live Load (LL) and Dead Load (DL) shown are 25.00 LL 15.00 DL REACTIONS (Lbs.) : RI = 1,668.6 R2 = 1,114.3 - - - f NOR 1 No. f - - - -f 1 e - 190.00 2 * 1195.75 - - -1 STRESS CHECK: CONTROLS --- - - -s 1 DIST. FROM MDR * LEFT END L.L. No. f OF NOR Lb. --- -f 3'- 6.000° Is Cant. ( 5.500 °) Mbr 1 RI SHEAR (Lbs.) Left Right f f - 472.80 e - 1114.34 f POINT LOAD MOMENT (Ft. -Lbs.) f Left Center Right 1 1 0.0 - 1,159.9 1 7,688.0 0.0 f f - 1,159.9 Web Stiffeners at: RI = 2 -2x6's R2 = 2-2x4's 2x4 Web stiffeners required at point load(s) )= 1,500.0 lbs. D.L. f Lb. I f 0.00 f 4 1 in PSF. 40 P.egd @ 32.5' = 1,300.0 Lin. Ft. Min. cut length= 32'- 2.375" Duration Of Loading (DOL) = 1.15 Repetitive Use Factor (RUF) = 1.00 Span Defl. Limit LL +DL= L/ 240 LL: L/ 360 Cant. Defl. Limit LL +DL =2L/ 240 LL =21../ 360 On Center = 16.00° Slope = 0.000 In. /Ft. SALES 20.000° Deep Series 4412 WEB -i joist Flange = 2x4 MSR 2100f -1.8E Web = 318' OSB 115X ROOF per ICC -ES ESR-2974 1 f f * DIST. FROM STARTING LOAD LEFT END L.L. D.L. LENGTH OF OF MDR PSF PSF LOAD 0'- 0.000° 20.60 0.00 3'- 6.000° 0'- 0.000° 20.60 0.00 28'- 7.000° 28'- 7.125° Span Mbr 2 : MAXIMUM ACTUAL •' ALLOWABLE PERCENT ACTUAL /ALLOW = : STRESS VALUE DESJGN VALUE ALLOW PERCENT USED WITH OOL & RUF USED OK if (= 100.00X. . Shear 1,195.75 0 3,174.00 0 37.671 Moment : 7,638.02'# 14,173.75'0 54.247. Dell. 11 +01. Span 1 0.709' = L/ 484 1.430° = L/ 240 49.601 Defl. LL Span 1 0.524° = L/ 654 0.953° : L/ 360 55.011 Defl. LL +OL Cant. 17.0.256' _ 21/ 328 0.350° = 2L/ 240 73.161 : Dell. LL Cant. 1- 0.186' = 2L/ 452 0.233° = 2L/ 360 79.661 :( -- CONTROL 1 Brg. Length B RI : 1,668.55 # 5,219.01 0 31.97X 1 B•rg. Length @R2 1 1,114.34 # 2,999.59.1 37.157. 1 LOADING OVER LENGTH MFG. PLANT By: L3 LOAD CHECK 1 1 9/16/11 2 :28 pm Sht. /o of / Menber(s) length and Bearings shown are.hori:, dieensions. 25.00 15.00 01 Web Joist Northwest Corp. 118 Borovec Road Chehalis, Wash. 58532 8sn:360 -748 -1173 Fax:748 -6151 Sweet's Joists, Inc. 118 Borovec Road Chehalis, WA '38532 Bsn:360 -748 -9376 Fax:740 -4282 Bruce Howard f ENDING LOAD 1 L.L. O.L. I MDR PSF PSF f No. f- / 20.60 0.00 f 1 5 N4 1 D /F i 20.60 0.00 1 f - - -- ( 2.500 °) R2 f Dist. to * DEFLECTION (In.) & Span Ratio 0 Shear f Total Load Live + Dead Live Load f * -0.256 =,2L/ 328 -0.256 = 2L/ 328 -0.186 = 2L/ 452 177.6° 1 0.709 = L/ 484 0.709 = L/ 484 0.524 = L; 654 - Steep 1 WEB JOIST Job No. 1 -11 -0059 40 Reqd 0 32.5' = 1,300.0 Lin. Ft. By: LS LOAD CHECK 1 3 •Type: F Min. cut length = 32'- 2.375" 9/16/11 2:40 pn Sht. // of / 3 • Job Name: 20.000" Deep Series 4412 WEB-i joist Web Joist Northwest Corp. Red Rock Center Flange = 2x4 MSR 2100f -1.8E MFG. 118 Borovec Road Tigard, DR Web = 3 /B° OS8 PLANT Chehalis, Wash. 98532 1151 ROOF per 1CC-ES ESP, -2974 Bsn:360- 748 -1173 Fax:748 -6151 . i• 100X ALLOWABLE STRESSES: Duration Of Loading (DOL) = 1.15 Sweet's Joists, Inc. Shear V = 2,760 Lbs. (4) . Repetitive Use. Factor (RUF) = 1.00 118 Borovec Road Moment M = 12,325 Ft. -Lbs. ('4) Span Dell. Limit LL +DL= L/ 240 LL= LI 360 SALES Chehalis, WA 98532 Moment Deli. El = 1,759 x 10 '6 Lb. -In. ^2 Cant. Defl. Limit LL +DL =2L/ 240 LL =2L/ 360 Bsn:3600 -748 -9375 Fax:740 -4282 Shear 0ef1. K = 9.50 x 10 '6 Lbs. On Center = 16.00' Slope = 0.000 In. /Ft. - Bruce Howard - - - -_ f _ t - - -- . t POINT LOAD f LOADING OVER LENGTH f ---- f f DIST. FROM f DIST. FROM STARTING LOAD ENDING LOAD * MBR f LEFT END L.L. ' D.L, f LEFT END L.L. D.L. LENGTH OF L.L. O.L. t MDR No. f OF MBR Lb. Lb. f OF MAR PSF PSF LOAD PSF PSF * No. 1 t 0 0.000" 190.00. 0.00 t 7oP:.F(2•�7 / = /.FJ,/ f 1 2 I 8'- 0.000° 225.00 0.00 * 75 PL 6' ) / = 225 Sc.RF_.F a41. = 2 2 f 14'- 0.000° 225.00 0.00 t, t 2 • 2 f 19'- 0.000° 225.00 0.00 f * 2 - 2 f 251- 0.000° 225.00 0.00 f f 2 - - f f a - --- live Load (LL) and Dead Load (DL) shown are in PSF. Member(s)'iength and Bearings shown are horiz. dimensions. 25.00 LL 25.00 LL 15.00 DL 15.00 DL • 3'- 6.000' ; 28'- 7.125° - Cant. ( 5.500 °) Span ( 2.500 °) Mbr ! R1 Mbr 2 R - • . REACTIONS (Lbs.) : RI = 1,554.5 R2 = 1,247.2 - - - -t a . . • f NRP, f SHEAR (Lbs.) * MOMENT (Ft. -Lbs.) t Dist, to DEFLECTION (In.) & Span Ratio • No. * Left Right * Left Center Right f 0 Shear f Total Load Live a Dead Live Load - f * * * 1 f - 190.00 - 376.67 a 0.0 -991.7 f ' t -0.295 = 2L/ 285 -0.295 = 2L/ 2285 -0.225 = 2L/ 374 2 * 1177.84 - 1247.16 f -991.7 8,921.4 0.0 t 168.0° f 0.815 = L/ 421 0.815 -= L/ 421 0.630 = L/ 545 ----f * f f Stamp STRESS CHECK: 1 MAXIMUM ACTUAL 1 ALLOWABLE 1 PERCENT ; ACTUAL /ALLOW = 1 STRESS VALUE I DESIGN VALUE ; ALLOW PERCENT USED CONTROLS ; 1 WITH DOL & RUF I USED ; OK if <= 100.00X • Shear ; 1,247.16 # 1 3,174.00 # 1 39.29X ;_ Moment I 8,921.38'# 1 14,173.75'# ; 62.94X Dell. LL +DL Span ; 0.815° = L/ 421 1 1.430' = L/ 240 ; 56.970 T Dell. LL Span ; 0.630° = L/ 545 1 0.953' = L/ 360 1 66.061 1 , Dell. LL +DL Cant.•1- 0.295° = 2L/ 285 1 0.350' = 2L/ 240 I 84.29E 1 . • . Defl. LL Cant.- 1- 0.225° = 2L/ 374 1 0.233° = 2L/ 360 ; 96.37X 15 -- CONTROL X Brg. Length # RI I 1,554.50 # I 5,219.01 # 29.791 1 Brg. Length 0 R2 1 1,247.16 # 1 2,999.59 # I 41.58X I Web Stiffeners at: RI = 2 -2x6's R2 = 2 -2x4's . , 2x4 Web stiffeners required at point load(s) )_ 1,500.0 lbs. • • . I WEB JOIST Job No. 1 -11 -0059 40 Reqd @ 32.5'. = 1,300.0 Lin. Ft. By; LS • LOAD CHECK 1 1 Type: F Min. cut' length = 32'- 2.375' 9/19/11 10:49 an Sht. 1il of i3 Job .tame: I Series 4412 WEB-i joist Web Joist Northwest Corp. • Red Rock Center I 20,000° Deep Flange = 2x4 MSR 2100f -1.8E MFG. 118 Borovec Road • Tigard, OR Web = 3/8° 058 PLANT Chehalis, Wash. 98532 115% ROOF per ICC -ES ESR -2971 Bsn:360 -748 -1173 Fax :748-6151 100% ALLOWABLE STRESSES: Duration Of Loading (DOL) = 1.15 Sweet's Joists, Inc. Shear V = 2,760 Lbs. (B) Repetitive Use Factor (RUF) = 1.00 118 Borovec Road Moment M = 12,325 Ft. -Lbs, ('B) Span Defl. Limit LL +DL= L/ 240 LL: L/ 360 SALES Chehalis, WA 98532 • Moment Deli. El = 1,759 x 10 "6 Lb. -ln. '2 Cant. Defl. Limit 11 +14.=21/ 240 LL =2L/ 360 Bsn:360- 748 -9376 Fax:740 -4282 Shear Defl. K = 9.50 x 10 '6 Lbs. On Center = 16.00° Slope = 0.000 In. /Ft. Bruce Howard - - - -f f . f POINT LOAD f LOADING OVER LENGTH a - - - - f f • f DIST. FROM f DIST. FROM STARTING LOAD ENDING LOAD f • MBR a LEFT END L.L. D.L. f LEFT END L.L. D.L. LENGTH OF L.L. D.L. f MBP. No. f OF MBR Lb. Lb. * OF MBP, PSF PSF LOAD PSF PSF * No. C 2 „ ' / ' ti : 1 f 0'- 0.000° 190.00 0.00 f 0'- 0.000" 18.00 0.00 3'- 6,000° 18.00 0.00 f 1 5./ 1 ' L: 2A7 1'n =c-- 2 'f 20'- 0.000" 200.00 0.00 * 0'- 0.000" 18.00 0.00 28'- 7.000" 18.00 0.00 f 2 2 f 27'- 0,000° 200.00 0.00 f f 2 -f * = - - -- Live Load (LL) and Dead Load (DL) shown are in PSF. Member(s) length and Bearings shown are horiz. dimensions. 25.00 LL 25.00 LL 15.00 DL 15.00 DL 3'- 6.000" ; . 28'- 7.125° •■ Cant. ( 5.500 ") Span ( 22.500 ') Mr 1 RI Mbr 2 • R2 • ' REACTIONS (Lbs.) : RI = 1,677.4 R2 = 1,394.3 - - - * -f * • MGR f SHEAR (Lbs.) a MOMENT (Ft. -Lbs.) f Dist. to * DEFLECTION (in.) & Span Ratio No. f Left Right * Left Center Right * 0 Shear * Total Load Live + Dead Live Load --- f * * * 1 f - 190.00 - 460.67 f 0.0 • -1,138.7 f * -0.278 = 21/ 302 -0.278 = 21./ 302 -0.208 = 2L/ 403 2 f 1216.70 - 1394.30 * - 1,138.7 8,432,7 0.0 f 188,8' f 0.780 = L/ 440 0.780 = 1/ 440 0 0;596 = L; 576 - - -f * a f Stamp STRESS CHECK: : MAXIMUM ACTUAL ; . ALLOWABLE ; PERCENT : ACTUAL /ALLOW _ . I STRESS VALUE 1 DESIGN VALUE ALLOW 1 PERCENT USED .CONTROLS 1 I WITH DOL & RUF I USED 1 OK if <= 100.00X I Shear 1 1,394.30 0 1 3,174.00 # ; 43.93X I • Moment I 8,432.684 1 14,173.75'# I 59.50X 1 ; Defl. LL +DL Span 1 0.780° : L/ 440 1 1.430' = L/ 240 1 54.56% : Defl. LL Span . 1 0.596' = L/ 576 1 0.953' = L/ 360 1 62.50'2 I Deft. LL +DL Cant. 1- 0.278° = 2L/ 302 1 0.350° = 2L/ 240 79.55% : . Defl. LL Cant. 1- 0.208° = 2L/ 403 1 0,233' = 21/ 360 1 89.26X 1t -- CONTROL X Brg, Length @ RI 1 1,677.37 0 I 5,219.01 # 1 32.147 1 Brg. Length @ R2 1 1,394.30 II I 2,999.59 # 1 .46.48% 1 ; • Web Stiffeners at: R1 : 2 -2x6's R2 = 2 -2x4's • 2x4 Web stiffeners required at point load(s) )= 1,500.0 lbs. WEB JOIST Job No. 1 -11 -0059 40 Reqd E 32.5' = 1,300.0 Lin. Ft. By: LS LOAD CHECK 0 4 Type: F 32'- 2.375' YP Min. cut length = 32 �.�,� 9!76/11 2:43 pa Sht. I3 of /3 Job Name: • 20.000° Deep Series 4412 WEB -i joist • 'Deb Joist Northwest Corp. Red Rock Center Flange = 2x4 MSR 2100f -1.8E MFG. 118 Borovec Road Tigard, OR Web = 3/8' OSB PLANT Chehalis, Wash. 98532 115X ROOF per ICC -ES ESR -2'274 Bsn :360 - 748 -1173 Fax:748 -6151 • 1001 ALLOWABLE STRESSES: Duration Of Loading (DOL) = 1.15 Sweet's Joists, Inc. Shear V = 2,760 Lbs. (1) Repetitive Use Factor (RUF) = 1.00 118 Borovec Road Moment M = 12,325 Ft. -Lbs. ('I) Span Defl. Limit LL +DL =,L/ 240 LL= L/ 360 SALES Chehalis, WA 98532 • Moment Delf. EI = 1,759 x 10 "6 Lb. -In."2 Cant. Deft. Limit LL +DL =2L/ 240 LL =2L/ 360 Bsn :360 -748 -9376 Fax:740 -4282 • Shear Defl. K = 9.50 x 10"6 Lbs. On Center = 19,20' Slope = 0.000 In. /Ft. Bruce Howard • - - --* * * - - -- • • I POINT LOAD * LOADING OVER LENGTH * -- - I * * DIST. FROM *•GIST. FROM STARTING LOAD ENDING LOAD * MBR * LEFT END L.L. D.L. * LEFT END L.L. D.L. LENGTH OF L.L. D.L. * MBR No. * OF MBR Lb. Lb. * OF MBR PST' PSF LOAD PSF PSF * No. 1 * 0'- 0.000" 190.00 0.00 * 7o (2e7 9 _ ./B7 F? �'i * I 2 * 20'- 0.000" 200.00 0.00 * )+�I.xil= �co �3 = 2c) * 2 2 * 27'- 0.000" 200.00 0.00 * • * 2 - - - -I * Live Load (11) and Dead Load (DL) shown are in PSF. Member(s) length and Bearings shown are horiz. dimensions. 25.00 LL 25.00 LL 15.00 DL 15.00 DL 3'- 6.000° ; 28'- ).125° Cant. ( 5.500') • Span ( 2.500 °) Mbr 1 R1 Mbr 2 R2 REACTIONS (Lbs.) : R1 = 1,437.2 R2 = 1,206.8 --- * * * MBR, * SHEAR (Lbs.) a MOMENT (Ft. -Lbs.) I Dist, to * DEFLECTION (In.) & Span Ratio No. * Left Right * Left Center Right * 0 Shear * Total Load Live + Dead Live Load --- - * * * I 1 * -190.00 - 414.00 * 0.0 - 1,057.0 I • * -0.232 = 2L/ 363 -0.232 =. 2L/ 363 -0.147 = 2l! 570 . 2 * 1023.22 - 1206.78 * - 1,057.0 7,122.6 .0.0 I 191.9° * 0.657 = L/ 522 0.657 = L/ 522 0.436 = L/ 787 . --- - * * * I Stamp . STRESS CHECK: 1 MAXIMUM ACTUAL I ALLOWABLE 1 PERCENT ; ACTUAL /ALLOW = ; • :• STRESS VALUE I DESIGN VALUE ; ALLOW ; PERCENT USED CONTROLS I ; WITH DOL & RUF I USED I OK if <= 100.001 Shear : 1,206.78 9 1 3,174.00 0 t 38.021 Moment I -7,122.57'1 : 14,173.75'0 I 50.251 Dell. 11 +01 Span 1 0.657' = L! 522 1.430° = L/ 240 I 45.96I 1 Defl. LL Span A 0.436' = L! 787 : 0.953° = L/ 360 45.741 Deft. LL +DL Cant. 1- 0.232' = 2L/ 363 : 0.350" = 2L/ 240 66.191 :(-= CONTROL X Defl. LL Cant. :- 0.147' = 2Li 570 1 0.233' = 2L/ 360 63.201 1 Brg. Length @ RI : .1,437.22 0 : 5,219.010 : 27.541 : ; Brg. Length @ R2 1 1,206.78 0 : 2,999.59 $ : 40.231 : I • Web Stiffeners at: RI = 2 -2x6's R2 = 2 -2x4's . 2x4 Web. stiffeners required at point load(s) )= 1,500.0 lbs. WEB JOIST Job No. 1-11 -0059 1 Reqd 0 I9.0' = 1' i Iv 1WR 4 .0 tin. Ft. By; �S :: yp Min. cut length = IO 7,125" 9/21111 9 :34 an Sht. of _ Job Naae: 20.000' Deep Series 4412 WEB -i joist I Web Joist Northwest Corp. • RedRckOCenter Flange = 2C4 M52 2!COf -1.8E 1 MFG. 118 Borovec Road Tigard, Web = 3/0° OSB I PLANT Chehalis, Wash. 98532 115E ROOF per ICC ES ESR-2974 I Bsn:360- 748 -I173 Fax :748 -6151 1001 ALLOWABLE STRESSES: Duration Of Loading (DOL) = 1.15 Sweet's Joists, Inc. Shear V = 2,760 Lbs. (0) Repetitive Use Factor (RUF) = 1,00 112 Borovec Road Moment N = 12,325 Ft. -Lbs. ('C) Span Defl. Limit LL +DL= L/ 240 LL= L/ 360 SALES Chehalis, WA 98532 Moment Deli. El = 1,759 x 10 "6 Lb. -In. "2 Bsn:360- 748 -9376 Fax:740 -4282 Shear Deft. K = 9.50 x 101 Lbs. On Center = 32.00° Slope = 0.000 In. /Ft.+ Bruce Howard -f f f POINT LOAD f LOADING OVER LENGTH * -- f * Y - - -- • f DIST. FRON = DIST. FROH STARTING LOAD ENDING LOAD e M82 f LEFT END L.L. D.L. f LEFT END L.L. 0,1. LENGTH OF L,L. 0.1. * MBR No. f OF HBR . Lb. Lb. _• OF 11BR PSF PSF LOAD PSF PSF = No. /v /VEX ---- - f f- !^/A{...C.• 1 * 9'- 0.000° 800.00 0.00 f 9'- 0.000° 35.00 0.00 6'- 6.000° 0.00 0.00 f 1 D''21/=-7-- f f- . ; , Live Load (LL) and Dead Load (01.) shown are in PSF. Member(s) length and Bearings shown are horiz. dimensions. 25.00 LL • 15.00 DL I I J 18'- 4.000' ■ ( 2.500 °) Span ( 3.750 °) RI Mbr 1 R2 i REACTIONS (Lbs.) : RI = 1,503.3 R2 = 1,555.5 - - - f f -. f f MBR = SHEAR (Lbs.) f MOMENT (Ft. -Lbs.) f Dist, to f DEFLECTION (In.) & Span Ratio Ho. f Left Right * Left . Center Right = 0 Shear f Total Load ' Live + Dead Live Load --- * f f t * 1503.35 - 1555.54 f 0.0 9,210.1 • 0.0 f 108.0° * 0.375 = L/ 587 0.375 = LI 527 0.300 = L/ 734 - -- f f f f • Stamp STRESS CHECK: 1 MAXIMUM ACTUAL 1 ALLOWABLE 1 PERCENT I ACTUAL /ALLOW =. 1 STRESS VALUE ; DESIGN•VALUE I ALLOW I PERCENT USED 1 CONTROLS . ; 1 WITH OOL & RUF 1. USED 1 OK if (= 100.001 : Shear ; 1,555.54 1 1 . 3,174,00 4 1 49.011 ; Moment 9,210.12't 1 14,173.75'0 ; 64.981 1( -- CONTROL 1 Bell. LL +DL Span 1 0,375' = L/ 587 ; 0.917° = L/ 240 1 40.851. 1 ; Deft. LL Span 1 0.300' = L/ 734 1 0.611° = L/ 360 1 49.041. 1 Brg. Length @ RI 1 1,503,35 1 1 2,999.59 1 , 50.121 1 • 1 Bra. Length @ R2 . 1,555.54 9 I 3,174.00 1 1 49.012 1 ; Web Stiffeners at: RI = 2-2x4's R2 = 2 -2x4's 2x4 Web stiffeners required at point load(s) `= 1,500.0 lbs. • • • • • • • • SUB MICRO -HOLD for Carrier Part Number: MITTAL M I C t'O M et I 48/50TC A/B04- A /B07,A/D08, A09,A/D12,D14,D16; 50TCQ A04- A07,D08 -D14; 48/50HC A04- A07,D08 -D14; FORM NO. 4250 - DATE: 8 / 11 50HCQ A04- A07,D08 -D12; 48 /50TF,TM,HJ 004 -014; 48/50HE 003 -006; 0406��� �� SUBMITTED TO 50TFQ 004 -014; 5OHJQ 008 -009 Units • COMPANY: • DRAWN BY B.KAHL JOB NAME: EQUIPMENT - NOTES: ' FEATURES; • Manufactured from 16 ga galvinized steel • Package includes: • (4) Hold -Down brackets (48) #10 x 1/2" tek screws (12) per bracket O • Some units may require additional Hold- Downs. • Use of this bracket provides a secure connection of the Q rooftop unit to the curb, but does not result in a calcu- O O fated curb. 1 • When attaching the brackets, confirm there will be no y 0 interference with anything on the unit base rail. • 4.129" .941" • O O O O 6" • • 2.757 • I / THIS DOCUMENTIS THE PROPERTY OF MICRO METL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MICRO METL'S WRITTEN CONSENT. • MICROMETL CORPORATION • 3035 N. SHADELAND AVENUE, SUITE 300 • INDIANAPOLIS, IN. 46226 • 1- 800 -662 -4822 ••• MICROMETL WEST • 202 SOUTH 18TH ST. • SPARKS, NV 89431 • 1 -800- 884-4662 '• • STANDARD FEATURES (cont.) " OPTIONS AND ACCESSORIES Standard Warranty • I5 - year gas heat exchanger parts - Stainless Steel _ • 10 - year gas heat exchanger parts - Aluminized FACTORY - INSTALLED OPTIONS (FlOPs) FIELD INSTALLED ACCESSORIES • 5 -year compressor parts ❑ Open protocol controller communicates to ❑ Ecunomizer ` IV-electromechanical, gear driven with • 1 -year pans LON• MODBUS. BACNE'I' and Johnson N2 protocols. Ilelimo actuator (2 -10v DC signal) and controller ❑ C('N Direct Digital Control (DDC) - I'remierl.ink' ❑ IiconomiSer"'2- compatible with UDC controls; gear ❑ Through the base connectors for gas and electric driven with Belittle actuator (4i 2 0mA) signal and PERFORMANCE DATA conduit /piping no controller ❑ Stainless steel gas /teat exchanger (includes tubes. 0 Power exhaust - prop fan design vestibule plate and collector box) 0 'IWo- position motorized outdoor air damper Unit Operating Weight lb Curb Weight lb ❑ Ihrntidi- MiZcr on-demand adaptive debumidificaticu ❑ Manual outside air damper 25!4 • systrttt ❑ Manual outside air damper 50^. Cooling, a lll Economizer with d bulk sensin and barometric rY g ❑ Roofeurb - 14 inch (i56mm) tall • Gross Total Capacity: lituh Heating Capacity: re t ❑ Roofeurb - 24 inch (610mm) 411 at Condenser Air'Icmperature °F Stage I Binh ❑ Economizer with cnthulpy sensing and barometric ❑'ILrv- tlic - botunn connections - electrical only Gross Sensible Capacity: Btuh Stage 2 Bath relief* ('ontpressor Power Input: kW !leafing Capacity Total Mull 2 position motorized outdoor air damper* ❑ Thru- the -b connections-electrical and gas ❑ 'Condenser hail guard - luuvcrcd style Indoor Entering db °F web °F Stage 1 kW ❑ Non -fused disconnect Flue Airflow External Static Pressure in.wg Stage 2 kW ❑ Powered I I 5 -volt convenience outlet' ❑ ine shield 0, line discharge deflector • Indoor pan Motor Size Up Ileating Capacity Total . - kW ❑ Nun - powered 1.15 -yob convenience outlet ❑ Liquid propane (LP) conversion kit .. Exhaust Fan Motor Size Hp ❑ High static evaporator fan motor' • • ❑ Return Air smitke drterroi ❑ High altitude conversion kit - ❑ Supply Air stnukc detector ❑ Phase. monitor (loss of phase /phase reversal) • CO, sensor ❑ Wittier start kit- down to 25 ° F ( -4 ° C) • ❑ Fan/hiller status switch ' ❑ Condenser hail guard - louvered style° ❑ Low uutbicm head pressure controller, ' • • ❑ Special acting protection for evaporator down to 0 °F (-18°() • • and condenser coils' - ELECTRICAL DATA ' Nu available for sink phase (-3 voltage) models. ❑ down ambient head pressure controller, t y single P (-• b) down m -20 °F ( -29 °C) Power Supply to Unit Volts Phase I Ie ❑ lime Guard II compn•ssor anti -cycle protection Minimum Circuit Amps Maximum Overcurrent Protection - ❑ Return Air smoke detector • OPTIONAL WARRANTIES ❑Supply Air smoke detector • ❑ Complete Unit Pans O up to 5 years 0 Thtemtostuls and Sensors • ❑ Complete Unit Parts and Labor up to 5 yeah • Many other optional warranties are available. Economiser Sensors . Sec the Commercial Start-Up and Optional Extended arranty Price price pages for further infortnation. ❑ Single Dry bulb control Warranty SUBMITTAL DATA ❑ Differential Dry bulb control ❑ Single enthalpy control Job Name ❑ Differential enthalpy control • ❑ CO, - wall mounted Architect - ❑ CO2 - duct mounted Engineer ❑ CO2 - unit mounted Contractor Unit Designation . • ? 4 • • .. • • • Jolt Data: Location: 48TC WeatherMaker Series - !Inver: "Buyer eo.n: Carrier: Single Package Rooftop �� unit Number: Model Number. • Gas Heating /Electric Cooling Unit ., Ca rrie) _ Unit fksignaliun • Sizes 04 — 07 with Purone (R -410A) Refrigerant H r[urutntteo Dula certified B turn to the experts ® ;VIM CERTIFIED. 1.0111• � DESCRIPTION - r , "'" + , ro , ' � 1fO 4R IC units are single - packaged electric cooling. gas heating Submittal Data C US w•dp�no. units that am pm -wired and pre- charged with Pumn m .x...uy •a■t+. (R -410A) IIFC refri The units are factory tested in Certified to ISO 9001 .. � as both heating and cooling modes. These units meet the ASI RAF 911.1 -21017 efficiency levels. [ASHRAE & — PERFORMANCE DATA ' ° )(Q� 7 1' Puron — CERTIFIED DIMENSION PRINTS c ..._...._...._......,., — CERTIFIED ROOF CURB STANDARD FEATURES DIMENSION PRINTS Base Unit Cabinet • Puma (R -4I0A) HFT: refrigerant • Access panels with easy grip handles — SERVICE OPTION DIMENSION • SEER's up to 13.0 (04 -06 sizes) • Innovative, easy starting, no -strip screw feature on unit PRINTS • FLR•s top to 11.11 access panels • llil ?R 11.2 (07 size only) • Pre- painted exterior panels and primer -coated interior • Rated in accordance with AJIRI Standards 210/240 pattils tested to 500 hours salt spray protection (04 -116 sizes) and 340/360 ((Mize) • Fully insulated cabinet • Designed in accordance with Underwriters' • Tool-less filter access door Laboratories Std 1995 and listed by UL and UL. Canada Refrigerant System • Single -stage cooling capacity control • Acutrol'" refrigerant metering system • Non- corrosive composite sloping design: side or center • liquid line filter drier drain condensate pan. Meets ASIIRAE Standard 62 • Scroll compressors with internal line -break overload • Standard cooling operating range from 40 ° F up to protection . 115° F (4 °C up to 46 °C). Field installable accessory • Copper tube. aluminum fin coils with optional cormsiun extends the minimum down to -20°F ( -29 °C) resistant coils. Corrosion resistant coils are not available • Field convertible from vertical to horizontal airflow for for single phase ( -3 voltage) models. slab mounting — No special kits required • Removable gauge : line plugs for reading refrigerant • F■o -inch disposable return air filters pressure with unit panels in place • Thru -the -bottom power and gas entry capability ('as Heat • Single print gas and electric c • IOC solid-state gas heal exchanger control for on -hoard • • 24 -volt control circuit protected with rescuable circuit diagnostics. anti -cycle protection. I.E1) error code breaker designation. burner control logic and energy saving • Belt drive, constant torque. permanently lubricated indoor fan motor delay evaporator-fun motor • Dedicated 3 -5 ton "1.ow NOx" models available that • Vitally enclresed condenser motors with permanently meet California Air Quality Management NOx lubricated bearings requirement of 40 nangarns /joule or less. Low Nitx • low- pressure and high - pressure switches models include stainless sk brut exchangers • • Full perimeter base rail with built -in rigging adapters • Gas efficiencies tip to 82% and fork truck sluts_ • Inducted draft combustion • Centralized terminal board facilitating simple safely • Redundant gas valve, with 2 states of heating Copyright 2011 Carnet Carp• 7310 Y:. Yon aL• •w..pm. ca moo Pnrb°m U.S.A. &Mon am: Wlr Catalog No: 48TC -toss circuit troubleshooting and sim control box • Flame roll -out safety protector w.. n.. e° yr ....... w right m *es, al any a°»,.pwrbeen• and d.•+ .ebe.,m..nm.m,:a arrangement o.. ela�+rs... n.pi.r.•.me_oese • Solid-slate electronic direct spark ignition system • 1 V L • - a _• ' , .. • ROO CURB DETAILS . • • - "•CONNECTOR DALT ACCESSORY ROOFCURB PKC.ACCY: B C DRAIN OAS _ POWER CONTROL POWER ACCESSORY A ' UNIT SIZE • _ • . • .. ' HOLE. . CRSTMPWI1001A01 ° : � Ilgl CRRFCURB001A01 1 -Y . 1'.g 11!1: 1' .4 IiY NPT i (IS) 1n 1 W 112.7] I • •STC'00.07 .. CRBTMPWR00.'IAO1 1551] [40131 y l 7J l [44.5) NPT N NPi CRRFCURB002A01 IOf OJ NPT NOTES: • ' I. Roof oob accossory is shippod dlsasaamblod. _ -' 2. Insulated panels. 3. Dimenebns in I J are in mtl8metero. C 4. Roof curb: galvanized steel. 5. Altath ductwork to curb ' (flanges al duct rest on curb). �� B. Service clearance: • 11 on oath side. - r • i 7. b Di.oction of elrtoer; - C B. Connector package CRBTMPWROOIAOI b for , . t . , - - thru-Ora -curb type gas. . r CRBTMPWRO0.TA01 ieke Ihrudlro beso typo • • l' gas connections. .. . a 1a10.110.nn /, 1�I /II mIC.L r.1 51LIS ' 16.71 ' 1 I • .• �� 6 • 1,10.011,1mr Tr N i.. T_O l cone 1cu e, M. 131 IN . . . Wr YOf • rye i C I]w m.1 V9 , uln0 awl na, - _ • ~ 11 e Al �ee1 r•:, m .l ��� .:.0'CM a .a mp° • • NM o MI 1 • • i' .rt n1: • *101 . . . I I' .a 9e■1[' • . ® i 1 \ I 11 c o S I .i.e../ VIEW 'A -A' • / :a�. I \ a\ "lea n/ J <,.... - e e ar - . • r . i i > �: n 1.,, >.1= . • - Y [rn «nt V .. • CI tO•e 7 8 • • , CERTIFIED DIMENSION 48TC**04-07 - - - - - - - • Ii ' i"F:1.1::;.:TIl,"'"' :le KS,..-■,:;:;, 7 19 CIVIld (I f.1•111, '— - 1 . • ECIrl -- 1--- , r r• :rri c• ,,,, , 11,..I 'Mg= ! ..., „, 1,74 ■• .: + ::: 11 .11 4.1 1 ,'•.— NV -----.- I I I . '- 1 d•r liC Ilt Mr. •or..7.-. o.• ' ..: j . 4, _ 1 . • • .'4,,;" r,r.I.". . 1 I I C7 I V1Y 117V:ZI1 . I 1 . II - .:Ni;,.. 1 : i' 7: -,,,..: i::•.,,,, , ..,..:.-77..:i1,:. -- 3 . ----,-. !;„„ ..:-x-7 1 DAC! ton' ' • I ' :Iii.I.T..;i:II ■Tgi gine , 1 NA .... .... • I ••■•!■ c1=1VC•r11:W1/71 : ' 1 ,• * •• ' .'''' a !::;,.. : 1 .7 •, : .;,. ;I:' Silr ;•,;,. ___. I ;',;'. , ,' IIV ■iili• IL., ,...., /I .1 i 1 • 1 : ( —• 1.J t I __ • 1 -- •;41 - :; i ;.,;;, , ----""---- /li'•'4:;! I• . , ,•‘.;.•.. I et ,-- Igr"" ,..- i iiVIT,N!. aft • ,-M:7. • , O ' , . 11 . ..•••<••■••—: I . .... '•-•' ' . 11 '.' I ga Tre 70131 1 r:::11 -., .. ! _ ..1 -- NI . ,.. I yo , — !10 -- - : • , t 4 ilt:11.. I • ,....:„ Ii.;..: 0:38 I " , --- i-P'"' T , 51..!"993 C.00373 48TC 48TC CERTIFIED DIMENSION 48TC**04-07 . „, .,:i',7 a:".:. • -- - - z --- - , - _ _ . . 9,44, .4, ,:4 .1, p !,, t: I,: • 46 d11 ,1 1•.•••: 11 CAC !• )11 1•11/ . 0,411 .. 11 , 1/. - .12. ,i O. 11 • 1.0 7 10 ' :1 li •I: 17 1,1•: LT '•:1: 16 111 /t1 111 t• !•• •1 !Id . 11 dr 1, I/ Or , 11 IMO t: 1.• IOC 4,44' •:7 ill. .1.1 1. !•1 11 i7.1 ! 11 ty, ,1 ,I 4, •,,, up• ,4 1,4 WI, I :Ohl 4 / CONED B 0 • .5:0,....,. NV ' ■'IIE,IA . I • 1 I . ;, :i { . . , ' ' '. 4 : " I . . . 1 ......" . S I . . (.1) D I - -- - CORDED. C I .. . _ I 'OF •.• I I I . ■ a I RMEgg__. c 1 I : L I M-914 7 " • = ROC _.. -a __ [77.: _.. 09 a I I • IRO' .. ,, . I . 3, c3 . . _ DN E.47 1 I ,,-„, 1,... . - - COM. . .