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Home My WebLink AboutRMDL2003-02215 THE ZONE 2001 HOLLEMAN DR W BL 4 BUILDING PERMITPREPARED 9/22/03, 7:15:13 INSPECTION TICKET PAGE 9 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 9/22/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 2001 HOLLEMAN DR W BLDG 4 SUBDIV: WOODWAY VILLAGE #1 TENANT, NBR: BUILDING 4 CONTRACTOR PENCO CONSTRUCTION CO. PHONE (713) 460-3363 OWNER FAIRFIELD PINNACLE, LTD. PHONE PARCEL 672600-0100-0010 APPL NUMBER: 03-00002215 RESIDENTIAL, REMODEL & RENOVATION ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B135 01 8/08/03 BI BLDG, CEILING COVER UP TIME: 17:00 8/11/03 CA 08/07/2003 03:24 PM MALFORD PLEASE CALL RICHARD WHEN YOU ARE GOING TO BE THERE @ 7135399383 SO HE CAN MEET YOU THERE B115 01 8/11/03 OC BLDG, FRAMING TIME: 17:00 8/12/03 AP B130 01 8/12/03 CH BLDG, INSULATION TIME: 17:00 8/12/03 AP 08/11/2003 04:15 PM KELMENDORF B125 01 9/22/03 BI BLDG, FINAL TIME: 17:00 i��O � 09/19/2003 03:52 PM GCARRILLO request for afternoon ----------------------------------- CONTINUED ONTO NEXT PAGE-------- N &-, vte 0A b� t■ I 0 FIRE REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS THE ZONE AT COLLEGE STATION 2001 WEST HOLLEMAN COLLEGE STATION, TX 77841 LIVING ROOM 13' x 15.5' x 8' Submitted by: Brad Bowers Penco Construction Co. July'8, 2003 FIRE RESTORATION BUILDING #4 AT APARTMENT # 411 Replace Wall Sheetrock & Finish 384 SF Paint Walls 384 SF Replace Ceiling Sheetrock & Finish 202 SF Paint Ceiling 202 SF Replace French Patio Door Unit 1 EA Replace Blinds -(Small) 1 EA. Clean -Seal & Paint Entry Door 2 SIDE Replace Door Trim 1 TL Clean Window Unit 2 EA Replace Blinds -(Large) 1 EA Replace Window Stool & Apron 6 LF Replace Ceiling Fan w/Light Kit - (See Electrical) 1 EA Replace Base Cabinets 4 LF Replace Counter Top 4 LF Replace Base Mold 48 LF Paint Base Mold 48 LF Clean & Wax Floor 16 SF ENTRY CLOSET 2.5' x X x 8' mupiace wan -jneetroCK & Finish 88 SF Paint Walls 88 SF Replace Ceiling Sheetrock & Finish 8 SF Paint Ceiling 8 SF Replace Hollow Core Door Unit 1 EA Replace Interior Door Hardware 1 EA Paint Interior Door 2 SIDE Paint Door Trim 2 EA Replace Coated Wire Shelving 3 LF Replace Base Mold 11 LF Paint Base Mold 11 LF Page 1 PENCO CONSTRUCTION COMPANY I Page 2 FIRE REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS BEDROOM #1 10.5' x 11' x 8' Replace Wall Sheetrock & Finish 344 SF Paint Walls 344 SF Replace Ceiling Sheetrock & Finish 116 SF Paint Ceiling 116 SF Replace Solid Core Interior Door Unit 1 EA Replace Interior Door Hardware 1 EA Replace Interior Deadbolt 1 EA Paint Interior Door 2 SIDE Paint Door Trim 2 EA Clean Window Unit 1 EA Replace Blinds -(Small) 1 EA Replace Window Stool & Apron 3.5 LF Paint Window Stool & Apron 3.5 LF Replace Ceiling Fan w/Light Kit - (See Electrical) 1 EA Replace Wall Cabinet/Shelves 5 LF Replace Base Cabinets 1 TL Replace Counter Top 8.5 LF Replace Base Mold 43 LF Paint Base Mold 43 LF BEDROOM #1 CLOSET 2' x 6.5' x 8' Replace Wall Sheetrock & Finish 136 SF Paint Walls 136 SF Replace Ceiling Sheetrock & Finish 13 SF Paint Ceiling 13 SF Replace 7' Mirrored Bi-Pass Door Unit 1 EA Replace Coated Wire Shelving 13 LF Replace Base Mold 17 LF Paint Base Mold 17 LF PENCO CONSTRUCTION COMPANY FIRE REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS BATHROOM #1 5.5' x 9' x 7' Replace Wall Sheetrock & Finish 232 SF Paint Walls 232 SF Replace Ceiling Sheetrock & Finish 50 SF Paint Ceiling 50 SF Replace Hollow Core Door Unit 1 EA Replace Interior Door Hardware 1 EA Paint Interior Door 2 SIDE Paint Door Trim 2 EA Clean Window Unit 1 EA Replace Blinds -(Small) 1 EA Replace Window Stool & Apron 2 LF Paint Window Stool & Apron 2 LF Replace 6 Bulb H-wood Light Fixture -(See Elect.) 1 EA Replace Vanity Cabinet 3.5 LF Replace Vanity Top 3.5 LF Replace Lavatory - (See Plumbing) 1 EA Replace Lavatory Trim - (See Plumbing) 1 EA Replace Mirror -No Frame 11 SF Clean Tub 1 EA Clean Commode 1 EA Remove & Reset Commode - (See Plumbing) 1 EA Replace Ceramic Tile 60 SF Replace Bath Accessories 5 EA Replace Base Mold 15 LF Paint Base Mold 15 LF KITCHEN 9' x 10' x 8' Replace Wall Sheetrock & Finish 236 SF Paint Walls 236 SF Replace Ceiling Sheetrock & Finish 90 SF Paint Ceiling 90 SF Replace Wall Cabinets 13 LF Replace Base Cabinets 6 LF Replace Counter Top w/4" Splash 15 LF Replace Pantry Cabinet 1 EA Replace Kitchen Sink - (See Plumbing) 1 EA Replace Sink Faucet - (See Plumbing) 1 EA Replace Disposal - (See Plumbing) 1 EA Replace Fluorescent Light Fixture -(See Electrical) 1 EA Replace Base Mold 24 LF Paint Base Mold 24 LF Page 3 PENCO CONSTRUCTION COMPANY FIRE REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS Page 4 UTILITY CLOSET 3' x 8.5' x 8' PLUS OFFSET 2' x 2' x 8' Replace Wall Sheetrock & Finish 216 SF Paint Walls 216 SF Replace Ceiling Sheetrock & Finish 30 SF Paint Ceiling 30 SF Replace Hollow Core Door Unit 1 EA Replace Interior Door Hardware 1 EA Replace Coated Wire Shelving 3 LF Replace Light Fixture - (See Electrical) 1 EA Replace Platform for Water Heater 1 TL Replace Base Mold 27 LF Paint Base Mold 27 LF HALLWAY 3' x 22.5' x 8' Replace Wall Sheetrock & Finish 360 SF Paint Walls 360 SF Replace Ceiling Sheetrock & Finish 68 SF Paint Ceiling 68 SF Replace Light Fixture - (See Electrical) 1 EA Replace Light Fixture - (See Electrical) 1 EA Replace Base Mold 45 LF Paint Base Mold 45 LF LINEN CLOSET 1.5' x 2' x 8' Replace Wall Sheetrock & Finish 56 SF Paint Walls 56 SF Replace Ceiling Sheetrock & Finish 3 SF Paint Ceiling 3 SF Replace Coated Wire Shelving 10 LF Replace Linen Front 1 EA Replace Base Mold 7 LF Paint Base Mold 7 LF PENCO CONSTRUCTION COMPANY It FIRE REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS Page 5 BEDROOM #2 10' x 11.5' x 8' PLUS OFFSET 2.5' x 5' x 8' Replace Wall Sheetrock & Finish 384 SF Paint Walls 384 SF Replace Ceiling Sheetrock & Finish 128 SF Paint Ceiling 128 SF Replace Solid Core Interior Door Unit 1 EA Replace Interior Door Hardware 1 EA Replace Interior Deadbolt 1 EA Paint Interior Door 2 SIDE Paint Door Trim 2 EA Clean Window Unit 1 EA Replace Blinds -(Small) 1 EA Replace Window Stool & Apron 4 LF Paint Window Stool & Apron 4 LF Replace Ceiling Fan w/Light Kit - (See Electrical) 1 EA Replace Wall Cabinet/Shelves 5 LF Replace Counter Top 8.5 LF Replace Base Cabinets 1 TL Replace Base Mold 48 LF Paint Base Mold 48 LF BEDROOM CLOSET #2 2.5' x 6' x 8' Replace Wall Sheetrock & Finish 136 SF' Paint Walls 136 SF Replace Ceiling Sheetrock & Finish 15 SF Paint Ceiling- 15 SF Replace 7' Mirrored Bi-Pass Door Unit 1 EA Replace Coated Wire Shelving 12 LF Replace Base Mold 17 LF Paint Base Mold 17 LF PENCO CONSTRUCTION COMPANY FIRE REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS Page 6 BATHROOM#2 5.5'x9'x7' Replace Wall Sheetrock & Finish 232 SF Paint Walls 232 SF Replace Ceiling Sheetrock & Finish 0 SF Paint Ceiling 50 SF Replace Hollow Core Door Unit 1 EA Replace Interior Door Hardware 1 EA Paint Interior Door 2 SIDE Paint Door Trim 2 EA Replace 6 Bulb H-wood Light Fixture -(See Elect.) 1 EA Replace Vanity Cabinet 3.5 LF Replace Vanity Top 3.5 LF Replace Lavatory - (See Plumbing) 1 EA Replace Lavatory Trim - (See Plumbing) 1 EA Replace Mirror -No Frame 11 SF Clean Tub 1 EA Clean Commode 1 EA Remove & Reset Commode - (See Plumbing) 1 EA, Replace Ceramic Tile 60 SF Replace Bath Accessories 5 EA Replace Base Mold 15 LF Paint Base Mold 15 LF BEDROOM #3 9.5' x 11.5' x 8' PLUS OFFSET 3.5' x 6' x 8' PLUS OFFSET 2.5' x 5' x 8' Replace Wall Sheetrock & Finish 472 SF Paint Walls 472 SF Replace Ceiling Sheetrock & Finish 143 SF Paint Ceiling 143 SF Replace Solid Core Interior Door Unit 1 EA Replace Interior Door Hardware 1 EA Replace Interior Deadbolt 1 EA Paint Interior Door 2 SIDE Paint Door Trim 2 EA' Replace Ceiling Fan w/Light Kit - (See Electrical) 1 EA Clean Window Unit 1 EA Replace Blinds -(Small) 1 EA Replace Window Stool & Apron 3.5 LF Paint Window Stool & Apron 3.5 LF Replace Wall Cabinet/Shelves 5 LF Replace Base Cabinets 1 TL Replace Counter Top 8.5 LF Replace Base Mold 59 LF Paint Base Mold 59 LF PENCO CONSTRUCTION COMPANY FIRE REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS Page 7 BEDROOM #3 CLOSET 2.5' x 6' x 8' Replace Wall Sheetrock & Finish 136 SF Paint Walls 136 SF Replace Ceiling Sheetrock & Finish 15 SF Paint Ceiling 15 SF Replace 7' Mirrored Bi-Pass Door Unit 1 EA Replace Coated Wire Shelving 12 LF Replace Base Mold 17 LF Paint Base Mold 17 LF BATHROOM #3 5' x 9' x 8' Replace Wall Sheetrock & Finish 224 SF Paint Walls 224 SF Replace Ceiling Sheetrock & Finish 45 SF Paint Ceiling 45 SF Replace Hollow Core Door Unit 1 EA Replace Interior Door Hardware 1 EA Paint Interior Door 2 SIDE Paint Door Trim 2 EA Replace Vanity Cabinet 3 LF Replace Vanity Top 3 LF Replace Lavatory - (See Plumbing) 1 EA Replace Lavatory Trim - (See Plumbing) 1 EA Replace Mirror -No Frame 9 SF Replace 6 Bulb H-wood Light Fixture -(See Elect.) 1 EA Clean Tub 1 EA Clean Commode 1 EA Remove & Reset Commode - (See Plumbing) 1 EA Replace Bath Accessories 5 EA Replace Ceramic Tile 60 SF Replace Base Mold 18 LF Paint Base Mold 18 LF PENCO CONSTRUCTION COMPANY FIRE REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS Page 8 BEDROOM #4 9.5' x 11.5' x 8' PLUS OFFSET 3.5' x 4' x 8' PLUS OFFSET 2.5' x 5' x 8' Replace Wall Sheetrock & Finish Paint Walls Replace Ceiling Sheetrock & Finish Paint Ceiling Replace Solid Core Interior Door Unit Replace Interior Door Hardware Replace Interior Deadbolt Replace Ceiling Fan w/Light Kit - (See Electrical) Clean Window Unit Replace Blinds -(Small) Replace Window Stool & Apron Paint Window Stool & Apron Replace Wall Cabinet/Shelves Replace Counter Top Replace Base Cabinets Replace Base Mold Paint Base Mold BEDROOM CLOSET #4 2.5' x 6' x 8' 472 SF 472 SF 136 SF 136 SF 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 3.5 LF 3.5 LF 5 LF 8.5 LF 1 TL 59 LF 59 LF r upldce vvau JneeirocK & Finish 136 SF Paint Walls 136 SF Replace Ceiling Sheetrock & Finish 15 SF Paint Ceiling 15 SF Replace T Mirrored Bi-Pass Door Unit 1 EA Replace Coated Wire Shelving 12 LF Replace Base Mold 17 LF Paint Base Mold 17 LF PENCO CONSTRUCTION COMPANY FIRE REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS Page 9 BATHROOM 94 5' x 9' x 8' Replace Wall Sheetrock & Finish 224 SF Paint Walls 224 SF Replace Ceiling Sheetrock & Finish 45 SF Paint Ceiling 45 SF Replace Hollow Core Door Unit 1 EA Replace Interior Door Hardware 1 EA Paint Interior Door 2 SIDE Paint Door Trim 2 EA Replace Vanity Cabinet 3 LF Replace Vanity Top 3 LF Replace Lavatory - (See Plumbing) 1 EA Replace Lavatory Trim - (See Plumbing) 1 EA Replace Mirror -No Frame 9 SF Replace 6 Bulb H-wood Light Fixture -(See Elect.) 1 EA Clean Tub 1 EA Clean Commode 1 EA Remove & Reset Commode - (See Plumbing) 1 EA Replace Bath Accessories 5 EA Replace Ceramic Tile 60 SF Replace Base Mold 18 LF Paint Base Mold 18 LF STORAGE CLOSET 2.5' x 5.5' x 8' Clean -Seal & Paint Walls 128 SF Replace Ceiling Sheetrock & Finish 14 SF Paint Ceiling 14 SF, Replace Hollow Core Storage Door 1 EA Replace Storage Door Hardware 1 EA Replace Light Fixture - (See Electrical) 1 EA STORAGE CLOSET 3' x 5' x 8' Replace Wall Sheetrock & Finish 128 SF Replace Ceiling Sheetrock & Finish 15 SF STORAGE CLOSET#2 3' x 5' x 8' Replace Wall Sheetrock & Finish 128 SF Replace Ceiling Sheetrock & Finish 15 SF STORAGE CLOSET #3 3' x 5' x 8' Replace Wall Sheetrock & Finish 128 SF Replace Ceiling Sheetrock & Finish 15 SF FRAMING & ROOFING Replace Furrdown Framing 100 BF PENCO CONSTRUCTION COMPANY FIRE REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS Page 10 PLUMBING Unit 411 - (1 EA) - Replace plumbing fixtures as indicated in the scope of work. Remove & Reset water heater. PLUMBING - TOTAL 1 LS HVAC Units 411 - (1 EA) - Replace Fire dampers, registers, & trim out HVAC System. HVAC - TOTAL 1 LS ELECTRICAL Unit 411 - (1 EA) - Replace electrical fixtures as indicated in the scope of work. Replace all outlets, switches, plugs, phonejacks, cablejacks, & smoke detectors. ELECTRICAL - TOTAL 1 LS Demolition Labor Rentals - Dumpster Replace R-11 Wall Insulation Bioscide Wall Framing General Clean GENERAL 72 HR 1 LD 1304 SF 1 TL 1 TL PENCO CONSTRUCTION COMPANY V Page 1 "K5 Fct1'A1H SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS Submitted by: THE ZONE AT COLLEGE STATION Brad Bowers 2001 WEST HOLLEMAN Penco Construction Co. COLLEGE STATION, TX 77841 July 8, 2003 EXHIBIT "A" FIRE RESTORATION BUILDING #4 AT APARTMENT # 421 LIVING ROOM 13' x 15.5' x 8' Replace Wall Sheetrock & Finish 384 SF Paint Walls 384 SF Replace Ceiling Sheetrock & Finish 202 SF Paint Ceiling 202 SF Replace Entry 6 Paneled Metal Door Unit 1 EA Replace Entry Door Lever Hardware 1 EA Replace Blinds -(Small) 1 EA Clean -Seal & Paint Patio Door 2 SIDE Replace Door Trim 1 TL Clean Window Unit 2 EA Replace Blinds -(Large) 1 EA Replace Window Stool & Apron 6 LF Replace Ceiling Fan w/Light Kit - (See Electrical) 1 EA Replace Base Cabinets 4 LF Replace Counter Top 4 LF Replace Base Mold 48 LF Paint Base Mold 48 LF Clean & Wax Floor 12 SF PENCO CONSTRUCTION COMPANY r Page 2 HHE: REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS ENTRY CLOSET 2.5' x 3' x 8' Replace Wall Sheetrock & Finish 88 SF Paint Walls 88 SF Replace Ceiling Sheetrock & Finish 8 SF Paint Ceiling 8 SF Replace Hollow Core Door Unit 1 EA Replace Interior Door Hardware 1 EA Paint Interior Door 2 SIDE Paint Door Trim 2 EA Replace Coated Wire Shelving 3 LF Replace Base Mold 11 LF Paint Base Mold 11 LF BEDROOM #1 10.5' x 11' x 8' Replace Wall Sheetrock & Finish 344 SF Paint Walls 344 SF Replace Ceiling Sheetrock & Finish 116 SF Paint Ceiling 116 SF Replace Solid Core Interior Door Unit 1 EA Replace Interior Door Hardware 1 EA Replace Interior Deadbolt 1 EA Paint Interior Door 2 SIDE Paint Door Trim 2 EA Clean Window Unit 1 EA Replace Blinds -(Small) 1 EA Replace Window Stool & Apron 3.5 LF Paint Window Stool & Apron 3.5 LF Replace Ceiling Fan w/Light Kit - (See Electrical) 1 EA Replace Wall Cabinet/Shelves 5 LF Replace Counter Top 8.5 LF Replace Base Cabinet 1 TL Replace Base Mold 43 LF Paint Base Mold 43 LF BEDROOM #1 CLOSET 2' x 6.5' x 8' Replace Wall Sheetrock & Finish 136 SF Paint Walls 136 SF Replace Ceiling Sheetrock & Finish 13 SF Paint Ceiling 13 SF Replace 7' Mirrored Bi-Pass Door Unit 1 EA Replace Coated Wire Shelving 13 LF Replace Base Mold 17 LF Paint Base Mold 17 LF PENCO CONSTRUCTION COMPANY Page 3 HRE REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS BATHROOM #1 5.5' x 9' x 7' Replace Wall Sheetrock & Finish 232 SF Paint Walls 232 SF Replace Ceiling Sheetrock & Finish 50 SF Paint Ceiling 50 SF Replace Hollow Core Door Unit 1 EA Replace Interior Door Hardware 1 EA Paint Interior Door 2 SIDE Paint Door Trim 2 EA Clean Window Unit 1 EA Replace Blinds -(Small) 1 EA Replace Window Stool & Apron 2 LF Paint Window Stool & Apron 2 LF Replace 6 Bulb H-wood Light Fixture -(See Elect.) 1 EA Replace Vanity Cabinet 3.5 LF Replace Vanity Top 3.5 LF Replace Lavatory - (See Plumbing) 1 EA Replace Lavatory Trim - (See Plumbing) 1 EA Replace Mirror -No Frame 11 SF Clean Tub 1 EA Clean Commode 1 EA Remove & Reset Commode - (See Plumbing) 1 EA Replace Ceramic Tile 60 SF Replace Bath Accessories 5 EA Replace Base Mold 15 LF Paint Base Mold 15 LF KITCHEN 9' x 10' x 8' Replace Wall Sheetrock & Finish 236 SF Paint Walls 236 SF Replace Ceiling Sheetrock & Finish 90 SF Paint Ceiling 90 SF Replace Wall Cabinets 13 LF Replace Base Cabinets 6 LF Replace Counter Top w/4" Splash 15 LF Replace Pantry Cabinet 1 EA Replace Kitchen Sink - (See Plumbing) 1 EA Replace Sink Faucet - (See Plumbing) 1 EA Replace Disposal - (See Plumbing) 1 EA Replace Fluorescent Light Fixture -(See Electrical) 1 EA Replace Base Mold 24 LF Paint Base Mold 24 LF PENCO CONSTRUCTION COMPANY Page 4 FIRE REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS UTILITY CLOSET 3' x 8.5' x 8' PLUS OFFSET 2' x 2' x 8' Replace Wall Sheetrock & Finish 216 SF Paint Walls 216 SF Replace Ceiling Sheetrock & Finish 30 SF Paint Ceiling 30 SF Replace Hollow Core Door Unit 1 EA Replace Interior Door Hardware 1 EA Replace Coated Wire Shelving 3 LF Replace Light Fixture - (See Electrical) 1 EA Replace Base Mold 27 LF Paint Base Mold 27 LF HALLWAY 3' x 22.5' x 8' Replace Wall Sheetrock & Finish 360 SF Paint Walls 360 SF Replace Ceiling Sheetrock & Finish 68 SF Paint Ceiling 68 SF Replace Light Fixture - (See Electrical) 1 EA Replace Light Fixture - (See Electrical) 1 EA Replace Base Mold 45 LF Paint Base Mold 45 LF LINEN CLOSET 1.5' x 2' x 8' Replace Wall Sheetrock & Finish 56 SF Paint Walls 56 SF Replace Ceiling Sheetrock & Finish 3 SF Paint Ceiling 3 SF Replace Coated Wire Shelving 10 LF Replace Linen Front 1 EA Replace Base Mold 7 LF Paint Base Mold 7 LF PENCO CONSTRUCTION COMPANY Page 5 Nmf: RtPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS BEDROOM #2 10' x 11.5' x 8' PLUS OFFSET 2.5' x 5' x 8' Kepiace wall Sheetrock & Finish 384 SF Paint Walls 384 SF Replace Ceiling Sheetrock & Finish 128 SF Paint Ceiling 128 SF Replace Solid Core Interior Door Unit 1 EA Replace Interior Door Hardware 1 EA Replace Interior Deadbolt 1 EA Paint Interior Door 2 SIDE Paint Door Trim 2 EA Clean Window Unit 1 EA Replace Blinds -(Small) 1 EA Replace Window Stool & Apron 4 LF Paint Window Stool & Apron 4 LF Replace Ceiling Fan w/Light Kit - (See Electrical) 1 EA Replace Wall Cabinet/Shelves 5 LF Replace Counter Top 8.5 LF Replace Base Cabinet 1 TL Replace Base Mold 48 LF Paint Base Mold 48 LF BEDROOM CLOSET #2 2.5' x 6' x 8' Replace Wall Sheetrock & Finish 136 SF Paint Walls 136 SF Replace Ceiling Sheetrock & Finish 15 SF Paint Ceiling 15 SF Replace 7' Mirrored Bi-Pass Door Unit 1 EA Replace Coated Wire Shelving 12 LF Replace Base Mold 17 LF Paint Base Mold 17 LF PENCO CONSTRUCTION COMPANY Page 6 riRt RtPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS BATHROOM #2 5.5' x 9' x 7' Replace Wall Sheetrock & Finish 232 SF Paint Walls 232 SF Replace Ceiling Sheetrock & Finish 0 SF Paint Ceiling 50 SF Replace Hollow Core Door Unit 1 EA Replace Interior Door Hardware 1 EA Paint Interior Door 2 SIDE Paint Door Trim 2 EA Replace 6 Bulb H-wood Light Fixture -(See Elect.) 1 EA Replace Vanity Cabinet 3.5 LF Replace Vanity Top 3.5 LF Replace Lavatory - (See Plumbing) 1 EA Replace Lavatory Trim - (See Plumbing) 1 EA Replace Mirror -No Frame 11 SF Clean Tub 1 EA Clean Commode 1 EA Remove & Reset Commode - (See Plumbing) 1 EA Replace Ceramic Tile 60 SF Replace Bath Accessories 5 EA Replace Base Mold 15 LF Paint Base Mold 15 LF BEDROOM #3 9.5' x 11.5' x 8' PLUS OFFSET 3.5' x 6' x 8' PLUS OFFSET 2.5' x 5' x 8' Replace Wall Sheetrock & Finish 472 SF Paint Walls 472 SF Replace Ceiling Sheetrock & Finish 143 SF Paint Ceiling 143 SF Replace Solid Core Interior Door Unit 1 EA Replace Interior Door Hardware 1 EA Replace Interior Deadbolt 1 EA Paint Interior Door 2 SIDE Paint Door Trim 2 EA Replace Ceiling Fan w/Light Kit - (See Electrical) 1 EA Clean Window Unit 1 EA Replace Blinds -(Small) 1 EA Replace Window Stool & Apron 3.5 LF Paint Window Stool & Apron 3.5 LF Replace Wall Cabinet/Shelves 5 LF Replace Counter Top 8.5 LF Replace Base Cabinet 1 TL Replace Base Mold 59 LF Paint Base Mold 59 LF PENCO CONSTRUCTION COMPANY Page 7 FIRE REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS BEDROOM #3 CLOSET 2.5' x 6' x 8' Replace Wall Sheetrock & Finish 136 SF Paint Walls 136 SF Replace Ceiling Sheetrock & Finish 15 SF Paint Ceiling 15 SF Replace 7' Mirrored Bi-Pass Door Unit 1 EA Replace Coated Wire Shelving 12 LF Replace Base Mold 17 LF Paint Base Mold 17 LF BATHROOM #3 5' x 9' x 8' Replace Wall Sheetrock & Finish 224 SF Paint Walls 224 SF Replace Ceiling Sheetrock & Finish 45 SF Paint Ceiling 45 SF Replace Hollow Core Door Unit 1 EA Replace Interior Door Hardware 1 EA Paint Interior Door 2 SIDE Paint Door Trim 2 EA Replace Vanity Cabinet 3 LF Replace Vanity Top 3 LF Replace Lavatory - (See Plumbing) 1 EA Replace Lavatory Trim - (See Plumbing) 1 EA Replace Mirror -No Frame 9 SF Replace 6 Bulb H-wood Light Fixture -(See Elect.) 1 EA Clean Tub 1 EA Clean Commode 1 EA Remove & Reset Commode - (See Plumbing) 1 EA Replace Bath Accessories 5 EA Replace Ceramic Tile 60 SF Replace Base Mold 18 LF Paint Base Mold 18 LF PENCO CONSTRUCTION COMPANY Page 8 FIRE REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS BEDROOM #4 9.5' x 11.5' x 8' PLUS OFFSET 3.5' x 4' x 8' PLUS OFFSET 2.5' x 5' x 8' Replace Wall Sheetrock & Finish 472 SF Paint Walls 472 SF Replace Ceiling Sheetrock & Finish 136 SF Paint Ceiling 136 SF Replace Solid Core Interior Door Unit 1 EA Replace Interior Door Hardware 1 EA Replace Interior Deadbolt 1 EA Replace Ceiling Fan w/Light Kit - (See Electrical) 1 EA Clean Window Unit 1 EA Replace Blinds -(Small) 1 EA Replace Window Stool & Apron 3.5 LF Paint Window Stool & Apron 3.5 LF Replace Wall Cabinet/Shelves 5 LF Replace Base Cabinet 1 TL Replace Counter Top 8.5 LF Replace Base Mold 59 LF Paint Base Mold 59 LF BEDROOM CLOSET #4 2.5' x 6' x 8' Keplace Wall Sheetrock & Finish 136 SF Paint Walls 136 SF Replace Ceiling Sheetrock & Finish 15 SF Paint Ceiling 15 SF Replace 7' Mirrored Bi-Pass Door Unit 1 EA Replace Coated Wire Shelving 12 LF Replace Base Mold 17 LF Paint Base Mold 17 LF PENCO CONSTRUCTION COMPANY Page 9 FIRE REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS BATHROOM #4 5' x 9' x 8' Replace Wall Sheetrock & Finish 224 SF Paint Walls 224 SF Replace Ceiling Sheetrock & Finish 45 SF Paint Ceiling 45 SF Replace Hollow Core Door Unit 1 EA Replace Interior Door Hardware 1 EA Paint Interior Door 2 SIDE Paint Door Trim 2 EA Replace Vanity Cabinet 3 LF Replace Vanity Top 3 LF Replace Lavatory - (See Plumbing) 1 EA Replace Lavatory Trim - (See Plumbing) 1 EA Replace Mirror -No Frame 9 SF Replace 6 Bulb H-wood Light Fixture -(See Elect.) 1 EA Clean Tub 1 EA Clean Commode 1 EA Remove & Reset Commode - (See Plumbing) 1 EA Replace Bath Accessories 5 EA Replace Ceramic Tile 60 SF Replace Base Mold 18 LF Paint Base Mold 18 LF STORAGE CLOSET 2.5' x 5.5' x 8' Replace Wall Sheetrock & Finish 128 SF Paint Walls 128 SF Replace Ceiling Sheetrock & Finish 14 SF Paint Ceiling 14 SF Replace Hollow Core Storage Door 1 EA Replace Storage Door Hardware 1 EA Replace Light Fixture - (See Electrical) 1 EA STORAGE CLOSET #1 3' x 5' x 8' Replace Wall Sheetrock & Finish 128 SF Replace Ceiling Sheetrock & Finish 15 SF Replace Light Fixture - (See Electrical) 1 EA STORAGE CLOSET #2 3' x 5' x 8' Replace Wall Sheetrock & Finish 128 SF Replace Ceiling Sheetrock & Finish 15 SF Replace Light Fixture - (See Electrical) 1 EA STORAGE CLOSET #3 3' x 5' x 8' Replace Wall Sheetrock & Finish 128 SF Replace Ceiling Sheetrock & Finish 15 SF Replace Light Fixture - (See Electrical) 1 EA PENCO CONSTRUCTION COMPANY j Page 10 "HI: HtPAIH SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS AT APARTMENT # 431 LIVING ROOM 13' x 15.5' x 8' Kepiace wall Sheetrock & Finish 384 SF Paint Walls 384 SF Replace Ceiling Sheetrock & Finish 404 SF Paint Ceiling 202 SF Replace Entry 6 Paneled Metal Door Unit 1 EA Replace Entry Door Lever Hardware 1 EA Clean Window Unit 2 EA Replace Blinds -(Large) 1 EA Replace Window Stool & Apron 6 LF Paint Window Stool & Apron 6 LF Replace Ceiling Fan w/Light Kit - (See Electrical) 1 EA Replace Base Cabinets 4 LF Replace Counter Top 4 LF Replace French Door Unit 1 EA Replace Entry Door Hardware 1 EA Replace Blinds -(Small) 1 EA Replace Base Mold 48 LF Paint Base Mold 48 LF ENTRY CLOSET 2.5' x 3' x 8' Keplace Wall Sheetrock & Finish 88 SF Paint Walls 88 SF Replace Ceiling Sheetrock & Finish 16 SF Paint Ceiling 8 SF Replace Hollow Core Door Unit 1 EA Replace Interior Door Hardware 1 EA Paint Interior Door 2 SIDE Paint Door Trim 2 EA Replace Coated Wire Shelving 3 LF Replace Base Mold 11 LF Paint Base Mold 11 LF PENCO CONSTRUCTION COMPANY Page 11 "RE REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS BEDROOM #1 10.5' x 11' x 8' Keplace wall Sheetrock & Finish 344 SF Paint Walls 344 SF Replace Ceiling Sheetrock & Finish 232 SF Paint Ceiling 116 SF Replace Solid Core Interior Door Unit 1 EA Replace Interior Door Hardware 1 EA Replace Interior Deadbolt 1 EA Replace Aluminum Window Unit 1 EA Replace Window Stool & Apron 3.5 LF Paint Window Stool & Apron 3.5 LF Replace Blinds -(Small) 1 EA Replace Ceiling Fan w/Light Kit - (See Electrical) 1 EA Replace Counter Top 8.5 LF Replace Wall Cabinet/Shelves 5 LF Replace Base Cabinet 1 TL Replace Base Mold 4 LF Paint Base Mold 43 LF BEDROOM #1 CLOSET 2' x 6.5' x 8' Replace Wall Sheetrock & Finish 136 SF Paint Walls 136 SF Replace Ceiling Sheetrock & Finish 26 SF Paint Ceiling 13 SF Replace T Mirrored Bi-Pass Door Unit 1 EA Replace Coated Wire Shelving 13 LF Replace Base Mold 17 LF Paint Base Mold 17 LF PENCO CONSTRUCTION COMPANY Page 12 FIRE REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS BATHROOM #1 5.5' x 9' x 7' Keplace Wall Sheetrock & Finish 232 SF Paint Walls 232 SF Replace Ceiling Sheetrock & Finish 100 SF Paint Ceiling 50 SF Replace Sheetrock In Furrdown Ceiling 50 SF Replace Hollow Core Door Unit 1 EA Replace Interior Door Hardware 1 EA Paint Interior Door 2 SIDE Paint Door Trim 2 EA Clean Window Unit 1 EA Replace Window Stool & Apron 2 LF Paint Window Stool & Apron 2 LF Replace Blinds -(Small) 1 EA Replace 6 Bulb H-wood Light Fixture -(See Elect.) 1 EA Replace Vanity Cabinet 3.5 LF Replace Vanity Top 3.5 LF Replace Lavatory - (See Plumbing) 1 EA Replace Lavatory Trim - (See Plumbing) 1 EA Replace Mirror -No Frame 11 SF Replace Commode - (See Plumbing) 1 EA Replace Steel Tub - (See Plumbing) 1 EA Replace Tub Trim - (See Plumbing) 1 EA Replace Bath Accessories 5 EA Replace Ceramic Tile 60 SF Replace Base Mold 15 LF Paint Base Mold 15 LF KITCHEN 9' x 10' x 8' Keplace wall Sheetrock & Finish 236 SF Paint Walls 236 SF Replace Ceiling Sheetrock & Finish 180 SF Paint Ceiling 90 SF Replace Wall Cabinets 13 LF Replace Base Cabinets 6 LF Replace Counter Top w/4" Splash 15 LF Replace Pantry Cabinet 1 EA Replace Kitchen Sink - (See Plumbing) 1 EA Replace Sink Faucet - (See Plumbing) 1 EA Replace Disposal - (See Plumbing) 1 EA Replace Fluorescent Light Fixture -(See Electrical) 1 EA Replace Base Mold 24 LF Paint Base Mold 24 LF PENCO CONSTRUCTION COMPANY Page 13 FIRE REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS UTILITY CLOSET 3' x 8.5' x 8' PLUS OFFSET 2' x 2' x 8' Replace Wall Sheetrock & Finish 216 SF Paint Walls 216 SF Replace Ceiling Sheetrock & Finish 60 SF Paint Ceiling 30 SF Replace Hollow Core Door Unit 1 EA Replace Interior Door Hardware 1 EA Replace Coated Wire Shelving 3 LF Replace Platform for Water Heater 1 TL Replace Light Fixture - (See Electrical) 1 EA Replace Base Mold 27 LF Paint Base Mold 27 LF HALLWAY 3' x 22.5' x 8' Replace Wall Sheetrock & Finish 360 SF Paint Walls 360 SF Replace Ceiling Sheetrock & Finish 136 SF Paint Ceiling 68 SF Replace Light Fixture - (See Electrical) 1 EA Replace Base Mold 45 LF Paint Base Mold 45 LF LINEN CLOSET 1.5' x 2' x 8' Replace Wall Sheetrock & Finish 56 SF Paint Walls 56 SF Replace Ceiling Sheetrock & Finish 6 SF Paint Ceiling 3 SF Replace Coated Wire Shelving 3 LF Replace Linen Front 1 EA Replace Base Mold 7 LF Paint Base Mold 7 LF PENCO CONSTRUCTION COMPANY Page 14 r-utt MtPA►K SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS BEDROOM #2 10' x 11.5' x 8' PLUS OFFSET 2.5' x 5' x 8' Replace Wall Sheetrock & Finish Paint Walls Replace Ceiling Sheetrock & Finish Paint Ceiling Replace Solid Core Interior Door Unit Replace Interior Door Hardware Replace Interior Deadbolt Paint Interior Door Paint Door Trim Clean Window Unit Replace Blinds -(Small) Replace Window Stool & Apron Paint Window Stool & Apron Replace Ceiling Fan w/Light Kit - (See Electrical) Replace Counter Top Replace Wall Cabinet/Shelves Replace Base Cabinet Replace Base Mold Paint Base Mold BEDROOM #2 CLOSET 2.5' x 6' x 8' 384 SF 384 SF 256 SF 128 SF 1 EA 1 EA 1 EA 2 SIDE 2 EA 1 EA 1 EA 4 LF 4 LF 1 EA 8.5 LF 5 LF 1 TL 48 LF 48 LF Keplace Wall Sheetrock & Finish 136 SF Paint Walls 136 SF Replace Ceiling Sheetrock & Finish 30 SF Paint Ceiling 15 SF Replace 7' Mirrored Bi-Pass Door Unit 1 EA Replace Coated Wire Shelving 12 LF Replace Base Mold 17 LF Paint Base Mold 17 LF PENCO CONSTRUCTION COMPANY Page 15 FIRE REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS BATHROOM #2 5.5' x 9' x 7' Replace Wall Sheetrock & Finish 232 SF Paint Walls 232 SF Replace Ceiling Sheetrock & Finish 100 SF Paint Ceiling 50 SF Replace Sheetrock In Furrdown Ceiling 50 SF Replace Hollow Core Door Unit 1 EA Replace Interior Door Hardware 1 EA Paint Interior Door 2 SIDE Paint Door Trim 2 EA Replace 6 Bulb H-wood Light Fixture -(See Elect.) 1 EA Replace Vanity Cabinet 3.5 LF Replace Vanity Top 3.5 LF Replace Lavatory - (See Plumbing) 1 EA Replace Lavatory Trim - (See Plumbing) 1 EA Replace Mirror -No Frame 11 SF Replace Commode - (See Plumbing) 1 EA Replace Steel Tub - (See Plumbing) 1 EA Replace Tub Trim - (See Plumbing) 1 EA Replace Bath Accessories 5 EA Replace Ceramic Tile 60 SF Replace Base Mold 15 LF Paint Base Mold 15 LF BEDROOM #3 9.5' x 11.5' x 8' PLUS OFFSET 3.5' x 6' x 8' PLUS OFFSET 2.5' x 5' x 8' Replace Wall Sheetrock & Finish 472 SF Paint Walls 472 SF Replace Ceiling Sheetrock & Finish 286 SF Paint Ceiling 143 SF Replace Solid Core Interior Door Unit 1 EA Replace Interior Door Hardware 1 EA Replace Interior Deadbolt 1 EA Paint Interior Door 2 SIDE Paint Door Trim 2 EA Replace Ceiling Fan w/Light Kit - (See Electrical) 1 EA Clean Window Unit 1 EA Replace Blinds -(Small) 1 EA Replace Window Stool & Apron 3.5 LF Paint Window Stool & Apron 3.5 LF Replace Wall Cabinet/Shelves 5 LF Replace Counter Top 8.5 LF Replace Base Cabinet 1 TL Replace Base Mold 59 LF Paint Base Mold 59 LF PENCO CONSTRUC77ON COMPANY Page 16 riKt RtPAiR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS BEDROOM CLOSET #3 2.5' x 6' x 8' Replace Wall Sheetrock & Finish 136 SF Paint Walls 136 SF Replace Ceiling Sheetrock & Finish 30 SF Paint Ceiling 15 SF Replace 7' Mirrored Bi-Pass Door Unit 1 EA Replace Coated Wire Shelving 12 LF Replace Base Mold 17 LF Paint Base Mold 17 LF BATHROOM #3 5' x 9' x 8' Replace Wall Sheetrock & Finish 224 SF Paint Walls 224 SF Replace Ceiling Sheetrock & Finish 90 SF Paint Ceiling 45 SF Replace Hollow Core Door Unit 1 EA Replace Interior Door Hardware 1 EA Paint Interior Door 2 SIDE Paint Door Trim 2 EA Replace Vanity Cabinet 3 LF Replace Vanity Top 3 LF Replace Lavatory - (See Plumbing) 1 EA Replace Lavatory Trim - (See Plumbing) 1 EA Replace Mirror -No Frame 9 SF Replace 6 Bulb H-wood Light Fixture -(See Elect.) 1 EA Clean Tub 1 EA Replace Commode - (See Plumbing) 1 EA Replace Bath Accessories 5 EA Replace Ceramic Tile 60 SF Replace Base Mold 18 LF Paint Base Mold 18 LF Clean & Wax Floor 35 SF PENCO CONSTRUCTION COMPANY Page 17 FIRE REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS BEDROOM # 4 9.5' x 11.5' x 8' PLUS OFFSET 3.5' x 4' x 8' PLUS OFFSET 2.5' x 5' x 8' Replace Wall Sheetrock & Finish 472 SF Paint Walls 472 SF Replace Ceiling Sheetrock & Finish 272 SF Paint Ceiling 136 SF Replace Solid Core Interior Door Unit 1 EA Replace Interior Door Hardware 1 EA Replace Interior Deadbolt 1 EA Paint Interior Door 2 SIDE Paint Door Trim 2 EA Replace Ceiling Fan w/Light Kit - (See Electrical) 1 EA Clean Window Unit 1 EA Replace Blinds -(Small) 1 EA Replace Window Stool & Apron 3.5 LF Paint Window Stool & Apron 3.5 LF Replace Wall Cabinet/Shelves 5 LF Replace Counter Top 8.5 LF Replace Base Cabinet 1 TL Replace Base Mold 59 LF Paint Base Mold 59 LF BEDROOM # 4 CLOSET 2.5' x 6' x 8' Replace Wall Sheetrock & Finish 136 SF Paint Walls 136 SF Replace Ceiling Sheetrock & Finish 30 SF Paint Ceiling 15 SF Replace 7' Mirrored Bi-Pass Door Unit 1 EA Replace Coated Wire Shelving 12 LF Replace Base Mold 17 LF Paint Base Mold 17 LF PENCO CONSTRUCTION COMPANY Page 18 FIRE REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS BATHROOM #4 5' x 9' x 8' Replace Wall Sheetrock & Finish 224 SF Paint Walls 224 SF Replace Ceiling Sheetrock & Finish 90 SF Paint Ceiling 45 SF Replace Hollow Core Door Unit 1 EA Replace Interior Door Hardware 1 EA Paint Interior Door 2 SIDE Paint Door Trim 2 EA Replace Vanity Cabinet 3 LF Replace Vanity Top 3 LF Replace Lavatory - (See Plumbing) 1 EA Replace Lavatory Trim - (See Plumbing) 1 EA Replace Mirror -No Frame 9 SF Replace 6 Bulb H-wood Light Fixture -(See Elect.) 1 EA Clean Tub 1 EA Replace Commode - (See Plumbing) 1 EA Replace Bath Accessories 5 EA Replace Ceramic Tile 60 SF Replace Base Mold 18 LF Paint Base Mold 18 LF Clean & Wax Floor 35 SF STORAGE CLOSET 2.5' x 5.5' x 8' Replace Wall Sheetrock & Finish 128 SF Paint Walls 128 SF Replace Ceiling Sheetrock & Finish 28 SF Paint Ceiling 14 SF Replace Hollow Core Storage Door 1 EA Replace Storage Door Hardware 1 EA Replace Light Fixture - (See Electrical) 1 EA STORAGE CLOSET #1 3' x 5' x 8' Replace Wall Sheetrock & Finish 128 SF Replace Ceiling Sheetrock & Finish 30 SF Replace Metal Storage Door Unit 1 EA Replace Storage Door Hardware 1 EA Replace Light Fixture - (See Electrical) 1 EA STORAGE CLOSET #2 3' x 5' x 8' Replace Wall Sheetrock & Finish 128 SF Replace Ceiling Sheetrock & Finish 30 SF Replace Light Fixture - (See Electrical) 1 EA STORAGE CLOSET #3 Tx 5' x 8' Replace Wall Sheetrock & Finish 128 SF Replace Ceiling Sheetrock & Finish 30 SF Replace Light Fixture - (See Electrical) 1 EA PENCO CONSTRUCTION COMPANY Page 19 FIRE REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS FRAMING & ROOFING Replace Furrdown Framing 100 BF Replace Wall Framing 250 BF Replace Roof Trusses 621 LF Replace Bracing & Strong Back 150 BF Replace Draft Stop/Fire Wall 336 SF Replace Roof Decking 1832 SF Replace Soffit Vent 100 LF Replace Composition Shingle Roofing 37 SQ EXTERIORS Replace Hardi-Plank Siding 329 LF Replace 2 x 6 Cedar Trim 18 LF Replace 1 x 2 Cedar Trim 204 LF Replace 2 x 4 Cedar Trim 24 LF Replace 2 x 8 Cedar Trim 24 LF Replace 2 x 2 Cedar Trim 24 LF Replace Sheetrock Soffit 406 SF Replace Hardi-Plank Soffit 185 SF Replace 1 x 8 Cedar Roof Fascia 100 LF Replace 4 x 12 Cedar Beam 16 LF Replace Iron Railing 12 LF Replace Gutter 115 LF Replace Exterior Light Fixtures - (See Electrical) 4 EA PLUMBING Unit 421 - (1 EA) - Replace plumbing fixtures as indicated in the scope of work. Remove & Reset water heater. Unit 431 - (1 EA) - Replace fire -damaged riser vents. Replace plumbing fixtures as indicated in the scope of work. Remove & Reset water heater. PLUMBING - TOTAL 1 LS HVAC Unit 411 - (1 EA) - Clean & Deodorize air handler. Clean & Seal ductwork. Units 421 & 431 - (2EA) - Replace HVAC system complete. Including air handler, condensor, ductwork, grills, register, thermostats, exhaust fans & fire dampers. HVAC - TOTAL 1 LS PENCO CONSTRUCTION COMPANY Page 20 FIRE REPAIR SCOPE & SPECIFICATIONS -THE ZONE AT COLLEGE STATION APARTMENTS ELECTRICAL Unit 421 - (1 EA) - Replace electrical fixtures as indicated in the scope of work. Replace all outlets, switches, plugs, phonejacks, cablejacks, & smoke detectors. Unit 431 - (1 EA) - Replace fire damaged wiring & main feeds. Replace electrical fixtures as indicated in the scope of work. Replace T-1 Lines due to truss removal. Replace all outlets, switches, plugs, phonejacks, cablejacks, & smoke detectors. ELECTRICAL - TOTAL 1 LS GENERAL Permit 1 EA Demolition Labor 72 HR Rentals - Dumpster 5 LD Paint Exterior Complete - (Per Apt.) 3 UNIT Backspray Smoked Framing 1 MC Replace R-11 Wall Insulation 2608 SF Replace R-19 Attic Insulation 1312 SF Asbestos Survey 1 TL Repair fire -damaged Sprinkler System 1 TL General Clean 1 TL PENCO CONSTRUCTION COMPANY J PAGE 01 07!21/2003 13:29 7137955242 ALL PAN A� Ir` 'r.1 6 a A � All Pan Inc. 1107 S. Loop West •Houston,TX 77054 # Description <001> 63707--R-1 <002> 63708--R-2 <003> 63709--R-3 <004> 63710--R-4 <005> 63711 R 5 <006> 63712--R-6 <007> 63713--R-7 <008> 63714--R-8 <009> 63715--R-9 <010> 63716--R-10 <011> 63717--R-11 <012> 63718 R 12 <013> 63719--R-13 <014> 63720--R-14 <015> 63721 R-15 <016> 63722--R-16 <017> 63723--R-17 03-1039- / 03-1039 DrawNo 03202074 03202075 03202076 03202077 03202078 03202079 03202080 03202081 03202082 03202083 03202084 03202085 03202086 - 03202087 03202088 - 03202089 03202090 Jul 22, 2003 Page 1 of 1 17 Trusses 03 1039 R 1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP Q1 WEBS 2x4 SP N3 110 MPH WIND, 15.00 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP C. WIND TCDL 5.0 PSF, WIND BCDL 5.0 PSF. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. DEFLECTION MEETS L1240 LIVE AND L1180 TOTAL LOAD. 4X4= 7 2X4 (Al) 4X4= 7 F- ***LOADING ON THIS TRUSS CALCULATED BY JOB DESIGNER*** SPECIAL LOADS (LUMBER DUR.FAC. 1.25 1 PLATE DUR.FAC.-1.25) TC From 60 PLF at 0.00 to 60 PLF at 12.00 BC From 20 PLF at 0.00 to 20 PLF at 12.00 TC 150 LB Conc. Load at 1.75 TC 66 LB Conc. Load at 5.81 TC 72 LB Conc. Load at 7.81, 9.81 BC 31 LB Conc. Load at 1.75 BC 28 LB Conc. Load at 1.81 BC 32 LB Conc. Load at 5.81 BC 24 LB Conc. Load at 7.81, 9.81 4X4= 7 3X3� 3X4= 2X3111 �1580-3-8 1-3-7 4 3 2 1 10 7 1 9 0 1 2 10 0 1E 4 3 2 1 1 10 7 1 1-9-0 _1_ 2-10-0 I 4-3-2 11-10-7 I 12-0-0 Over 2 Supports R 729 U 424 W 3.5" R 673 U 380 W 3.5" T 2 1 9 108 I PLT TYP. WAVE TPI 95 Design Crit: TPI (STD) 19.63 QTY:1 TX/ ScaleAll Pan Inc. 713-796-1200 "WARMING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND ` 1107 S. Loop West, Houston TX 7705 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE "�• TC LL 20.0 PSF REF R2419 63707 INSTITUTE, 583 0-UNUFRIO OR SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO 7 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC D L 10.0 P S F DATE 0 7 / 2 1 / 0 3 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •'jM ORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ••••••• ••••• ••••••Z••� BC DL 10.0 PSF DRW MOUSR2419 D32DZD]4 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO F R ED KA P MAN N BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN •••0. •. B C L L 0.0 P S F M O- E N G D E H F K SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T►1. ALPINE "0 • 8 75 • 4 / CONNECTORS ARE MADE OF 20 GA ASTH A653 GR"0 GALN. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO • • EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OA(n• �� Q •�� 2 TOT. L.D. 40.0 PSF SEQN- 53263 DRAWINGS 160 A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ` •• CENSF Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SS70NAL D U R . F A C . 1 .2 5 FROM K R H " Eaq City, MO 630,15 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF- 1S4N2419ZO4 03 1039 R 2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. 4X4= 7 F— 4X4= 2X4(A1) 110 MPH WIND, 11.62 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND TCDL 5.0 PSF, WIND BCDL-5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 2 10 9 1 0 8 I- 2X3 I �3 0 7 2 10 0 1 3 1 1 8 4 3 1 14 307 41 7 1-3-7 184 1 3114 LG— 3-00-7_I_ 2-10-0 I 11 8-4 I 3-1-14 —--12-0-0 Over 2 Supports R 492 U 210 W 3.5" R 468 U 201 W 3.5" PLT TYP. WAVE TPI 95 Design Crit: TPI(STD) 19.6 OTY:1 TX -/1/-/-/R/- All ]';in Inc. 713-796-1200 IID%S 1.(Il)PWcst,Il(1IS10111X%7D5 ALPINE AlpincEnginccrcdProducts,lnc. Eaq City, MO 63045 —WARNING— IPUSSFS REUl1IRE E%IREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING REFER TO IIIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BI IPI (TRUSS PLATE I 11 TIlIE. SN! D UNU FRIU UR SUITE 20U. MnU1SUN, NI 53719). FUH SAFETY PRACTICES PRIOR TO PE NI ORMI NG THE :,E FUNCTIONS. UNLC SS UT HERWI SE INDICATED. fOP CHORD SHALL HAVE PROPERLY ATiA CHED STR OLTII RAL PANELS. HOTTDII CHC'RU :HALL HAVE A PROPERLY ATTACHED RIGID CEILING. _1 IMPORTANT•` FURNISH A [OP) OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE HITH TPI; UR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. HI C DESIGN CONFORMS WITH APPLICABLE PROVISION$ OF NOS (NATIONAL OE SIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE C ONHECT URS ARE MADE OF 20GA ASTM A653 GR.fO GALE. STEEL, E%C EPT AS NOTED. APPLY CONNECTOR$ TO E ACH FACE OF TRUSS. AND UNLESS OTHERWISE COCA TEO ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 1) PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE EU ILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. ` • • ••>rl •* 1 ••••••••••• •• •••••Z•• F R E D KAM MAN N •••..... ••••••�•• '� • 836 75 •tt'I�- �O •• t _+• V4 /l�L ••1/CENS :O�J,�7� 2 ` ``V'- ss/ONALE Scale TC LL 20.0 PSF TC DL 10.0 PSF B C D L 10.0 P S F B C L L D. D P S F (` TOT. LD 40.0 PSF REF R2419_ 6.37_08 DATE 07/21/03 D R W MOUSR2419 D32D2DJS M O E - _ N G DEH F K / SEON- 53266 DUR.FAC. 1.25 FROM KRH SPACING 24.0" JREF- _ 1S4N2419ZO4 (03 1039 R 3) TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. 2X4 (Al) 1 4314_ 4 3 14 4-3-14 R 492 U 214 W 3.5" 4X4: 4X4= 7 r- 2 10 0 IO- 2 10 0 2-10-0 Ib 12-0-0 Over 2 Supports I, 4 0300 2 0 0 3 0 2 4-0-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 110 MPH WIND, 11.87 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WIIHIN 4.50 FT FROM ROOF EDGE, CAT I1, EXP C, WIND TCDL 5.0 PSF, WIND BCDL-5.0 PSF. DEFLECTION MEETS L1240 LIVE AND 1-/180 TOTAL LOAD. 3X3= 3 4 7 1 0 8 R 468 U 204 W 3.5" PLT TYP. WAVE TPI 95 All Pan Inc. 713-796-1200 1107S.LuopWcst,lloustlmTX7705 A L P I N E Alpinc7FnginccrcdProducts,lnc. Fartb City, MO 63045 Design Crit: INTPI (STD) 19.63 WARNING`• TRUSSES 0.EOUIRE E%TR EME CARE IN FABRICATION. HANOL ING. SHIPPING. INSTALLING AND BNSIITUTE,RESB3 DoONOBRIO DRHANSUIfE 200TAMADISONNDWBRAC53G191 PUBLORSSAFDETY PRACTICESUPRIORATO PERF UR UR THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT`• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING ANO BP ACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN C IFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A I151/T.I 1 1995 SECTION 2. :1 ` r \�� •• • • 71� ••••••.•••• •..•• •�•.• FR ED KAM P AN N ....................».. 'd 83675 • • �(/ Q • ••��CENS�O�� FSS7pNAL�NG TX/ /1/ / /R C LL 20.0 PSF T C D L 10.0 P S F BC DL 10.0 PSF BC L L 0.0 P S F TOT. LD. 40.0 PSF Scale REF R2419 63709 DATE 0 7/ 2 1/ 0 3 DRW I40USR2419 03202076 M O E N G D E H/ F K SEON- 53269 DUR. FAC. 1.25 FROM KRH SPACING 24.0" JREF- 1S4112419ZO4 03 1039 R 4 TOP CHORD 2x4 SP #1 BOT CHORD 2x6 SP #1 WEBS 2x4 SP #3 T4 2x6 SP fl : W3, W11 2x4 SP #I: 110 MPH WIND, 15.00 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP C, WIND 1CDL 5.0 PSF, WIND BCDL 5.0 PSF IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. DEFLECTION MEETS L1240 LIVE AND L1180 TOTAL LOAD. 4X4= 5X6 (R) III —17 5X8it—� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRIISC MFR ***LOADING ON THIS TRUSS CALCULATED BY JOB DESIGNER*** SPECIAL LOADS (LUMBER DUR.FAC. 1.25 / PLATE DUR.FAC. 1.25) TC From 60 PLF at 2.50 to 60 PLF at 25.21 BC From 20 PLF at 0.00 to 20 PLF at 25.21 BC 197 LB Conc. Load at 12.06, 13.15, 15.15, 17.15, 19.15 21.15, 23.15 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. T 2 8 0 1 �---2-6-0IJ 5 5 9 z z 14 3 6 513_1 3 7 4 0 11 4 0 11 4 0 1] 4 0 11 5 5 9 _7 4 0 11 4 0 11 4 0 11 4 0 11 I_ 5-5-9 1 2-2-14 I I 16 2 10 25-2-8 Over 2 Supports R 1618 U 685 W 3.5" R 1926 U 888 W 3.5" PLT TYP. WAVE TPI 95 All Pan Inc 713-796-1200 II07S Loop West, Il00ytOi1 FX7705 I_ AI L P I N E Alpine EIIEIOCCECII PEExJUULS, Inc. Earth City, MO 63045 Design Cri1: TPI (STD) 19.6 " WARNING'• Tpll`,SES RFUUTAE ExTPEI-tE CARE IN FA BPICATIUN HANDLING, SHIPPING. INSTALLING AN BRACING. REFER 10 HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLAT INSTITUTE. 583 D'ONUFRIO DR.. SUITE 200. MAD;SON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYE PROPERLY ATTACHED S TRUE TUPAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING. " IMPORTANT`• FURNI ;H A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRIIDU(TS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIDN5 OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI, ALPINE L ON NECTORS ARE MADE OF 20 GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS IGO A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPON SIDILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY PARTICULAP BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PEfl ANSI/TPI 1. 1995 SECTION 2 0 j ` G`',� 0. 0 7 ' •1 •��• •�� •�/{�� FR E D M P N N .... ..~. �/E�. 83675 �� Y f-- �.C` • v� FS •�CEN �FP3�y� VS/ANAL EN T X / / 1 / / / R / L 20.0 PSF T C D L 10.O P S F B C D L 1 0. 0 PSF p/ B C L L 0.0 P S F TOT.LD 40.0 PSF DUR.FAC 1.25 SPACING 24, 0" T 3 6 9 1 Scale—.25"/Ft. REF R2419- 63710 DATE 07/21/03 DR W MOUSP2419 03202017 MO-ENG DEH/FK SEON- 53372 FROM KRH JREF- 1S4N2419ZO4 (03 1039 R S) TOP CHORD 2x4 SP J11 BOT CHORD 2x4 SP #1 WEBS 2x4 SP p3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. 4X4= 4 X 5 (R) �7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR 110 MPH WIND, 11.55 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP C, WIND TCDL 5.0 PSF, WIND BCDL 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3 5 0 4 2 6 e A J m L2-6-0J 6 7 0 1-1-7 5 10 0 1 5-100 it 5 10 0 6 7 0 6 11 7 5 10 0 L 6-7-0 5 10 0 I7I 17 6 1 r 25-2-8 Over 2 Supports R 1179 U 404 W 3.5" R 987 U 285 W-3.5" PLT TYP. WAVE TPI 95 Design Crit: TPI (STD) 19.63 All Panlnc. 713-796.1200 -WARN TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND 1107S.LoopWest,HoustonTX7705 BRACING. REFER TO HIB-91 (HANDLING INSTALLING OTY:1 TX/ 1 / /R/ Scale AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ON OFRIO DR.. SUITE 200, MAGI SON, WI 53719). FOR SAFETY PRCT{CES PRIOR TO TC LL 20.0 PSF REF R2419 63711 P ERFDAMING THESE FUNCTIONS. UNLESS 0THERNI SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S T N UCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� y T C D L 1 0 . 0 P S F DATE 0 7 / 2 / 0 3 -I MP FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED `PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO • • •••• •••• •��•• BC DL 10.0 PSF DRW MOUSR2419 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. NANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS FR ED KA MAN N 03202078 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. •��• •��»�• 'l0 83 B C L L 0.0 P S F M O- E N G D E H/ F K ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Earn City, MO 63045 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. 13 0 �- �F ��'�'Ens SS��111AL 5 ' , � EN TOT.LD. OUR .FAC. SPACING 40.0 1.25 24.0" PSF SEON- 53351 FROM KRH JREF- 1S4N2419ZO4 03 1039 R 6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP //I WEBS 2x4 SP Q3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURL INS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. L�z-2-6-0J PLT TYP. WAVE TPI 95 All Pan Inc 713-196-1200 1 107 S Loop West, I luuston I'X 77C - ALPINE Alpine Engineered Products, Inc. • Earth City, MO 63045 4X4= 5X4= 110 MPH WIND, 11.60 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP C, WIND TCDL 5.0 PSF, WIND BCDL -5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L1240 LIVE AND L1180 TOTAL LOAD. 2 X 3 III 1<xA� 4 2 0 6 9 0 6 1 13 6 1 13 6 9 0 6 1 13 6 1 13 6-9-0 18-518 6 1 13 5-2-8 Over 2 Supports R 1179 U 403 W 3.5" Design Crit: TPI(STD) 19.63 " WARNING'• IRUSSIS RELIUIRE E%TREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BR ACING REFER Tn HIS 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 58J D'UNUFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY AT TA CI, STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. " IMPORTANT" FURNISH A COPY OF INIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRUOUCT 5. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ' BU ILO rHE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONE DAMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SP EC IFICA710N PUBLISHED BV fHE AMERICAN FOREST AN' PAPER ASSOCIATION) AND TEL ALPINE CONNECTORS ARE MADE OF ,OGA ASTM A653 GR40 GALV. STEEL. E%CEPT AS NOTED. APPLY CONNECT OPS TO 1 EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS LOMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. CA J III R 987 U 290 W 3.5" I TY:1 TX/-/1/-/-/R/- p'tE . TF TC LL 20.0 PSF •• TC DL 10.0 PSF • • •••••• •• _*• BC DL 10.0 PSF �•� ..•M ••,ANN BC LL 0.0 PSF 8367 ••y,4 TOT.LD. 40.0 PSF DUR.FAC. 1.25 Ss�aNAL�N� SPACING 24.0" 4 3 9 Scale=.25"/Ft. REF R2419- 63712 DATE 07/21/03 DRW MOUSR2419 03202079 MO-ENG DEH/FK SEON- 53353 FROM KRH JREF- 1S4N2419ZO4 (03 1039 R 7) TOP CHORD 2x4 SP III BOT CHORD 2x4 SP #1 WEBS 2x4 SP p3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. 4X4= 3X4= THIS DWG PREPARED FROM COMPUTER INPUT (I OAns P. nIMFNCmmcI cIIRMTTTPT) Dv TD11— MFD 110 MPH WIND, 11.97 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND TCDL 5.0 PSF, WIND BCDL-5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X4= 3X4= 4 t 0 5 0-9 t t L12-6-0� 8 0 7 5 8 11 5 8 11 5 5 3 0-3-8 8 0 7 5 8 11 5 8 11 5 8 11 L 8-0-7 I 17-2-1 I 25-2-8 Over 2 Supports R 1179 U 396 W 3.5" R 987 U 295 W 3.5" PLT TYP. WAVE TPI 95 Design Crit: TPI (STD) 19.63 —WARMING— TRUSSES REOUIRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND 1 T X / 1 / / / R / Scale All Palllnc. 713-796-1200 1107 S. Loop West, I louston TX 7705zBRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 (,`:•• LL 20.0 PSF REF R2419- D'ONOFRIO DR., SUITE 200. MADISON , WI 53719). FOR SAFETY PRACTICE$ PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE y7 • 63713 PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•• FURNISH A COPv n • * T C D L 10.0 P S F DATE 0 7/ 2 1/ 0 3 OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, • •••• •••••••• ••1i•• INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATIN ED KA M P AN N gC DL 10.0 PSF DRW MOUSR2419 03202080 ALPINE NG OF UPUBLISHED7BYSTHESAMERIONF LE PR G. HANDLING , SHIPPING, INSTALLING AND BASSOCOIATION)SANDTPI. •.b••••••83675 ••• SPECIFICATIONAC CANOFORESTTANOPPAPERPLICA R(� BC LL 0.0 PSF MO-ENG DEH/FK AP.(NALPINELDESIGN E MADE OF GA EACH FACCESOFR TRUSS. OLOCATED NPERORS TO �O �(/� T 0 T. L D. • Alpine Engineered Products, Inc. Earl T City, MO 63045 AND2U NLESST OTHEPN ISEd ONETHISEOE SIGN^SPOSIT IOON CONNECTOR SON DRAWINGS ILI A-Z. THE SEAL ON SS C DRONING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIB1 '0ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. :•�/ O •� �SS�ONALEN'�s DUR.FAC. SPACING 4 0. 1.25 24.0" 0 PSF F S E 0 N- FROM JREF- 53355 KRH 1S4112419ZO4 (03 1039 R 8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. 4X4= 110 MPH WIND, 12.35 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND TCDL 5.0 PSF, WIND BCDL 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L1240 LIVE AND L1180 TOTAL LOAD. 2X3III 4X4= --T7 JA.D= 2X3III 5 2-9 5 9 9 4 10 11 1 4 5 2 7 5 5 4 10 11 4 5 2 7 5 5 Lr 9-3-14 I 14 10 7 2 4 8 5 11 5 0-3 10- 1-0 25-2-8 Over 2 Supports I R 1179 U 393 W 3.5" R 987 U 290 W 3.5" PLT TYP. WAVE TPI 95 Design Crit: TPI(STD) All Pan Inc 713-796-120U 19.63 " NARNING" TRUSEE REQUIRE EXTREME CARE IIU7S.LDupWest. llouclun"fX7705 IN FABPICATINN. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IN5TITIII `• •• •• • TC LL 20.0 PSF E. SBJ U'UNOFR IU UN SUIT 2DD. MADISON, WI 57719), FOR SAFETY PRACTICES PRIOR TO �•• PE RE URMING THESE FUNCTIONS UNLESS UT HER SE INDI CA T1 O. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM TC D L CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. " IMPORTANT•` FURNISH A COP, OF THIS DESIGN TO THE INSTALLATION y 71� ♦ 10 . 0 P S F CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN ; AN( FAILURE TO THE TRUSSES r. • ••• ••• ••••• F D KA p •T* d♦ D �` U D L 1 0.0 P S F ALPINEBUILD IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND OF • ••• • ••� AN N PRSA DESIGN NO (NALPOI SPECIE ICATIpNUPUBLISHE DSSES.TBYSI NDE �AHERIOC 83675 B C L L 0.0 PSF AN ORESTTANDPPAPERPLICABA SSOCOATION)LE ND TPI. NEL CONNEC rURS ARE MADE OF 20GA ASIM A653 GRRO : GALV. STEEL. EYCE PT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHE0.WI SE LOCATED ON THIS Q • �� TOT. L D 4 0.0 P S F Alpine EnSITICCTCII Products, Inc. • Earth City, MO 63045 • DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. ,��,,,,••••• n••tICENS�Oj C S • •• •• S/pNAL V�_ C U R SPACING . . F A C . 1 .25 24.0" Scale=.25"/Ft. REF R2419-_63714 DATE 07/21/03 DR W MOUSR2419 03202081 MO-ENG DEH/FK SEQN- 53375 FROM KRH JREF- 1S4N2419Z04 (03 1039 R 9) TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP p3 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. 4X4= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 12.72 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP C, WIND TCDL 5.0 PSF, WIND BCDL 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 2X3111 4X4= 3X4� 6 6 9 5 2 9 L-2-6-0 J 5 6 7 5 0 14 6 1 14 6 1 14 2 37 5 6 7 5 0 14 6 1 14 6 1 14 2 3 7 10-7-5 I 12-3-13 i 2-3-7 C.A3111 25-2-8 Over 2 Supports R ]179 U 394 W 3.5" R 987 U 289 W 3.5" PLT TYP. WAVE TPI 95 Design Crit- TPI (STD) 19.6 AAWARNING�' TRUSSES REGUIRE E%TREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED RY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ..I MP ORTANT�• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED `PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEY IATIDN FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS A65J GRAO GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER EA RA I D CA RESPODRAWINSIBILIITY SOLELYTFORSTHE OTRUSSICOMPONENT DESIGNTSHOWRCEPTATHE SUITABILITY0 PROAND USEIOFE7HIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OE SIGNER. PER ANSu TPI 1-1995 SECTION z. -` •• • • ••••• •••�•L •• RED I V TI1/I ••�N••••••••• �Q�•• 83(� vv • '• ��SRIIG S pNAL OTY:1 ••* ••••Z••� MAN N •�••••N�• .•`�/ • o�G TX/ TC T C BC BC TOT. D U SPACING 1/-/-/R/ LL D L DL LL LD R . F A C . 20.0 10.0 10.0 0.D 40.0 1 .2 24.0" 5 PSF P S F PSF PSF PSF Scale All Pan Inc. 713-796-1200 1107S.Loop West, HouslonTX7705 ALPINE Alpine Engineered Products, Inc. Earth City, MO 63(145 REF R2419 63715 DATE 0 7/ 2 1/ 0 3 DRW MOUSR2419 03202082 MO ENG DEH/FK SEON- 53358 FROM K R H JREF- 1S4N2419ZO4 03 1039 R 10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP Ql WEBS 2x4 SP #3 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. L<2-6-0J 110 MPH WIND, 13.10 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP C, WIND TCDL 5.0 PSF, WIND BCDL 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 4X4= 2X3III 4X4= X3 (R) 0/ 7 3 9 5-2 9 c A .D III 6 2 2 1 5 8 9 1 4 10 8 11 4 10 8 3 6 13 6 2 2 5 8 9 1 4 10 8 4 10 8 1 3 6 13 11-10-11 1 9 8 15 _I_ 3-6-13 i 25-2-8 Over 2 Supports R 1179 U 399 W 3.5" R 987 U 292 W 3.5" PLT TYP, WAVE TPI 95 All Pan Inc. 713-796-1200 1107S LLwp Wcs[,Iluuslon'FX7705 A L P I N E Alpinc Enginccrcd Products, Inc. Earth City, MO 63045 Design Cr. TPI(STD) 19.630 "WARNING-- TRU�SE. HFUUIRE E%1kEME CARE IN FABR ICAl10N. HANDLING, SHIPPING. INSTALLING AND QTY 1 BRACING. REFER TO MIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE P• . F I NSTIiUTE. 583 O'ONOFRIO 00. SUI 7E 200, MAOISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO ��"••• ••• PERFORFII NG THESE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY AT TACHEO STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT " FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 'PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO • • •• • • • • R�CBUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLINISIG. SHIPPING. INSTALLING AND AN HI SPECIFICATIONB NO OF UPUBLISHEDSSETBYSTHESAMERICANOI RESTTANDPPAPERBASSOCILE OATIONISAND TPI.OF NDS (NALPINEL DESIGN ••• : ••• ••• ••.•'N •• CONNECTORS ARE MADE OF 20GA ASTM ABI GR.O GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO • 8367 • EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER �O ••A • HE EAL ON RESPONS% DRAWIN LOTY SOLELYTFORSTHE TRUSS ICOMPONENT DESIGN S DRAWING TSHOWNES CEPTATHE SUITABILITYNCE OF OAND USENAL IOFETHNS �` SS�QN E G COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUf LDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Scale = 25"/Ft. /TAX/-/1/-/-/R/- T' LL 20.0 PSF TC DL 10.0 PSF p BC DL 10.0 PSF B C L L 0.0 P S f TOT.LD. 40.0 PSF REF R2419 63716 DATE 07/21/03 DRW MOUSR2419 03202083 M O E _ N G D E H/ F K SEQN- 53360 D U R . F A C . 1 .25 FROM K R H SPACING 24.0" JREF- _ 1S4N2419ZO4 03 1039 R II) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP Jai WEBS 2x4 SP g3 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. 110 MPH WIND, 13.47 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND TCDL 5.0 PSF, WIND BCDL 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 4X4= 4X4= 5 8 2 5 2 9 2 10 0 2 3 7 4 4 1 4 1 11 D a 5 8 2 5 2 9 2 10 0 6 7 8 4 10 4 L_ 10-10-11 1 2-10-0 o a 2-3-7 1 4-4-1 _1_ 4-1-11 i i 5-2-8 Over 2 Supports R 1179 U 400 W 3.5" PLT TYP. WAVE TPI 95 Design Crit: TPI (STD) 19.6 All Pan Inc. 713-796-1200 '"WARNING"A TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND 1107 S. Loop West, Houston TX 7705z BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATd INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 13719). FOR SAFETY PRACTICES PRIOR Tf' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHONO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `•IMPORTANT'.FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE KITH TP1: OR FABRICATING, HANDLING. SHI PRI NG. INSTALLING AND AL P I N E SPACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS OE SIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITI SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Earth City, MO 63045 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. 2 X 3 III 5-6 0 R-987 U 297 W 3.5" TY:1 TX/-/l/-/-/R TC LL 20.0 PSF * TC DL 10.0 PSF IN BC DL 10.0 PSF ••• BC LL 0.0 PSF v'2 TOT.LD. 40.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.25"/Ft. REF R2419- 63717 DATE 07/21/03 DR W MOUSR2419 03202084 MO-ENG DEH/FK SEQN- 53381 FROM KRH JREF- 1S4N2419Z04 03 1039 R 12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. �1-2-6-0J 110 MPH WIND, 13.85 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP C. WIND TCDL 5.0 PSF, WIND BCDL 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L1240 LIVE AND L1180 TOTAL LOAD. 4X4= 4X4= .3A J= 5 0 7 1 4 6 14 2 10 0 4 10 4 1-9-4 4111 200 5 0 7 4 6 14 2 10 0 4 10 4 1-9-4 7 10 15 �— 9 7 5 I 2-10-0 I 4-10 4 _— _ I_ 4-1-11 1 2-0-0 1 25-2-8 Over 2 Supports R 1179 U 398 W 3.5" 2X3111 6 3 0 R 987 U 309 W 3.5" 8 9 9 PLT TYP. WAVE TPI 95 AIIPanInc. 713-79G-1200 1107 S Loop Wcst,flouston TX 77D5 ALPINE Alpine Engineered PTEIJucts,Inc. EAli�l City, MO 63045 Design Crit: TPI (STD) 19.63 `WARNING`• IRUSSESREOUIRE ElTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND TY:1 TX/ /1/ / /R/ BRACING REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE `` • • • .20.0R INSTI TU IE, 583 D'ONOFRIO DR., SUITE 200. MA OI SON, WI 53719), FOR SAFETY Pq AC 71 CES PRIOR TO 7- .�• T C L L PSF F PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOR CHORD SHALL HAVE PROPERLY ATTACHED • T C D L 1 00 P S F S IR UCTURAL PANELS. BOTTOM CH ORO 5HALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1 `IMPORTANT " FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED •••• •••• ••..Z.l`••� p A PR OD"CIS, INC. 5HALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1��I�^I I��nI BC DL 10.0 PSF BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ••••• 00 ••••• ..00.6 N Br LL 0.0 PSF SPECIFICATION PUBLISHED BY THE AFIERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • 836 • 1• CONNECTORS ARE MADE OF 20GA AST- AIS3 GR-O GALV. STEEL, EACEPT AS NOTED. APPLY CONNECTORS T �Q•• • TOT. LD. 40.0 PSF E A[H FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .•I�C S�Q�• a1 DRAWINGS 1fi0 A-2. THE SEAL ON THIS DRAWING IND ICAFES ACCEPTANCE OF PROFESSIONAL ENGINEERING • •• •• \� RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �sS�UlVAL�N� DUR.FAC. 1.25 COMPONENT FOR ANY PAR i1CULAR BUILDING IS THE RESPONSIBILITY OF THE BU ILOING OE SIGNE0., PER ANSI �IPI 1 1995 SECTION 2. SPACING 24.0" Scale E F R 2 4 1 9 63718 DATE 0 7/ 2 1/ 0 3 DRW MOLISR2419 03202085 MO ENG _ DEH/FK SEQN- 53363 FROM KRH JREF- 1S4N2419ZO4 03 1039 R 13) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP #3 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER, IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. 110 MPH WIND, 14.11 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND TCDL 5.0 PSF, WIND BCDL-5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 4X4=— 6-11 5 L--2 - 6 - 0 -IJ 8314 2100 705 3814 33-7 8 3 14 I_ 8-3-14 2 10 0 2-10-0 1 0 5 3 8 147 6 3 3 7 1 1 7-1 5 1 3 8 14 I 3-3-7 1 j` 25-2-8 Over 2 Supports R 1119 U 394 W 3.5" R 981 U 320 W 3.5" 9 3 12 PLT TYP. WAVE TPI 95 DeSign Crit: TPI (STD) 19.630 All Pan Inc. 713-796-1200 ••NARNI.G TRUSSES REQUIRE E%TR EME CARE IN FABRICATION, HANDLING, SHIPPING, OTY:1 TX/ 1 -/-/R - Scale 1107S.LoopWest,HoustonTX7705 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS .PLATE INSTITUTE. c • • • TC LL 20.0 PSF REF R2419- 583 D'ONOFRIO DR., SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO .. ��• s 63719 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, ��yt T C D L 10.0 P BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •I•` 'PRODUCTS, y S F DATE D 7/ 2 1/ Q 3 MPORTANTFURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG INEER 7� • SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNANY F INC. ; FAILURE TO �N�� 0.0. . R......�Z�� p p C DL 10.0 PSF DRW MOUSR2419 03202086 FABRICATING. NG AID BRAC IBUILD NGH O F T TRUSSE S,N CO THIS DESIGN) r F RED.„KAM PMAN N CONFOR MS WIT WIT H AP PLICA 0 E PROW ISIONSSOFPND SG (NA TI ONALIDE SIGN SPECIFICATION PUBLISHED BY THE AMERICAI FOREST AND PAPER ASSOCIATION) BC LL D.D PSF MO ENG DEH/FK 7ALPINE AND TPI. ALPINE C ONNEC IORs ARE MADE OF 20GA AST A657 GR40 GA LY. STEEL. E%CEPT AS NOTED. APPLY CONNECTORS TO '��j. 83675 : ¢ 4+ AIp1nEaTthlCitycM06045 Inc S PER' OREAC 160 AR255• ATHEND U SEAL ONT THISI DRAWOI NGT IN DI CAT ESSADC CE PGANCEOOFTPROFESZIONA'L ENGINEERING COMPONENBTIFORYANOLPARTICCULARELY FOR LBUILDINGOISOTHETRDESP0 SIBIESIGN LITY OF THE BU11. THE ILDBNGIDESIGNERSEPER T. ANSI/TPI 1-1995 SECTION 2. Q� •-11C�S ass/pNALEN� `�T •l - u TOT. DUR.FAC. SPACING LD 40.0 1.25 24. 0" PSF SEQN- FROM JREF- 53365 KRH 1S4N2419ZO4 (ua iusy K 14) TOP CHORD 2x4 SP N1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP N3 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 13.83 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP C. WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 4 X 4 =_ 4X4= 4X4_ —1 7 2X3III 8 9 1 6 11 5 7 0 7 2 10 0 3 8 2 3 g 2 1-10-14 1-6-0 2 11 9 1-7-5 7 0 7 1 2 10 0 1 7 4 5 11-103-I� IIP-6-0 2-11-9 4 14� 1-7-5 L 7-0-7 2 10 0� I 7-4-5 I 25-2-8 Over 2 Supports R 1179 U 390 W 3.5" R 987 U 313 W 3.5" PLT TYP. WAVE TPI 95 Design Crit: TPI(STD) 19.63 TY:1 TX/-/1/-/-/R/- Scale All Pan Inc. 713-796-1200 -WARNING- TRUSSES AEOUIRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ``A T C L L 20.0 P S F 1107S.Loop West, HoustonTX7705 BRACING. REFER. 583 TOOHIB-91 DR..SUITEINSTALLING ANDWBRAC5371, PUBLISHED EBY PRACTI(TRUSS CES PRIORATO `�: •• 'REF R2419 63720 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED i * T C D L 10.0 P S F DATE 0 7/ 2 1/ 0 3 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. " IMPORTANT •• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •• • �� _�� gC DL 1D.D PSF DRW MOUSR2419 D32D2D$J PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEYIATION FROM THIS DESIGN; ANY FAILURE TO ♦ PMAN N BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING ANO ALPINE "" "" ""� BC LL 0.0 PSF MO ENG DEH/FK SPECIFICATI ONUP UBLISHE DTBYSTHE SA MER ICANOF FOREST ANDRPAPERRASSOC OAT ION)SAND TPI. (NA POI NEL OE SIG 675 ' C ONNEC70R5 ARE MADE OF 20GA ASTM A65J GR�O GALV. STEEL. E%CEPT AS NOTED. APPLY CONNECTORS TO �Q' t •a�v TOT. LD 40.0 PSF SEQN- 53386 EACH FACE OF TRUSS AND UNLESS OTHER NI SE L0CAT EO ON THIS DESIGN. POSITION CONNECTORS PER '� CENS':O i' r DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �s • �� • • Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS s/pNpL fFN D U R . F A C . 1 .25 FROM K R H Ea City, MO 63045 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILO7NG DESIGNER, PER ANSI YTPI 1-1995 SECTION z. SPACING 24.0" JREF- 1S4N2419ZO4 03 1039 R 15) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP #3 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. L—�2-6-0-3�,J 110 MPH WIND, 13.45 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 4X4= 4X4= 2X3 19 3X4o 8 0 1 6-11 5 Lt:5 9 0 2JDO 7 4 5 7 5 1-9-la 5 9 0 2 7 4 55 9 0 I 2I 7 4 5 I 7 5 5 5 0 21 1 9 la 25-2-8 Over 2 Supports R 1179 U 387 W 3.5' R-987 U-313 W-3.5" PLT TYP. WAVE TPI 95 Design Crit: TPI(STD) 19.63 All Pan Inc. 713-796-1200 `WARNING`• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND 1107S.Loop West, Houston TX7705 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOF1IO OR., SUITE 200, MADISON. NI 53119), FOR SAFETY PRACTICES PRIOR TO ►ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY AT STRUCTURAL PANELS. BOTTOM CN ORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �`IMPORTANT�• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST" A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLE55 OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER HE EAL Alpine Engineered Products, RE�iPONSIB161WINGS0TY SOLELYTFORSTHE OTRUSSICOMPONENG DESIGNTSHOWNES CEPTATHE SUITABILITYNCE OF OAND USENAL IOFETHIS Earth City, MO 63045 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. QTY:1 TX -/1 -/-/R - A �tP\ • ; TC LL 20.0 PSF -` • • ^ T C D L 1 0.0 P S F • • i BC DL 10.0 PSF ••••••• ••••• •••••• •• FRED KA PMAN N • 0 .•••• 00 75 ••••• BC LL 0.0 PSF 'q • •�. TOT. LD. 40.0 PSF 0 • 4 CID �RING�ss%QNA�DUR.FAC. 1.25 rvA i SPACING 24.0" Scale REF R2419 63721 DATE 0 7 / 2 1 / 0 3 DRW MOUSR2419 03202088 MO-ENG DEH/FK SEON- 53368 FROM KRH JREF- 1S4N2419ZO4 03 1039 R 16 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.30" DUE TO LIVE LOAD AND 0.29" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. 3X4 (**) 3 X 3 (R) /// L--2-6-0->J (**) 1 PLATE(S) HAVE BEEN REPOSITIONED BY THE TRUSS DESIGNER. SPECIAL POSITIONING REQUIRED. 110 MPH WIND, 13.08 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND TCDL-5.0 PSF, WIND BCDL=5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 4X4= 3X4= ---1 7 4 5 9 2 10 0 7 4 5 5 0 1 5 6 8 4 5 9 2 10 0 7 4 5 5 0-1 556082 01617 4-5-9 1 2 10 0 I 7 4 5 I �003 25-2-8 Over 2 Supports R 1179 U 382 W 3.5" R-987 U 310 W 3.5" 6 11 5 731 PLT TYP. WAVE TPI 95 Design Crit: TPI(STD) 6.10 QTY 1 TX-/1/-/-/R/ 1107S. 7/ • Alpinc All Pan Inc. 713-796-1200 Loop West, HoustonTX7705 ALPINE EI�inccrcd Products, Inc. Eallh City, MO 63045 'WARNING" TRUSSES REQUIRE EXTREME CAPE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING REFER TO H10-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 0'ON DFRID DR., SUITE 200. MAD150N, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT'* FURNISH A COPY OF TH15 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPII NG, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH ARPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECON HECTORSIA0.EPMADE SOF020GABy TASTMHE MA 653AGP AOR GALYEST AN STEELERAS 0 E %CEPTIASI NOTEDND TPI. ALPINE TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPON5181L1 Y SOLELY FOR THE TpUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. * ``�P` •. J••• •• • • 1 ,•A• ••••••• •7`0 r •of, I-D K Ll PM N N ` III VVV \\\ •••�•••�•••••••••• •M• �� : 53675 � �� ••�' F� •i�EN �`: V S�O1VAL EN Scale =.25"/Ft. 20.0 PSF T C D L 10.0 P S F BC DL 10.0 PSF p B C L L 0.0 PSF TOT. LD. 40.0 PSF REF R2419 63722 DATE 0 7/ 2 1/ 0 3 DRW MOUSR2419 03202089 MO - E N G D E H F K SEON- _ 38060 REV D U R . F A C . 1 .25 FROM K R H SPACING 24.0" JREF- 1S4N2419Z04 03 1039 R 17 TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP b3 :Lt Slider 2x6 SP a1 BLOCK LENGTH 1.500' (J) HANGER CONNECTION NOT FOUND IN INVENTORY FILE FOR THIS CONDITION. PROVIDE CONNECTION. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 2 X 3 III 0 11 7 3X4 (E3) 3X9 (E3) III 2-9-9 4 7 8 0-3-8 494 O 12 4-11-0 Over 2 Supports R-197 U 180 W 3.5" R 197 U 180 (J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTFD RY TRI1cc MVP 110 MPH WIND, 11.87 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24- OC PLT TYP. WAVE TPI 95 Design Crit: TPI(STD) 1I A11 Pan Inc. 713-796-1200 ��NARNING-- TRUSSES REQUIRE E%TREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING 1107 S. Loop West, Houston TX 7705 BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI INSTITUTE -583 (TRUSSPR I POR TO PERFORMING THESE OF UNCT IONSDR UNLESSTOTHERW ISE D INDICATED. TOPISON ICHOflDF SHALLOR FNAVE ET PDROPERLYR A CTI ES ATTASTRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.•�IMPORTANT•A FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TH15 DESIGN; ANY FAILURALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: Ofl FA RRICATING, HANDLING. SNIPPING,INSTALLINGBRACING OF TgU5SE 5. THIS DESIGN NFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE SPE NICK ATI DN PUBLISHED BY THE COAMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE • CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL, E%CERT AS NOTED. APPLY CONNECTORS TO • EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 0 DRAWINGS I60 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •• Alpine Eaginccrcd Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS FSs Earth tlty, MO 63 04 5 COMPONENT FOR ANY PARTICULAR RU ILDIMG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I.1995 SECTION 2, 2 9 9 TY:8 TX 1-/-/R/- Scale=.375"/Ft. TC LL 20.0 PSF REF R2419- 63723 TC DL 10.0 PSF DATE 07/21/03 _* BC DL 10.0 PSF DRW MOUSR2419 03202090 NN BC LL 0.0 PSF MO-ENG DEH/FK �W TOT.LD. 40.0 PSF SEQN- 53249 OUR .FAC. 1.25 FROM KRH SPACING 24.0" JREF- 1S4N2419ZO4 07/21/2003 13.29 7137955242 ALL PAN 1- Ito p` r r I-3- r'S113 5c� Z6 pv,,Cy�t5 PAGE 01 ,0 1/ All Pan Inc. Jul 22, 2003 1107 S. Loop west Page 1 of 1 Houston,T' 77054 17 Trusses 03-1039- / 03-1039 # Description DrawNo <001> 63707--R-1 03202074 <002> 63708--R-2 03202075 <003> 63709--R-3 03202076 <004> 63710--R-4 03202077 <005> 63711--R 5 03202078 <006> 63712--R-6 03202079 <007> 63713--R-7 03202080 <008> 63714--R-8 - 03202081 <009> 63715--R-9 03202082 <010> 63716--R-10 03202083 <011> 63717--R-11 03202084 <012> 63718 R-12 03202085 <013> 63719--R-13 03202086 <014> 63720--R-14 -- 03202087 <015> 63721 R-15 03202088 <016> 63722--R-16 03202089 <017> 63723--R-17 03202090 03 1039 R 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP #3 110 MPH WIND, 15.00 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP C, WIND TCDL 5.0 PSF, WIND BCDL 5.0 PSF. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. DEFLECTION MEETS L1240 LIVE AND L1180 TOTAL LOAD. 4X4= 7 F— � 1 2X4 (Al) 4X4= 7 F— ***LOADING ON THIS TRUSS CALCULATED BY JOB DESIGNER*** SPECIAL LOADS (LUMBER DUR.FAC. 1.25 / PLATE DUR.FAC. 1.25) TC From 60 PLF at 0.00 to 60 PLF at 12.00 BC From 20 PLF at 0.00 to 20 PLF at 12.00 TC 150 LB Conc. Load at 1.75 TC 66 LB Conc. Load at 5.81 TC 72 LB Conc. Load at 7.81, 9.81 BC 31 LB Conc. Load at 1.75 BC 28 LB Conc. Load at 1.81 BC 32 LB Conc. Load at 5.81 BC 24 LB Conc. Load at 7.81, 9.81 4X4= � 7 3X3� 3X4= 2 X 3 III 1 5 8 0-3-8 2 10 0 1-3-7 4 3 2 1 10 7 1 9 0 2 10 0 11-3-7 1 10 7 1-9-0 1 2-10-0 432 1-1-10-7 1 12-0-0 Over 2 Supports R 729 U 424 W 3.5" R 673 U 380 W 3.5" T 2 1 9 l08 I PLT TYP. WAVE TPI 95 All Pan Inc 713-796-1201) 1107S Loop West, Ilouston'TX7705 ALPINE Alpine art Engineered O63Prod45, Inc. Earth City, MO 63045 Design Crit: TPI(STD) 19.63 QTY:1 "WARNING" TPII;.E', RIOUIRE EIIPEME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND t HRACINF- REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 7`�• I NSTIIUTE 583 D'ONOFRIO DR . SUITE 200, MADISON. WE 53719). FOR SAFETY PRACTICES PRIOR TO 7 1'ERTI'PFIING THESE FUNCTIONS. UNLESS UTHERUISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S T RU TO AL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY AT RIGID CEILING. • •`IMPORTANT•` FURNISH A DDP1 OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ••••••• ••••• ••••�•••� PR LIDUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO FRED KA PM. BUILD THE TRUSSES IN CU NF OR MANCE WITH TP1: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN •••�••••••p•• ••••••••••• SPEC If ICATION PUBLISHED B/ THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • 8 75 C i�N NE CTORS ARE MADE OF 2❑GA AS A653 GR AO GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 0 •a�� Z EACH FACE OF TPUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �= •��C .N NV NG RESPONSIBLL IIDRAWINGS 0 TY SOLELYTFOR THE HE SEA OR U SSICOMPONENT DESIGNRA SHOWN THE THE SUITAEILITYN OF R SsDAND USE EIOFE THIS css/pNA�E COMPONENT FUR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. TX/-/l/-/-/R/- TC LL 20.0 PSF /`- TC DL 100 PSF BC DL 10.0 PSF p BC LL 0.0 PSF TOT LD 40.0 PSF Scale=.375"/Ft. REF R2419 63707 DATE 07/21/03 DRW MOUSR2419 03202074 MO ENG DEH/FK SEQN 53263 DUR FAC 1 .25 FROM KRH JREF- 1S4N2419ZO4 SPACING 24.0" (03 1039 R 2) TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. 4X4= 7 r— 4X4= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 11.62 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP C, WIND TCDL 5.0 PSF, WIND BCDL 5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 2 10 9 1 0 8 2X4 (A1) 2X3111 �307 2 10 0 137 184 3114 3 0 1 4 1 7 1-3_7 1 8 4 3 1 14 I_ 3-0-7 I 2-10-0 I 11-8-4 _1_ 3-1-14 I j�-- 12-0-0 Over 2 Supports R 492 U 210 W 3.5" R 468 U 201 W 3.5" PLT TYP. WAVE TPI 95 Design Crit: TPI (STD) 19.6 QTY:1 TX/-/1/ -/R/ All Pan Inc, 713-796-1200 11D7S.LIX)PiyC51,IIOOSWn FX]]DS ALPINE Alpine EnginccrcdProducts, Inc Earth City, MO 63045 : WARNING'• TRU 55CS REQUIRE EY TREME LARE F FABRICATION. HANDLING, SHIPPING. INSTALLING AND BNACING. REFER TU HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSIITUIE. 5B3 D'II II IIFP IU DP SURE :UO, MADISON, NI 53119), IOP SAf [I! PPACi10E5 PPIUR IIl PFRucT RAIL THEE FIINCTION:. ORU[SS LL"E"VE"' INUIEATLD. TIIP CHORD SHALL IIAVC PR(IP[RLY AIIACIIED S fR UCIukAL PANELS, HIIT TOM f,HORU SHALL HAVE A PROPERLY A1fACMED RIGID CEILING. 'IMPORTANT'• FURNISH A COPY nF THIS DE SIGN TO THE INSTALL ATI.11 CONTRACTOR. ALPINE ENGINEERED +PR000C TS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. TH15 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALRINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRGO GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS I60 A-U THE SEAL ON THIS DRAWING INDI CA 7ES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 1995 SECTION z. ,( ` • • • • * ••••••••••• •• ••••Z•• F R ED KAM MAN N •••M••••••••• ••••••••• a • 83675 • �O • c • �� x'. 0 /CENSFO •T�� 2 ` • •• ••• }� ,+ SS�ONALE Scale —.375"/Ft. / TC LL 20.0 PSF TC DL 10.0 PSF BC DL 1Q Q PSF p B C L L 0.0 P S F TOT , L D 4 0.0 P S F RFF DATE DRW p R2419 637U3 07121103 MDHSR24I9 D31D[D/1� M O- E N G D E H F K / S E O N - 53266 DUR.FAC. 1.25 FROM KRH SPACING 24.0" JREF- 1S4N2419ZO4 (03 1039 R 3) IOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURL INS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. 4 X 4 % 4X4= 7 F— THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 11.87 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP C, WIND TCDL 5.0 PSF, WIND BCDL 5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3 III 3 4 7 1 0 8 A 2X4 (Al) 3X3= 4 3 14 1 2 10 0 lD- �f �J E 4 3 14 I 2 10 0 lb_}0 I 4 0300 2 - I 4 3-14 1 2-10-0 I _1_ 4-0-0 i E — 12-0-0 Over 2 Supports R 492 U 214 W 3.5" R 468 U 204 W 3.5" 'LT TYP. WAVE TPI 95 Design Crit: TPI(STD) 19.63 :1 TX/-/1/-/-/R/ All Pan Inc. 713-796-1200 11D7S.1,11U1 West, llnuatnnl?C7705 C ALPINE Alpine Engineered Products, Inc Faith City, MO 63045 "WARNING" 7NU"C` PEUUIRE E%TRE ME CARE IN FABRICATION, HANDL INU. SHIPPING. INSTALLING AND INS7ITUTE,RE593 D'ONUFF ER To B-91 RIU DgHANDuINE 2UOTALLING MApISONNDVIBRAL53]19),PUBILT FUR SAFDEBI (TRUSS PERFORMING THESE FUNCTIONS ON LE SS GT HERWI SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S tRUC TURAL PANELS, BOTTOM CHURD SHALL HA(E A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT' •IMPORTANT'• FURNISH A LOP! OF TNIS OFSIGN TO THE IN5TALLATION CUNTRACTOR. ALPINE ENGINEERED INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND SPACING DF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED B) THE AMEPICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNEC lORS APE MADE OF 20 GA AST A653 GR AO GAL V, STEEL. E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHE PWISE LOCATED ON TNIS DESIGN, POSITION CONNECTORS PER DH AIIINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PR OF E SSIGNAL ENGINEERING NESPONSIBILITY SfJLELY FUR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS OMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILIT, OF TIIE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. ` A \`•F ••••••••••• ....• F R E D KA M P •••�••••••••••••• 13 83675 Q • ` •^• ��r, Erjrj :O� • t• �u • •• • `r'Q:yilt�- =•� AN N ••• N•• (V� l� /��r \ V Scale C LL 20.0 PSF T C D L 10.0 P S F i1C DL 10.0 PSF p U C L L 0.0 P S F TOT. LD. 40.0 PSF REF R2419- 63709 DATE 0 7/ 2 1/ 0 3 DRW MDUSR2419 0320'L076 M 0 E N G D E H/ F K y SEON FROM JREF- 53269 K R H 1S4N2419ZO4 D U R . F A C . 1 .25 SPACING 24.0" (03 1039 R 4) TOP CHORD 2x4 SP Q1 :14 2x6 SP #1: BOT CHORD 2x6 SP pl WEBS 2x4 SP #3 :143, WI1 2x4 SP N1: 110 MPH WIND, 15.00 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP C, WIND TCDL 5.0 PSF, WIND BCDL 5.0 PSF IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. 5X6 (R) III 4X4= —1 7 5X8� 71 3X4= 3X6 (Al) = L12-6-0IJ 7X8 (R) III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MIR ***LOADING ON THIS TRUSS CALCULATED BY JOB DESIGNER*** SPECIAL LOADS (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC. 1.25) TC From 60 PLF at 2.50 to 60 PLF at 25.21 BC From 20 PLF at 0.00 to 20 PLF at 25.21 BC 197 LB Conc. Load at 12.06, 13.15, 15.15, 17.15, 19.15 21.15, 23.15 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 3 X 4 =— 3 X 4 =— 4 X 4 =— 3X9= 14 3 6 9 2 8 0 W I I 7X8= 4X4= 3X9= 3X3 III 5 5 9 1 2-2-14 1 1-3-7 4 0 11 4 0 11 4 0 11 1, 4 0 11 5 9 1 2-231a 51 3- I 4 0 11 4 0 11 16-2-10 4 0 11 4 0 L 5 11 25-2-8 Over 2 Supports R 1618 U 685 W 3.5" R 1926 U 888 W 3.5" 'LT TYP. WAVE TPI 95 All Panlnc. 713-79G-120U 107S.IAN)PWest,II0uS1On'I'X7705 ALPINE Alpine Engineered Products, Inc. Earth City, MO 63045 Design Crit: TPI (STD) 19.6 0 WARNING'S 1NIISESkEUU1REE%1FEMEIAmE INFAOVICATION HANDLING. `.HIPPING, INSTALLING AN ``A� I BRACIN'. RFFER 10 HIB 9L (HANDLING INSIALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLAT L\'•• •• • • I NSIIIU fE, S113 O'UNUFRIU DR., SUITE 200. MADISUN, WI 53719). FOR SAFETY PRACTICES PRIOR TO J• VERFUNMING THES( FIINCIIUN:. UNLI:S O111ERNISE INDILAIFO, TUT' CIIORU SHALL HAVE PROP FRLY ATIALIIID • STPUCIIIPAL PARE LS, HII1 IUM CHORU SHALL HAVE A PROPERLY AITAC IT D RIGIU CEILING. 'IMPORTANT " FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ••••••••• ♦••• Z••� . ••• PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO FR ED M P N N BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS HITN APPLICABLE PROVISIONS OF NDS (NATIONAL OE SIGN •••�•••••••• M P ••M• SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE • 83675 • CONNECTORS ARE MADE OF 20GA AS TM A653 GRAD GALY. STEEL. E%CEPT AS NOTED. APPLY CONNECTORS TO • y ••�.tt---- EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSIT{ON CONNECTORS PER Off; •I/CEN.*OQ•rv� DRAWINGS 160 A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING (�- RESPONSIRILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ss/p�yAL COMPONENT FOR ANY PARTICULAR BUIIDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I.I995 SECTION 2 TX �/I -/ R/ Scale .25"/Ft. L 20.0 PSF REF R2419 63710 L r1 TC DL 100 PSr DATE 07/21/03 -'- ----- - ------- -- BC DL 10.0 PSF DRW MousR2419 0320201/ B C L L 0.0 P S F MO - E N G D E H F K / _ TOT. LD. 40.0 PSF SEQN 53372 DUR.FAC. 1.25 FROM KRH SPACING 24.0" JREF- 1S4N2419ZO4 (03 1039 R 5' IUN CHUKD 2x4 SP #1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. 4X4= 4X5 (R) --17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 11.55 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND TCOL-5.0 PSF, WIND BCDL 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L1240 LIVE AND L1180 TOTAL LOAD. z x J III 4 2 6 3 5 0 �2-6-0-:>J 6 7 0 1-1-7 5 10 0 5 10 0 5 10 0 6 7 0 L 6-7-0 I1-1171 6 11 7 5 10 0 ::t_ 1716 1 L I 25-2-8 Over 2 Supports R 1179 U 404 W 3.5" R 987 U 285 W 3.5" 'LT TYP. WAVE TPI 95 Design Crit: TPI(STD) 19.63 AIIPanInc. 71}_7y6_I201 1107S.1-(N1ITWest, IInnBlun IX7705 "WARNING•• IPU`. C'. RCUUIPE E%TPCME CARE IN FABRICATION, HANDLING SNIPPING, INSTALLING AND BRACING. PFFER TO IIIB-91 (HANDLING OTY:1 TX/ /1/ / /R/ Scale =.25"/Ft INSIALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I N;TIT UIE. 5H3 U'LINIIFRIO DR SUITE 200. MADISUN, WI 53719), FOR SAFETY PRACTICES PRIOR TO PE RFOAMING � • • . TC LL 20.0 PSF REF R2419 63711 THESE (UNCTIONS UNLESS OTHERWISE INDICATED. TOP CH ORO SHALL HAVE PROPERLY ATTACHED STPUCTLIP AL PANELS BOTTOM LHnRD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING ^IMPORTANT•` FURNISH A LOPY • • • * • TC DL 10 0 PSF DATE 07/21/03 OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE "' • •••• .•.• •••• ••. ALPINE FOR ANY DEVIATION FROM THIS DESIGN; wNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. F RED KA MAN N p BC DL 10.0 PSF DRW MOUSR2419 03202078 THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE 'A IC •••.••••••••• •••.: 'O : 83 g C L L 0.0 P S F M O- E N G D E H/ F K COCL NNECTORS ARE MADE OF 20GA ASTM GR40 GAL V. STEEL. E%CEPT A5 NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OrLOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS ILO A-2. 5 • • 0� • i7 • TOT. LD 40.0 PSF EON- ------ -- 53351 Alpine [nginccrcLlProducts, Inc. l:arlh City, THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY �^ • CENS� MO 63045 AND USE OF THIS COMP IJNENT rOR ANY PARTICULAR BUILDING IS 7NE RESPONSIBILITY OF THE BUILDING DESIGNER. PER S�aJVAL�C: •■ DUR.FAC. 1.25 FROM KRH ANSI/TPI 1-1995 SECTION 2 SPACING 24.0" JREF 1S4N2419ZO4 03 1039 R 6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMI7TED BY TRUSS MFR. i0P CHORD 2x4 SP #1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. L-2-6-0---J 4X4= 110 MPH WIND, 11.60 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXIT C, WIND TCDL 5.0 PSF, WIND BCDL 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X4= 2X3111 1xC;= 6 9 0 6 1 13 6 1 13 6 1 13 6 9 0 6 1 13 6 1 13 6 1 13 6-9-0 18-5-8 5-2-8 Over 2 Supports R 1179 U 403 W 3.5" R 987 U 290 W 3.5" 4 2 0 PLT TYP. WAVE TPI 95 Design Crit: TPI(STD) 19.63 ./ �� • �� R F R�:':. M ,..A',;�N, 'O 36 �0 O "all EN S �� s/alyAL EN TY:1 y /l ��• N ] v TX 1/-/-/R/- All Pall II1C 711-79(T-12DO I07S I.lR1I1West. IIIIIItilllll1.�77OS- ALPINE Alpinc Enginccrcd Products, Inc. Earth City, MO 63045 —WARNING— IPU'..SI '. NI ULIIkE CMIkI ME CARF IN FAIIk ILAIILIN, HANUL ING SHIPPING. INSTALLING AND HNA(ING, kIIFR III IIIR HI (HANOIING IN'.I,1111NG A HRArtNi.l, VI TO BY 11-1 (IRO..'. VIAII I !1'.I I IIIII 'U11 M'll H I11 N III OH.. '•III II ,'O II, MAIL I-.11N. NI '.I/I'll, 11111 '.AIII1 P1 Al. IlLIS PHION 111 1'L kI OkMINL IIIE Sf IUNLIION'.. UNLC S•. UIMfkWi`.L INUILAIED. IUP CIIURO SHALL 11A VE PROPERLY ATTACHED SIRUCrUNAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT`• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFOPMS KITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER FOREST AND PAPER ASSOCIATION1 AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A657 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCH ATE ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A- Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. / /TTY /TYY TC 1 L �11.11 TC DL 10.0 BC D L 1 0.0 e C L L 0.0 T 0 T . L.D. 40. 0 (` _ IYS1 PSF P S F P S F P S F D U R . F A C . 1 .25 SPACING 24,0" 4 3 9 Scale .25"/Ft. RII R2419 0311: DATE 07/21/03 DRW MOUSR2419 03202079 MO-ENG DEH/FK SEON- 53353 FROM KRH JREF- 1S4N2419ZO4 03 1039 R 7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITIED BY TRUSS MFR. TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP p3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. 4X4= L--2-6-0-J 3X4= 110 MPH WIND, 11.97 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 1I, EXP C, WIND TCDL 5.0 PSF, WIND BCDL 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X4= 3X4= 8 0 7 5 8 11 5 8 11 5 5 3 0-3-8 8 0 7 5 8 11 5 8 11 5 8 11 Lr 8-0-7 17-2-1 25-2-8 Over 2 Supports R 1179 U 396 W 3.5" R 987 U 295 W 3.5" t t 4 11 0 5 0 9 t t PLT TYP. WAVE TPI 95 All Pan Inc. 713-796-1200 1107S.I-ULIPWes(.I1(IUStonTX7705 C ALPINE Products, 5, Inc. Alpine Earth f arth City, MO 63(Y75 City, Design Crit: TPI(STD) 19.63 R "WARNING TRII ;�F� NEOUI PE E%TPEME LAPS IN FABRICATION, HANDLING, SHIPP INC. INSTALLING AND `A 1 TX/ - / 1 / - / - /"'/ BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEL (TRUSS PLATE 4\:•• • . LL 20.0 PSF I HST IIUIC. 5A3 D'ONIIFR IU DR., SUITE 200. MADISON, NI 53)19), FOR SAFETY PRACTICES PRIOR TO • P ERFORIII NG THESE FUNCTIONS. UNLESS DTHERHI.'.E INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S TF UC TIIR AL PANELS. BOTTOM CHORD SHALL HAVE A VR OP ERLY ATTACHED RIGID CEILING. •1 TC DL 10.0 PSF 'IMPORTANT" FURNISH A LUP, OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED • •••• ••••••• ••Z•••� 'PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ED KAMP ANN BC DL 10.0 PSF BUILD iME TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACSSPECIFICATIONUPUBLISHEDTBYSTHESIGN AMERICANORMS FORESTiANDPPAPERBLE ASSOCOIATION)SOF NDS AND TPI.(NALPINEL DESIGN •� : •. • •• • B C L L 0.0 P S F S AqE MADE OF 20 GA 83675 ASTM Afi 53 GRdO GALV. STEEL, E%CEPT AS NOTED APPLY CONNECTORS TO • • CONNECTORENS EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS OE SIGN. POSITION CONNECTORS PER Oii� •1� Q •v� TOT. LD. 40.0 PSF DRAWINGS Ifi0 A-S THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEEPING FSs�oNAL ENS' D U R F A C 1 2 5 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE RUILOINS DESIGNER. PER ANSIi TP1 1-1995 SECTION 2. SPACING 24.0" Scale = 25"/F t . REF R2419 6_3_71_3 _ DATE 07/21/03 - DRW 140USR2419 D3202DBD M O E N G D E H/ F K SEQN 53355 FROM K R H JREF- 1S4N2419ZO4 (03 1039 R 8) TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MF'. 110 MPH WIND, 12.35 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND TCDL 5.0 PSF, WIND BCDL 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 4X4= 2X3III 4X4= —1 7 2 X 3 III 5 2 9 4 10 11 4 5 2 7 5 5 7 2 4 0 310 4 10 11 4 5 2 7 5 5 9-3-14 I 14-10-11 8 5 5 i _° 25-2-8 Over 2 Supports R 1179 U 393 W 3.5" R 987 U 290 W 3.5" PLT TYP. WAVE TPI 95 nPcinn rrit• TDT/QTF1\ � �_/_�- 5 9 9 All Pan Inc. 713-796-1200 1107S.LoopWest,IloustonTX7705 ALPINE Alpine Engineered Products, Inc. Earth City, MO 63045 - -WARNING- TRUSSES REQUIRE EY TREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND aNSTITUTE,RE5B3 DFIR OONOBFRIO DR.. SUITE 200. MADISON. WI-11 I-IkIhIDLING INSTALLING AND 53719) PUBLISHED SAFFETTY PRACTICESUPRIORATO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE O, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD `.HALL HAVE A PROPERLY ATTALN ED RIGID CEILING •'IMPORTANT`• FUR NI,H A IIIPI OF THIS TOT ',I GN TO TIIL INSTAI IAT I ON CONTRACTOR, AT I•I NE FNGI 'IF RL II P RODU(IS. INL. `•HALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD IHE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND SPECI FICATIO N U PUBLISHE DT By THE THE DES O FORESTANOP PAPER ASSOCIATION) TPI. (N ALPINE DESIGN CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O RANTNGS 160 A-Z. THE SEAL ON THIS ORANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. t`P �•'•• •• y-------- yn • • n rr• • ••• ••• ••••• •Z•••� F D KA P ANN 1 .........83675• ••• : c ,,••a OiCLA-041C.NS`:Or'}j�� I N ``�7_ S101YA E TC LL 20.0 PSF T C p L 10 .0 P J F BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 40.0 PSF �caie 4 9 REF R2419 63714 DATE 07121103 DRW MOUSR1419 U37U1UH1 MO-ENG — --_- DEH/FK SEON _ 53375 D U R. F A C. 1 .25 FROM K R H SPACING 24.0" JREF- 1S4N2419ZO4 (03 1039 R 9) TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP #3 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. 4X4= L12-6-0 J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MIR 110 MPH WIND, 12.72 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND TCDL 5.0 PSF, WIND BCDL 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 2X3III 4X4= 3X4@ 5 2 9 5 6 7 1 0 14 1 6 1 14 6 1 14 2 3 7 5 6 1 0 14 6 1 14 10 7 5 I 12 3 13 6 1 l4 l i 3 7 I� 25-2-8 Over 2 Supports R 1179 U 394 W 3.5" PLT TYP. WAVE TPI 95 Design Crit. TPI(STD) 19.6 All Pall Inc. 713-796-1200 " WARNING'• fRUSSE` REQUIRE EITREME CARE IN FABkICA TION, HANDLING. SHIPPING. INSTALLING AND 1107 S Loop West, l louston'I'X 7705 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE, INSTITUTE. 583 D"NOFRIO OR SUITE 20U, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO P ERFIIRMING THESE FUNCTIONS UNLESS OI ERW ISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOT TUM CHORD SHALL HAVE A PROPERLY ATTACHED RIG TO CEILING. " IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 BUILD THE TRUSSES IN CONFORMANCE HI TH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND A L P I N E _� BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGil S PE CIF IC A7I ON PUBLISHED BY THE AMERICAN FOREST AND PAPEP ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 2OGA AST A653 GR40 GALV. STEEL, EItCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRU55. AND UNLESS OT WERHISE LOCATED ON THIS DESIGN, POSITION CONNECT UPS PER ORANINGS 16I A 2 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SULELY FOR THE TRU55 COMPONENT DESIGN SHON N. THE SUITABILITY AND USE OF THIS Earth City, MO 63045 COMPONENT FUR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2 QTY:1 �, r • KAM MA 8367 '10 •�7CENStR. 4 C A ,3 111 R 987 U 289 W 3.5" TX/-/1/-/-/R/- TC LL 20.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF eBOT.LD. 40.0 PSF DUR,FAC. 1.25 SPACING 24,0" 6 6 9 Scale=.25"/Ft. REF R2419- 63715 _ DATE 07/21/03 DRW MOUSR2419 03202082 MO-ENG DEH/FK SEQN- 53358 FROM KRH JREF- 1S4N2419ZO4 03 1039 R 10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP Q1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP #3 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. 110 MPH WIND, 13.10 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT I1, EXP C, WIND TCDL 5.0 PSF, WIND BCDL 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. 4X4= 2X3III 4X4= X3 (R) el 5-2 9 L--2-6-0-IJ L A J IN 6 2 2 1 5 8 9 4 10 8 4 10 8 3 6 13 6 2 2 5 8 9 4 10 8 4 10 8 3 6-1 —3 L 11 10 11 I 9-8-15 I 3 6 13 j� 25-2-8 Over 2 Supports R 1179 U 399 W 3.5" R 987 U 292 W 3.5" PLT TYP. WAVE TPI 95 Design Crit: TPI (STD) 19.630 OTY:1 TX 1 R All PanII1L'. 713-796.1201) WARNING'• Nll; E NIUUIHC [XINFME (ANC IN CABNILAIIUN. BAN.ING, `.111"PING. IN'.IAIIIIIG D 1107S,L(N)Pwc I, 1AN 1Una1on'lX7705 BRA( NFFLN II "IN 91 (HANDLING IN'.IALLINU ANU BRALINGJ, PURL BY 1P1 (IRB%S PLAIL �P.tE .F ��. TC LL 20.0 PSF INSTITUTE. 583 U'UNOFNIO DR., SUITE 200. MAD SO N. WI 53719J, FOR SAFETY PRACTICES Pq TOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY AT IAC11C0 T C D L 1 0.0 P S F Sr RUC C(IRAL PANELS, BOTTOM CHORD SHALL HAVE A Pq OPERLY ATTACHED RIGID CEILING. `IMPORTANT•" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 8 C D L 10.0 P S F PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO R BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND M AN 7 74k�� BRACING OF TRUSSES. RIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN I) C L L 0.0 P S F SPECIFICATION PUBLISHED 13 THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE 8367 • CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALY STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T . L D 4 0.0 P S F EACH FACE OF TRU55, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER �O •� c DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �� •��C Alpine Engineered Products, Inc, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABIL1Ty AND USE OF TH[S SS�Qly L ENG D U R . F A C . 1 .25 Earth City, MO 63045 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BU ILOING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" 7 3 9 ' C a l e . 2 5_/ 1-1 , -- -REF K2419 63716 DATE 07/21/03 DRW MOUSR2419 03202083 MO-ENG DEH/FK SEQN- 53360 FROM KRH JREF- 1S4N2419Z04 (03 1039 R 11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP //1 WEBS 2x4 SP #3 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. 110 MPH WIND, 13.47 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND TCDL 5.0 PSF, WIND BCDL 5,0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L1240 LIVE AND L1180 TOTAL LOAD. 4X4= 4X4= 5 8 2 5 2 9 2 10 0 1 2 3 7 4 4 1 4 1 11 0-8- 5 8 2 10-10-11 5 2 9 1 2-10-0 1 2-3-7 1 6 7 4-4-1 _1_ 4 11114 Di -e-I 5-2-8 Over 2 Supports R 1179 U 400 W 3.5" PLT TYP, WAVE TPI 95 Design Crit: TPI(STD) 19.6 All Pan Inc. 713-796-1200 ..WARNING • 7—%A'. PEUUIRE EXTREME CARE IN FABRICATION. HANU1 ING, SHIPPING, INSTALLING AND 1107 S. I,wp West, Houston TX 7705 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATF� I N'.L ITDIE. 183 O'(1NOFR Ii1 DR., SUITE 20U. RIADISON, WI 53]19), FOR SAFETY PRACTICES PRfOR 1[i P E RE URMING THESE FII NC TIONS. UNLESS nT HERHI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S T RUCT OPAL PANELS. BUT TOM CHOR I] SHALL HAYE A PROPERLY ATTACHED RIGS❑ CEILING. " IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 5 PECIFIC AT I ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc RE SPONSIBILIT( SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Earth City, MO 63045 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DE Sf GN ER. PER ANSI/TPI 1-1995 SECTION 2. 2X3111 5 6 0 R 987 U 297 W 3.5" TY:1 TX/-/l/-/-/R/- ..• •. TC LL 20.0 PSF •1 n 00, TC DL 10.0 PSF r•• •••• •••t•• M BC DL 10.0 PSF •,•,• ••ANN 8367 ;�� BC LL 0.0 PSF '`•��v 410EN• ��Gr 2 TOT.LD. 40.0 PSF S10NAL EN DUR.FAC. 1.25 SPACING 24.0" 8 0 9 Scale=.25"/Ft. REF R2419- 63717 DATE 07/21/03 DRW MOUSR2419 03202084 MO-ENG DEH/FK SEON- 53381 FROM KRH JREF 1S4N2419Z04 03 1039 R 12) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP p1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. L,EE�-2-6-0J 110 MPH WIND, 13.85 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 1I, EXP C, WIND TCDL 5.0 PSF, WIND BCDL-5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 4X4= 4X4= J A J= 2X3III 8 9 9 6 3 0 5 0 7 1 4 6 14 2 10 0 4-10 4 1-9-4 q l 11 2-0-0 5 0 7 4 6 14 2 10 0 4 10 4 [< 9 7 5 1 2-10-0 1 4-10-4 1 1-9-4 I 4 1-1115 1 2 0 0 1 25-2-8 Over 2 Supports R 1179 U 398 W 3.5" R 987 U 309 W 3.5" PLT TYP. WAVE TPI 95 All Pan Inc. 713-79G-121H1 1107 S LoUp West, I I(IUSInn TX ]]05 ALPINE Alpine Engineered Products, Inc, Earth City, MO 63045 Design Cr! t: TPI(STD) 19.63 ••WARNING•• TRUSSES PFOUIPF FXTAFME CARF IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BMINI. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLAIT Ir+•,II nnE. '.R3 D•HNI'FR IL, DR., an rE .u0. MAE) , N. WI 57/19), IOR '.AI CIY PR AC IIL[S PRIUq u, I'1 H11111111 N1, "'I'll IHNLIIHN ;. IINII ;; HAIL HWI'1 INUICAI CII, IUI' LIIUHU '.IIALI IIAYL I'H0Pt RLY AIIACHED 'I ULIUPAL PANELS. HOTTHM LHHRO SHALL HAYS A PROPERLY ATTACHED RIGID CEILING. •IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NI TH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF N05 (NATIONAL DESIGN SPECIFICATION PUBLI SHED BY THE AMER ICAN FOREST AND RAPER ASSOCIATION) OF TPI. ALPINE CONNECTORS ARE MADE OF ZOGA AST M A653 GR/0 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS T EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAW 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY TOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OE SIGNER, PER ANSI/TPI 1-1995 SECTION Z. • • • Oj'<P' • •••• •••• •�•• 09 836 • �O• n^ 41C S.�,Q�� C • •• S�ONAL T Y : 1 • • • 1 ••••i••� p�� ••M/•1•IN •L/I.-.-- • Vv 1 •• I~V_ �N T X 1 TC LL TC DL /� BL. DL /� 1• B1 LL TOT. LD. D U R . F A C . SPACING / 2D.D 10.0 100 0.0 40.0 1 .2 24.0" R 5 PSF PSF PSF PSF PSF Scale REF DATE DRW MO ENG SEON- FROM JREF- 2 511 / F t R24179 63718 D7/21/D3 MOUSR2419 03202085 DEH/FK 53363 K R H 1S4N2419Z04 03 1039 R 13 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS h DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP #3 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. L-2-6-0-EJ 110 MPH WIND, 14,11 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP C, WIND TCDL 5.0 PSF, WIND BCDL 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 4X4= 8314 2 10 0 705 3-814 33-7 8 3- 14 2100 1 705 381476 2 337 (. 8-3-14 12-10-0 1 7-0-5 _ _I_ 3-8-14 _ I _ 3-3-7 I 5-2-8 Over 2 Supports R 1179 U 394 W 3.5" R) III R-981 U 320 W 3.5" 6-11 5 9 3 12 PLT TYP. WAVE TPI 95 Design Crit: TPI (STD) 19.630 QTY:1 TX/-/1/-/-/R/- All Pan Inc. 713-796-1200 1107S 1,00pwest,Ilouston'rX7705 A L P I N E Alpine Engineered Products, Inc. Earth City, MO 63045 WARNINUA TRIIS.ES REOUIRE E%1RENE CARE IN FABPICA 7ION, HANOL ING, SHIHPfNG. INSTALLING ANO BRwLING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IN ST I TUiE. '.3 D'ONOFRIO OR., SOI TE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER• f PRODU CT S, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN PAPER ASSOCIATION) AND TPI. ALPINE CO 11NNECTURS ARE MADE OF 20GA AS TM A663 GR40 GALV. STEEL, E%CEPT AS NO TEO. APPLY CONNECTORS TO EACH FACE ODR F TRUSS. AND UNLESS OTHERWISE LOC ATEO ON THIS DESIGN. POSITION CONNECTORS NAL PER RESPONSIBILIOTY SOIELYTFORSTHE OTRUSSICOMPONENG DESIGNTSHOWNCEPTATHE SUITABILITYCE OF OAND USEIOFETHIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 1995 SECTION 2. ! ,� • �� S �* .y ••~ R.�....... .N..R�0�•�� F R E D KAM PMAN N •��M��R��• M �• -0 .. 83675 '�/� `/ , O �� `rS/aNAt ENG� TC LL TC D L BC DL p (� B C L L TOT.LD D U R . F AC . SPACING 20.0 1 0.0 10.0 0.0 40.0 1.25 24.0" PSF P S F PSF P S F PSF Scale REF R2419 63719 DATE 0 7 / 2 1 / 0 3 DRW MOUSR2419 03202086 M O E N G D E H/ F K SEQN- 53365 FROM K R H )REF- 1S4N2419ZO4 03 1039 R 14 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP pl BOT CHORD 2x4 SP #1 WEBS 2x4 SP #3 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. 110 MPH WIND, 13.83 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP C, WIND TCDL-5.0 PSF, WIND BCOL 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 4X4= 4X4= 4X4= --1 7 1 0 7 I 2 10 0 I 3 8 2 I 3 8 2 11-10-1411-6-0 2 11 9 1 1-7-5 7 0 7 I 2 10 0 7 4 5 �1 ]031� lfl6 D' 4 6 14 1.7.5 I L 7-0-7 1 2-10-0 I 7-4-5 I 12 11 9 1 I 5-2-8 Over 2 Supports R 1179 U 390 W 3.5" 2X3111 8 9 1 6 11-5 R-987 U-313 W=3.5" PLT TYP. WAVE TPI 95 Design Crit: TPI STD) 19.63 T Y : 1 TX 1 R - Scale —.25"/Ft. All Pan Inc. 713-796-1200 "WARNING-- TRUSSES SSES RFUUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 1107S.Loop West. IloustonTX7705 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY 7P1 (TRUSS PLATE,\• IN5T1 TGlE. ` A •• TC LL 20.0 PSF REF 1 9 R2419 63720 SR3 D'ON 0FR10 DR SUITE ?OO. MADISON, YI 53719). FOR SAFETY PRACTICES PRIOR TU ••s P1HULTI INF. 1HISl III NCI IIIN'.. S'. "L" HW I`.I INDILAII II, IOI' ID "" 1'N II I•L HII AIIACIII II S INUC IIIk AI 1'A NELS. y�•• 7[ • TC DL 10.0 PSF DATE URD UI111UM CHIIHO SHALL HAVE A I'RUPER(Y All ACHLU RIGIU CEILING. RI ID I "IMPORTANT`• FURNISH A COPY OF 1 H I SDESIGN TO THE • *' 07121103 INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; •• • ♦ • ••••Z••� MAN N 8C DL 10.0 PSF DRW MOUSR2419 D32D2D87 OR FABRICATING, HANDLING. SHIPPING, INSTALLING AID SAMERICAN OF ••.. •••• 6 •.4 DE SIG (NALPOI SPE CIF ICA 7I ONUPD. ISHE OTBYSTHE 00.ESTTANDPPAPERBASSOCIATION)SAND : • 675•4 BC LL 0.0 PSF MO-ENG DEH/FK TPI. INC CONNECTORS ARE MADE OF IUGA AST. A653 GR40 GALY. •�� STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO U EACH FACE OF TRUSS. AND UNLESS OTHERHISE LOCATED ON THIS • Oil • • TOT.LD. 40.0 PSF SEQN- 53386 Alpine Engineered Products, Inc. Earth City, MO 63045 DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A 7NE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIYTPI 11995 SECTION z. CEN9F�.,!1• �sS/aNpL ENS' D U R SPACING . F A C . 1 . Z 5 24.011 FROM JREF- K R H 1S4N2419ZO4 03 1039 R 15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP #3 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. L-2-6-0 J 110 MPH WIND, 13.45 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP C, WIND TCDL 5.0 PSF, WIND BCDL-5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 4X4= 4X4= 2X3III 3X4� 8-0 1 6-11 5 5 9 0 1 2-10 0 7 4 5 7.5_ 1-9-14 5 9 0 (� 5-9-0 1 2-10-0 I 7-4-5 1 7-5-5 5-0 211 9 1a 25-2-8 Over 2 Supports R 1179 U 387 W 3.5" R 987 U-313 W 3.5" PLT TYP. WAVE TPI 95 All Pan Inc. 713-796-1200 1107S.LOOP West, IloustonTX7705 ALPINE Alpine rthCiy,MOeered c63ucts,Inc. Earth City, MO 63045 Design Crit: TPI (STD) 19.63 "WARNING" TRUSSES REQUIRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MAD150N, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT " FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SNIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF No,.( (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AmTPI, ALPINE EA HEFAOCE SOFR TRUSDS E AND OF 2U NL ESSGA TOTH ERW I SE M 6 A LOCATED ONE THI 5E DE S1 N. SPOSITII CONNECTORSNPEgORS 70 EA RESPONSIBILIOTY SOLELYTFORHE STHE OTRUSSICOMPONENT DESIGND CATSHOWNES CEPTATHE SUITABILITYOANO USEIOFETHNS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BU ILOING DESIGNER. PER AN 51/TPI 1-1995 SECTION 2. ``P� J` �� 0�� FR ED KA K �� . 83 O• �FSS��NAti� ] OTY:1 �• ��•� P MAN N 75 ••••: ID TX/ 1/ / /R Scale TC LL 20.0 PSF TC DL 10.0 PSF p //�� Bl. DL 1D.D PSF BC LL 0.0 PSF T 0 T. L D. 40.0 P S F REF R2419 63721 DATE 07/21/03 DRW MOUSR2419 D3202D66 MO-ENG DEH/FK S E Q N- 53368 DUR.FAC. 1.25 FROM KRH SPACING 24.0" JREF- 1S02419ZO4 03 1039 R 16 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP Q1 WEBS 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.30" DUE TO LIVE LOAD AND 0.29" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC, ALL BC @ 24" OC. 3X4 (**) 3X3 (R) /// �--2-6-0->J (**) 1 PLATE(S) HAVE BEEN REPOSITIONED BY THE TRUSS DESIGNER. SPECIAL POSITIONING REQUIRED. 110 MPH WIND, 13.08 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT I1, EXP C. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 4X4m 3X4= --1 7 4 5 9 2 10 0 7-4 5 5 0 1 5 6 8 4 5 9 2 10 0 7 4 5 5 0 1 556082 I_ 4-5-9 12-10-0 I 7-4-5 10 0 3 0-617 I 25-2-8 Over 2 Supports R 1179 U 382 W 3.5" R-987 U 310 W 3.5" PLT TYP. WAVE TPI 95 All Pan Inc. 713-796-120t1 1107 S. Loop West, Houston TX 7705 ALPINE Alpine Engineered Products. Inc. Earth City, MO 63045 Design Crit: TPI STD) 6.10 "NARNING�• TRUSSES REOUIRE E0i EME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BT TPI (TRUSS PLATE 1NSTITUiE, 5BJ O'ONOFg10 DP „ SUITE 200. MADISO N, WI 53]I9). FOR SAFETY PRACTICES PRIUR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD :HALL HAVE PROPCPLY ATTACHED S fRUCRURAL PANELS, BOTTOM CHOND SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BR N OF SPECIFICATIONUPUBLISHEDTBTSDE TNESIGNAMERICANNF OFORESTTANOPPA►ERPL RLE PROVIASSOCIIATION)SSIONAND TPI.OF NOS (NALROINEL OE SIGN CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL, ERCERT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DP AWINGS 360 A-Z. THE 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 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OE SIGNER, PER ANSI/TPI 1-1995 SECTION 2. t ��` • •• C3••• •• [ *too /* ••••••• ED KA PM •� j: •••• 83675 •• Q •• ��CENS�yR.j. SS/ON . t ENV QTY 1 • y 7l •• N N • TX T C B C B C T 0 D U SPACING 1 L D L D L L L T . L D . R . F A C . 20.0 1 0.0 10.0 0.0 40.0 1 .25 24.0" R P S F P S F P S F P S F P S F 7 3 1 Scale=.25"/Ft. REF R2419 63722 DATE 07/21/03 DR W MOUSR2419 03202089 MO-ENG DEH/FK SEQN- 38060 REV FROM KRH JREF- 1SO 19ZO4 (03 1039 R 17) TOP CHORD 2x4 SP #1 BOT CHORD 2x4 SP #1 WEBS 2x4 SP y3 :Lt Slider 2x6 SP #1 BLOCK LENGTH 1.500, (J) HANGER CONNECTION NOT FOUND IN INVENTORY FILE FOR THIS CONDITION. PROVIDE CONNECTION. DEFLECTION MEETS L1240 LIVE AND L1180 TOTAL LOAD. 2X3III 3X4 (E3) =- 3X9 (E3) III 2-9-9 4 7 8 0-3-8 4 9 4 0 12 4-11-0 Over 2 Supports R 197 U 180 W 3.5" R 197 U 180 (J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. 110 MPH WIND, 11.87 FT MEAN HGT, ASCE 7 98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT I1, EXP C, WIND TCOL-5.0 PSF, WIND BCDL 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24" OC PLT TYP. WAVE TPI 95 Design Crit: TPI(STD) 19.63 All Pan Inc. 713-796-1200 —WARNING" TRUSSES REQUIRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 1107 S. Loop West, Houston TX 7705 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AN BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'ONOFRIO DR., SUITE 200. MADI$ON-WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 'PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NI TH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND A L P I N E BRACING OF TRUSSES. THI5 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALP INE CON NECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Earth City, MO 63045 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. QTY:8 TX/-/1/ -/R/- . F TC LL 20.0 PSF y�P'� �• TIC DL 10.0 PSF •• •••• ••••_•• BC DL 10.0 PSF ED M MANN •�� •�� BC LL 0.0 PSF :� 8367 �� E' ��cEnsE�ut TOT.LD. 40.0 PSF SS��NALENG DUR. FAC . 1.25 SPACING 24.0" 2 9 9 Scale=.375"/Ft. REF R2419- 63723 DATE 07/21/03 DRW MOUSR2419 03202090 MO-ENG DEH/FK SEW 53249 rKUri KK11 JREF- ' BUILDING PERMIT CITY OF COLLEGE STATIOP 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 03-00002215 Date 7/25/03 Property Address . . . . . . 2001 HOLLEMAN DR W BLDG 4 Property ID . . . . . . . . . 672600-0100-0010 R # . . . . . . . . . . . . . R50136 Tenant nbr, name . . . . . . BUILDING 4 Application description . . . RESIDENTIAL, REMODEL & RENOVATION Subdivision Name . . . . . . WOODWAY VILLAGE #1 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . APARTMENT MEDIUM DENSITY Application valuation . . . . 100000 Owner Contractor ------------------------ ------------------------ FAIRFIELD PINNACLE, LTD. PENCO CONSTRUCTION CO. 2045 N HWY 360 9889 DRYSDALE LANE GRAND PRAIRIE TX 75050 HOUSTON TX 77041 (713) 460-3363 ------ Structure Information BURN REPAIR FOR UNITS 411,421,& 431 ----- Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . RESIDENTIAL -MULTI -FAMILY Other struct info IMPACT/PRORATA FEES PAID NA HEATED AREA 1171.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS .00 NUMBER OF BEDROOMS .00 SEWER TYPE PUBLIC SERIAL ZONES 173.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . SS Permit Fee . . . . 460.00 Plan Check Fee .00 Issue Date . . . . 7/25/03 Valuation . . . . 100000 Expiration Date . . 1/22/04 Qty Unit Charge Per Extension BASE FEE 260.00 50.00 4.0000 THOU BLDG, VAL 50001-100000 200.00 ---------------------------------------------------------------------------- Special Notes and Comments PROVIDE ADDRESS ON BUILDING: min. 5 inch HIGH NUMBERS - each unit min. 2" HIGH NUMBERS ALL BRANCH CIRCUITS THAT SUPPLY RECEPTACLES IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER(S) ELECTRICAL SHALL BE INSTALLED PER 199 NEC & LOCAL AMENDMENTS CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 10:00 PM AND ------------------------- ---- --- - ------------------ BUILDING DEPT REPRESENTATIVE: APPLICANT: W BUILDING PERMIT CITY OF COLLEGE STATIOP 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 Page 2 Application Number . . . . . 03-00002215 Date 7/25/03 ---------------------------------------------------------------------------- Special Notes and Comments 7:00 AM MUST COMPLY WITH THE NOISE ORDINANCE (MAX. 55 DBA) POST PERMIT CARD ON JOB SITE PROVIDE SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT-OF-WAY. SUBMIT FIRE SPRINKLER PLANS AND CALCULATIONS FOR REVIEW if existing system is altered - NO WORK ON SPRINKLER SYSTEM SHALL BEGIN UNTIL PLANS HAVE BEEN REVIEW AND RETURNED. Provide engineered truss layout plans for new roof trusses All fire damaged (charred) wood framing must be replaced. Provide energy code compliance information for items repaced or repaired (duct r-value, attic insulation r-value, HVAC rating, etc.) Fee summary Charged ----------------- ---------- Permit Fee Total 460.00 Plan Check Total .00 Grand Total 460.00 BUILDING DEPT REPRESENTATIVE: APPLICANT: (1�: c.�c.,.� C0 Paid Credited Due 460.00 .00 .00 .00 .00 .00 460.00 .00 .00 APPLICATION FOR BUILDING PERMIT CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 (979) 764-3570 (979) 764-3496 FAX W W W.CI.COLLEGE-STATION.TX.US For Off a Use Only DATE: 7�72-C.'3 APPLICATION # L/ Z7Lr S TEMP POLE # ADDRESS/LOCATION: -aC01 W. . Cdt6te 1x T-W ( AP-5 `N, LO l, 431 LOT BLOCK SUBDIVISION SEC/PH BUSINESS/OWNER NAME: Fa;4-- rL P:nn4.te I>t, PHONE: '0I7R t 196 651L- CONTRACTOR/HOMEOWNER: Pe-nco Cjm5tri Lf":a, PHONE: Q-t3 4(60 3363 fAbl %13a534,9383 CONTRACTOR ADDRESS: 18t—I D rXs6l`1— H erst , TX 41 ELECTRICIAN: Ca► 06_1,1 Tlge T . c PLUMBER: !„dve'-5 P1-.Mb1.g HVAC: E Al t-0 GOOD CENTS (Residential only): CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF (Total/Partial) ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION SLAB ONLY DUPLEX (Landscape Plans'REMODEL/RENOVATION SWIMMING POOL Req) DESCRIPTION OF WORK: STRUCTURE USE: &l>'0 HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ VALUATION: $ 10C _ ,wo TOTAL AREA: 3 q oo HEATED AREA: 3100 (Cost of Labor and Materials) PUBLIC SEWER SEPTIC/TREATMENT SYSTEM SEWER TAP: ❑ WATER TAP: ❑ OTHER TAP: TEMP POLE GARAGE TYPE: SIZE SIZE SIZE NUMBER OF BEDROOMS: NUMBER OF BATHROOMS: INTERIOR WALL TYPE: EXTERIOR WALL TYPE: FOUNDATION TYPE: ROOF TYPE: SINGLE a DOUBLE ATTACHED a DETACHED a SIGNATURE OF APPLICANT: TRIPLE CARPORT Official Use Only I'ts YES oreNO Plans Examiner Zoning Official Energy Code Compliance Information % Glazing of exterior walls - /,j A Insulation R value of exterior walls R V3 Insulation R value of ceiling 1 (flat areas) Insulation R value of ceiling 2 (vaulted areas/no attic) �— Glazing SHGC 1%).4 Glazing U-Factor IVI R value of ductwork A/C SEER rating I