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691 Paradise Ln (vault) PERMIT WORKSHEET Certificate of Occupancy Job Address: Paradi2C LUC. Type Work: F p Property Owner: f D Phone # Contractor: Phone # Llkc Permit#: 05 Date Issued: I Q Tree Permit# /l/q - Q '32-30 Foundation Permit# ! // Demolition Permit# BUILDING ELECTRIC # 315 7/ MECHANICAL # g�/,W PLUMBING # Tem .Power# Footing y�pS JEA Release Date • 4 6 e Temp. Power Slab Letter Recd. Underslab Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathing Sewer Rough/ Framing Rough Rough Top out D•3 Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final fJEA ReleaseAGS S ! Date rW� Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# N�'G orifi► % Inspect: Nailing/Sheathing ?,o Final Fire Inspection: Failed Inspections: I&Izl 12-T19 Date Paid: Tl City of Atlantic Beach Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: March 23, 2006 Owner: Bestcon Address: 691 Paradise Lane, Atlantic Beach, Florida 32233 Construction Type: Wood Frame Use Classification: Single Family Residence Permit Number: 05-30058 �-'4rr,(' — &�-- DON C. FORD, C.B.O Building Oficial Post in a conspicuous space. FROM :CLARSON & ASSOCIATES FAX NO. :904 3% 2633 Mar. 23 2006 04:26PM P4 MAP SSOMM; BOUNDARY SURVEY OP LOT 94 AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED IN PIAT BOOK 57, PACES 31 THROUGH 31C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE: BEARING SHOWN ON RiowT-OF-WAY UNE HEAEON IS 1'HE SAME AS SHOWN ON THE ABOVE MIENTIONM PLAT. NOTE THE PROPERTY SURVEYED HEREON APPEARS TO LE WITNNN FLOOD ZONE AS SCALED FROM THE FLOOD INSURANCE RATE'YAPS, COMMUNITY PANEL Na f20075-00010. DATED 4-17-09. CERTIFIED TO: WILLIAM MAZZEI JP MORGAN CHASE NA ,LAW OFFICE OF DEBORAH TAYLOR OLD REPUBLIC TITLE j TRAC T "ro RET TIONIREA / 53•� �� �21-�$— EDOG' OF WATER Zp.02''W ~� .3 �rE`R o'tNo r406- -. iLECTION CON 1 PATIO BANK \ LOY 34 / all to \ \ r ROME Y a (r \ RLES/OE'NCE / EA DES / l 1 / FIN FL EL f(g•75) LOT 35 .� \. Q•� `r LOT 33 i g \ \ 15' PRIVATE p• g �(/ Il DRAINAGE EASEMENT r � 4L ry } 11' CO p \\ cdwcREirr / aa• I ; As \lee ChImM.01 w'#aT �• R=67.50' L-38.64' PC DEL TA=36'00'00" I.l�'CL�1VDa PT r0 FDL1N0 ,/e mail(Le ItQ4) PARADISE LANE 0 SET' '*ON LD 1,104 (PRIVATE VARIABLE WDTH CR CHORD RIGHT OF WAY) L Rmkvw AftC uwal" PC FONT OF CURVATURE PT POWT OF TANKV>R:Y YRL KOLOW NEMP:Ro+LiNir %V c COLLA" EIEREBY RT1 '1l THAr nas suRVEY, PEr+Fa*ME» �n1oER MY RESPoasIBL[orR�CnON MEErs ?HE: WHIM 7E S ANOAAD5 FOR LANA SURVEYORS IN ACCORDANCE WITH CHAPTER 6tC17-6, FLORIDA ADWWSTR47PA CODE (PURSUANT TO SEC710N 472.027, FLORIDA STATUTES). AND FURTNER CERTIFY THAT TWW ARE NO VISIBLE ENCROACMMWrS UPON 7HE SUBJECT PROPYRTY EXCEPT AS SHOWN. SURVEYED: MARCH 7J �OOg. CLA#t=N Amo ASMATM INC. PROFESSIONAL SURVEYORS k MAPPERS SCALE: 1'-20' 1643MA10p AVL.JI10L9W1v11•FL,32207 A • FIELD BOOK: 730 PAGE'_00 FIELD BOOK: PAGE: ' 0487,R0"10A JOSS A. MILL JR, o w-LOTS P PRf3E.'RVF LOT- �IfNwr•. M1Gray SMM NOT VAW W17NWT OMSUD WRVEM"SEAT. RecPivPd Time MaI-23. 3:32PM E 'd t6181N NOD1S39 UW E 9002 'N'1eW Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: Permit #: Property Address: l.� "I I PQ,r(� wri Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: , T/ u Single-Family Residence ❑ Commercial ❑ Other: _ Lowest Floor Elevation: Required As Built L� -?Ass�a The following must be completed before Issuing Certificate of�cupancy: epartment Date aptified Date Approved A proved By /0. 0 r-- Public Works _ 10- 0 G Planning Dept. p 3- 2 D — - ,z0 Building Dept. Final Survey with FFE Yes [Rr No All Re-Inspect Fees Paid �21/ Yes ❑ No Cunningham, Kerri From: Graham Shirley Sent: Thursday, March 09, 2006 12:58 PM To: Carper, Rick; Kaluzniak, Donna; Deming, James; Nodine, Phil; Walker, Chris Cc: Cunningham, Kerri; Matthews, Carlene; Lanier, Joyce Subject: 691 Paradise Ln Dave W/Bestcon called in for a final CO inspection for 691 Paradise Lane, 3.10.06, Permit#05 30058 Dave can be reached at 545 4753 Thanks, Shirley 1 Cunningham, Kerri From: Clemons, Malcolm Sent: Friday, March 17, 2006 10:22 AM To: Kaluzniak, Donna Cc: Graham Shirley; Cunningham, Kerri Subject: RE: 691 Paradise Ln Backflow inspection OK-Malcolm From: Kaluzniak,Donna Sent: Thursday,March 09,2006 4:15 PM To: Clemons,Malcolm Subject: FW: 691 Paradise Ln From: Graham Shirley Sent: Thursday,March 09,2006 12:58 PM To: Carper,Rick; Kaluzniak, Donna; Deming,James; Nodine,Phil;Walker,Chris Cc: Cunningham,Kerri; Matthews,Carlene; Lanier,Joyce Subject: 691 Paradise Ln Dave W/Bestcon called in for a final CO inspection for 691 Paradise Lane, 3.10.06, Permit#05 30058 Dave can be reached at 545 4753 Thanks, Shirley 1 Graham Shirley From: Walker, Chris Sent: Friday, March 10, 2006 8:32 AM To: Graham Shirley Subject: RE: 691 Paradise Ln Everything is good here !! From: Graham Shirley Sent: Thursday,March 09,2006 12:58 PM To: Carper, Rick; Kaluzniak,Donna;Deming,James; Nodine,Phil;Walker,Chris Cc: Cunningham,Kerri; Matthews,Carlene; Lanier,Joyce Subject: 691 Paradise Ln Dave W/Bestcon called in for a final CO inspection for 691 Paradise Lane, 3.10.06, Permit#05 30058 Dave can be reached at 545 4753 Thanks, Shirley 1 Graham Shirley From: Graham Shirley Sent: Friday, March 10, 2006 10:17 AM To: 'Schweizer, Carol M.' Carol, 691 Paradise Ln permit 05 31571 passed final inspection 3.10.06 fax to follow thanks. Shirley 1 Owner:Mazzie Lot 34 Paradise Preserve r. t SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 4/6/2005 CONSTRUCTION JOB ADDRESS: Lot 34 Paradise Preserve 691 Paradise Lane Atlantic Beach, FL 32233 All Items may not apply. (Mark those either"In Allowance,""Owner Choice,"Not Applicable—"N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: NA Slump: NA Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FROST FOOTING-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: N/A If Concrete Block-Size: N/A Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: N/A Number: N/A Spacing: N/A N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS-Material: N/A _T_ Size: N/A Spacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A R-Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A Size: N/A Spacing: N/A BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 1 904 246-3747 • Fax 904 246-7126 Owner:Mazzle Lot 34 Paradise Preserve 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A Finish &Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish &Curing Compound/Sealer: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: Varies Finish &Curing Compound/Sealer: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: Fibermesh Fill: Sand Thickness: 4" 1 Size: 3' wide Finish & Curing Compound/Sealer: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 8'x 10' Finish &Curing Compound/Sealer: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh J Fill: Sand Thickness: 4" Size: 16', Finish &Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: 2 -#5 at perimeter FOUNDATION BOLTS-Spacing: '/z"x 10" 32" O.C. Location: At perimeter EXPANSION JOINTS-Type: None Location: N/A CONTROL JOINTS-Type: Scored Location: Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists; floor joists; sub flooring; plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging; joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks, treads and risers. BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 2 904 246-3747 • Fax 904 246-7126 Owner:Maisie Lot 34 Paradise Preserve Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7/16"O.S.B Size: 4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Cedar Impressions(front)&Mainstreet Size: Varies (Sides&Rear) Roof Sheathing Material: O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: N/A Bolts: N/A Nails-Framing Members: Common or Galvanized (weather related) Siding: Galvanized Windows: 8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1 st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top& Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers, Windows & Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 3 904 246-3747 • Fax 904 246-7126 Owner:Mazzie Lot 34 Paradise Preserve Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2"vinyl decorative trim Door Trim 3-1/2"vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material: #26 galvanized steel Windows: Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents: Vinyl Gable Vents: None 4.WINDOWS: F I Manufacturer/Style: KINCO MARK 50 Material: Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material: TAMKO Fiberglass Grade: 20 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4" galvanized Felt: 15# Size/V1leight: 36"x 15# Nails: 1-1/4"galvanized Roof Edging: 6" pre-painted galvanized steel Step Shingle Flashing: 5" x 5" galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18" galvanized Roof Fans/Vents: 6' steel off-ridge BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 4 904 246-3747 • Fax 904 246-7126 Owner:Maine Lot 34 Paradise Preserve 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1 st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A T. EXTERIOR DOORS: ( ncluding Storm Doors Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage ROLL-LITE Model 110 16'xT 2-1/2" ROLL-LITE Other: BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 5 904 246-3747 • Fax 904 246-7126 Owner:Maisie Lot 34 Paradise Preserve D 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek 1650 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft 1700 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer Wor Material Style Size Doors Generic Hardboard 6-Panel Varies Casing Generic Finger-jointed white pine WMP-256 2-1/4" Base Generic Masonite WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger-jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 6 904 246-3747 • Fax 904 246-7126 Owner:Maisie Lot 34 Paradise Preserve Q 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALLIPLASTER Room Material Thickness Method of No. of Coats Installation Walls Ceilings ALL WALLS Sheetrock Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/Popcorn or +/2" Ceiling Nailed 3 Knockdown Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn or Knockdown Texture Other: 1 /2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 7 904 246-3747 • Fax 904 246-7126 Owner:Maisie Lot 34 Paradise Preserve 11.CABINETS,VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE WOR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None Guest Bath Bath#1 Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Bath#2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile&Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8° No. of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath: w/felt Other: Stucco at foundation only BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 8 904 246-3747 • Fax 904 246-7126 Owner:Maisie Lot 34 Paradise Preserve 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump/Air Conditioner Brand Name, Model, Size: JANITROL C/U CPKE30-1A A/H A30-05 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R-6 There will be NO dampers (except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6 Insulated returns: Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, & Number: CODY One-way throw-11 Grilles Brand Name, Style, & Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name, & Model: N/A Electronic Air Cleaner Brand Name, & Model: N/A Baseboard Heat Brand Name, Model & Numbers: N/A Stove Vent: N/A Dryer Vent: 4" metal Bath Vents: 3" diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 9 904 246-3747 • Fax 904 246-7126 Owner:Maisie Lot 34 Paradise Preserve 14. PLUMBING: �7Waste Disposal-Public: City of Jacksonville Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of Jacksonville Beach Private: N/A Pressure Reducing Valve-Make & Model: N/A Gas Supply-Public: N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue 3/4" House to Water Heater CPVC SCD40 Glue House to Bathrooms CPUC SCD40 Glue TO '/" House to Kitchen Sink CPVC SCD40 Glue 3/4"TO 1/21f House to Refrigerator CPVC SCD40 Glue 9/4' TO '/z' House to Dishwasher CPVC SCD40 Glue TO 1/2" House to Ice Maker N/A Other: BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 10 904 246-3747 • Fax 904 246-7126 Owner:Maisie Lot 34 Paradise Preserve Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING STERLING Elongated Elongated Toilet Seat Church Church Shower LASCO 3442 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D- DELTA D- 2710LH P/H62/A6 1448LH P/H71/ 2WH A72WH Shower Faucet&Control DELTA D- 1324LH P/H71/A7 2WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location, Type & Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type& Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON,INC. 4400 Marsh Landing Blvd,Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 11 904 246-3747 • Fax 904 246-7126 Owner:Mazzie Lot 34 Paradise Preserve Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink Eljer C/I 33x22 4 hole 33"x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 12 904 246-3747 • Fax 904 246-7126 Owner:Mazzie Lot 34 Paradise Preserve R 220 High Voltage Wiring Detail: Item Wire Size Breaker Size Individual Circuit quantity Stove #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 3 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 13 904 246-3747 • Fax 904 246-7126 Owner:Mazzie Lot 34 Paradise Preserve 110 Voltage Wiring Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 4 4 15 Dining/Family 15 amp #14 CU 6 3 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 0 Master Bath 15 amp #14 CU 2 2 1 Guest Bath 15 amp #14 CU 2 2 1 Bath#1 Bath#2 Master Bedroom 15 amp #14 CU 3 2 5 Bedroom#1 15 amp #14 CU 1 1 5 Bedroom#2 15 amp #14 CU 1 1 4 Bedroom#3 Closet#1 15 amp #14 CU 0 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 15 amp #14 CU 0 1 2 Garage 15 amp #14 CU 1 2 2 BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 14 904 246-3747 • Fax 904 246-7126 Owner:Maine Lot 34 Paradise Preserve 110 Voltage Wiring Detail (continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 Cl 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 4 3 Weatherproof Recept.. 15 amp #14/2 CU 2 Smoke Detectors 15 amp #14/2 CU 5 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name& Model Number Wire Size Quantity Dining Room FURNISHED BY OWNER 1 Breakfast Nook Progress 4609-30 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-11 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls, Closet or Laundry Progress 3408-30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound 1 Garage (front wall bracket) Progress 5846-11 1 Front Porch (O/H) Progress 5805-11 1 Kitchen Sink(O/H) Recess with open trim 2 BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 15 904 246-3747 • Fax 904 246-7126 Owner:Mazzie Lot 34 Paradise Preserve 16. PAINTING: PAINT, EXTERIOR: COLORWHEEL CW#300 Number of Coats: 2: N/A Siding: Vinyl Trim: Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: COLORWHEEL CW#350 2 -coats Swiss Coffee L-4 Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks/Downspout Extensions: N/A Other: BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 16 904 246-3747 • Fax 904 246-7126 Owner:Mazzie Lot 34 Paradise Preserve 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To T-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To T-0"AFF Bath#2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19.SPECIAL EQUIPMENT: Not Included Elsewhere Garage Door Opener Brand Name & Model: Pre-wire ONLY Attic Fan Brand Name&Model: N/A Skylight Brand Name&Model: N/A Roof Ventilator Brand Name& Model: N/A Smoke Detectors Brand Name & Model: Firex 4418 w/battery backup Intercom Brand Name & Model: N/A Style& Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 3 Burglar Alarm Brand Name & Model: N/A Other: BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 17 904 246-3747 • Fax 904 246-7126 Owner:Maisie Lot 34 Paradise Preserve 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. E e footage and type of sod: 3,000 SF of Floritam St. Augustine er and species of plants: 30 -3 gallon plants(species varies with availability) ge and type of mulch: 4 yds. Cypress Other: 21.SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22.ALLOWANCES: Manufacturer and Model/Style INSTALLATION ITEM DATE (Tentative) Wallpaper, Materials, & Labor N/A N/A Floor Coverings-Carpet Portico- Monte Carlo, N/A Fascination or Illumination Floor Coverings-Vinyl Armstrong - Memories N/A Range MAYTAG CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hood vent MAYTAG H 304RA N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above NIA Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan & Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing & Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 18 904 246-3747 • Fax 904 246-7126 PAGE 1 Date: 02/25/2005 MANNING BUILDING SUPPLY LOG # : E0097 TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JOHN FERGUSON Pitch: 8 /12 Customer : BESTCON HOMES Job Name: LOT 34 PP / BESTCON Address : 1484 LOURAL WAY Address : LOT 34 PARADISE PRESERVE ATLANTIC BEACH 32233 Designer: CU - -- - - - -- - - - -- - - - -- - - -- - - - -- - - --- - - - -- --- -- - - -- - - - -- - - - -- - - - -- - - - -- - - -- - -- -- - - POP Left J Right 1 Qty1 Span 1 O.H. 1 O.H. Description ------ -- - - ---- - --- -- -- - - - --- - --- -- - --- - - -- --------- - - ---- - - -- -- - -- - - --------- "" 91 421 121 1 2 1 IT-1 11420 12 ' 12 ' 1T-2 1142 ' 121 121 IT-3 8 1 23 16118 121 10' IT-4 8 1 18'5118 101 12 , IT-5 4 1 231 511 101 101 IF-1 RAISED „ 111916-112 1 01 101 IF-3 2 PLY SEALS 511817118 101 1 01 IF-4 �'.M �7 1 18'7118 101 10' 1F-5 2 PLY 211319114 101 JO- 1F-6 31 12 '10"12 101 101 JF-7 11514"8 10' 101 1F-8 1 1 3'6114 10 ' 10' IF-9 11117181- 1 2 1 1 2 1 JUT-1 9 1 17 1 811 101 101 JUT-2 211718" 121 121 JUT-3 1100 9117 '7"12 101 101 1PB-1 211717"12 101 101 JPB-2 2018' 121 101 JJ8 NO BEVEL 10 818' 121 101 JJ8A NO BEVEL 617 ' 121 10' JCJ7 BEVEL 3L 3R 117 ' 12 ' 10' JCJ7A DBL BEVEL 117 ' 12 ' 10 ' iCJ7B DBL BEVEL 615' 121 10' JCJ5 BEVEL 3L 3R 115' 12 ' 10' JCJSA DBL BEVEL 1151 12 ' 10 ' 1CJ5B DBL BEVEL 00 613 ' 12 ' 10 ' JCJ3 BEVEL 3L 3R 213 ' 12 ' 10 ' 1CJ3A BEVEL 1L 1R 611' 12 ' 10' JCJ1 BEVEL 3L 3R 211' 121 101 JCJ1A BEVEL 1L 1R 3 1 11'3" 12191115 1 0- J HJ1 DBL BEVEL 1 1 11-3" 1 2' 91115 101 I HJ1A DBL BEVEL Beams ** 41421 1 1 J BM-1 GPLAM 1611 2 1221 1 J J BM-2 GPLAM 1611 1 1 1 1 ** Hardware Floor ** 71 1 1 1THA422 SY42 Hanger 4119161,12 10' 101 1F-2 - -- - - - -- - - - --- - - -- - - -- - - - -- - - - -- - - - -- -- - -- - ---- - - -- - - - -- - - - -- - - - -- - - -- - -- -- - - 73 - Trusses 7 - # of Hardware 0 - # of I-Joist 11 - Piggy' s 64 - Jacks 6 - # of Beams 0 - # of Rim Board - ------- -- ---- - --- - - - 148 - Total Trusses MANNING BUILDING SUPPLY CHRIS ULRICH 25 Feb 2005 8:54 am 11155 Philips Parkway Dr E , Jacksonville, Florida. 32256 (904)268-8225 FASTBeam@ Engineering Analysis @1996-2004 Geo[ ia-Pacific Corporation Version: 5.0 Build: 5.0.0.15 Project : E0097.FBD BESTCON /LOT 34 PARADISE PRESERVE Mark#: BMA Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L1360 TL= L/240 Composite Action : No LJ 3.5", 565 psi 3.5", 565 psi 3.5", 565 psi 231511 18' 11" LOADS Project Design Loads:Floor:Live=40 psf,Dead=15 pst Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start@End Span# Starts Ends Additional Info 1 Uniform(pif) 488 355 100% 0 010" 42'4" ROOF AND WALL ABOVE Uniform(plf) 29 0 0 0 42'4" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 3 Max R'n 5098 13754 4036 Min R'n 1209 4315 350 DL R'n 1506 4315 1047 Min Brg(in.) 1.50 3.48 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 6510 1 23'3" 21 21280 100% 0.31 M(ft4bs) 29377 2 0101, 21 69908 100% 0.42 LtRn(lbs) 5098 0 0101, 22 13842 100% 0.37 See Note#5 RtRn(lbs) 4036 0 42-4" 23 13842 100% 0.29 See Note#5 IntRn(lbs) 13754 0 23'5" 21 13842 100% 0.99 See Note#5 LLDefl(in.) 0.36 1 1119.1 22 0.78 U772 TLDefl(in.) 0.49 1 11'9" 22 1.17 U573 USE: GPLAM 2.0E 1.75x16.00"4 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6.Bearing length based on design material,support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9.Bolt plies together w/2 rows of 1/2"dia.bolts&washers 2"from edges @ 24"o/c staggered. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.For explanation of GROUP change to expanded printout. MANNING BUILDING SUPPLY CHRIS ULRICH 25 Feb 2005 8:54 am 11155 Philips Parkway Dr E , Jacksonville, Florida. 32256 (904)268-8225 FASTBeam@ Engineering Analysis @1996-2004 Geor ia-Pacific Corporation Version: 5.0 Build: 5.0.0.15 „ Project : E0097.FBD BESTCON / LOT 34 PARADISE PRESERVE Mark#: BM-2 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5", 565 psi 3.5", 565 psi 19'7 1/2" LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf; Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 488 355 100% 0 010" 19'7 1/2” ROOF AND WALL ABOVE Uniform(plf) 15 0 0 0 19'7 1/2" Self Weight *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 4932 4932 P-0 Min R'n 1449 1449 DL R'n 1449 1449 Min Brg(in.) 2.49 2.49 (Based on bearing stress below] Brg Str(psi) 565 565 im DESIGN Value Span X Group Allow LDF Ratio V(lbs) 4188 1 0-2- 21 10640 100% 0.39 M(ft-lbs) 24195 1 9'10" 21 34954 100% 0.69 LtRn(ibs) 4932 0 010.1 21 6921 100% 0.71 See Note#5 RtRn(lbs) 4932 0 19'8" 21 6921 100% 0.71 See Note#5 LLDefl(in.) 0.53 1 9.10.. 21 0.65 U444 TLDefl(in.) 0.75 1 91101. 21 0.98 U313 ' USE: GPLAM 2.0E 1.75x16.00"2 Plies Grade, Depth selected by User G-P LAM tm Georgia-Pacific Corp. r NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. J.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required, use Max R'n from 'Supports'section above. 6.Bearing length based on design material,support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9.Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center. Nail from alternate faces,2"from edges. w 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.For explanation of GROUP change to expanded printout. PRODUCTS HARDWARE SCHEDULE 6/9/04 2004 REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES A HUS26 51 2565 3205 1550 (14)16d (6)16d TRUSS B HUS28 51 3585 3775 2000 (22)16d (8)16d TRUSS C HGUS28-2 105 6805 7925 3220 (36)16d (12)16d TRUSS 2 Ply Truss D HGUS28-3 105 6805 7925 1 3220 (36)16d (12)16d TRUSS 3 PlyTruss E SUUR 26 67 800 1000 765 (6)16d (6)10dxl.5 TRUSS Skewed 45' F SUUR 210 67 1330 1660 1250 (10)16d (10)10dxl.5 TRUSS Skewed 45' G LSSU210 64 1110 1390 875 (10)10d (7)10dx1.5 TRUSS Sloped-varies G LSSU210 64 995 1205 785 (9)10d (7)10dx1.5 TRUSS Skewed-varies H THJA26 112 2680 3265 960 (20)16d (6)HJ(4)EJ 10dx1.5 TRUSS Hip Jack&End Jack I THA422 Min 66 1635 1635 - (2)16d To (6)16d SYS 42 I THA422 Max 66 3630 4145 1550 (22)16d (6)16d SYS 42 J THAC422 Min 66 1635 1635 - (2)16d Top (6)16d SYS 42 Inverted Flange J THAC422 Max 66 3630 4145 1550 (22)16d (6)16d SYS 42 Inverted Flange K THA422 UR Min 66 1090 1090 - (6)1 Od 3)10dxl.5 SYS 42 Skewed 45' K THA422 UR Max 66 1416 1675 310 (16)10d (3)10 x1.5 SYS 42 Skewed 45' K THA422 UR Max 66 1210 1210 - 2)10d To (4)10d SYS 42 Skewed 45' 9-12"FL L SUUR 410 67 1860 2330 1275 (14)16d 6)16d SYS 42 Skewed 45' M LSSU410 64 2430 3035 1150 (18)16d (12)10dxl.5 SYS 42 Sloped-varies M LSSU410 64 1625 1625 1150 (14)16d 12 10dxl.5 SYS 42 Skewed-varies N IUT312 73 1110 1390 255 (10)10d 2 10dxl.5 1-JOIST Face Mount 2.5" O HU312-2 74 2145 2680 1085 16 16d (6)1 Od I-JOIST 2 Ply Face Mount P IUT412 74 1110 1390 255 (10)10d 2 10dxl.5 I-JOIST Face Mount 3.5" Q MIT316 86 2400 - - (2)1 0dx1.5 I-JOIST Top Mount 2.5" R SUUR 310 67 1860 2330 765 (14)16d 6 10dxl.5 I-JOIST Skewed 45' S SUUR 314 67 2395 1 2500 1150 18 16d 8)10dxl.5 [-JOIST Skewed 45' T LSSUH310 64 2295 2295 1150 18)16d (112)1 Odxl.5 I-JOIST Sloped-varies T LSSUH310 64 1600 1600 1150 (14)16d (12)10dxl.5 I-JOIST Skewed-varies U HU11 Min 75 2950 3685 865 (22)16d (6)1 0dx1.5 1 PLY LVL Min. Load U HU11 Max 75 4020 4405 1440 (30)16d 1010dxl.5 1 PLY LVL Max. Load V HGUS48 75 6805 7925 3220 (36)16d 12 16d 2 PLY LVL W HGUS412 75 9155 9155 4055 (56)16d (20)16d 2 PLY LVL X HGUS412 L 75+161 5035 5035 '2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Lf X HGUS412 R 75+161 5035 5035 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Rt Y HUC412 Min 75+161 2145 2680 1085 16 16d (6)10d 2 PLY LVL Inverted Flange Y HUC412 Max 75+161 2950 3685 1810 (22)16d (10)10d 2 PLY LVL Inverted Flange Z HGUS5.50/12 76 9155 1 9155 4055 (56)16d (20)16d 3 PLY LVL ZZ HGUS7.25/12 76 9835 9835 4055 (56)16d (20)16d 4 PLY LVL UL1 H16S 138 - - 1470 (10)10d x 1.5 2 10dx1.5 Tie Down Short UL2 H16 138 - - 1470 (10)10d x 1.5 2 10dx1.5 Tie Down Lon UL3 H16-2 138 - - 1470 10)10d x 1.5 2 10dxl.5 Tie Down 2 PI Truss UL4 MTS12 139 - - 1000 7 10dxl.5 7 10dxl.5 Tie Down Twist Strap 12" UL5 HTS20 139 - - 1450 12 10dxl.5 12 10dxl.5 Tie Down Twist Strap 20" UL6 MSTA36 131 - - 2050 (13)1 Od (13)1 Od Tie Down Flat Strap 36" UL7 MGT 126+141 - - 3965 Threaded Rod or (22)1 Od Tie Down or Add UL8 UL8 PH05 26 - - - 14 SDS1/4x3 Add UL7 Tie Down Add UL7 UL8 PHD5 26 - - 4685 Threaded Rod Tie Down TSB2-24 1201 (4)10 x1.5 s S ace Brace Trus / e Tl1IS OflnrlltdG LCIFIE`_I REPAIRS FOR A TRUSS WITH CRACKED WE65. WARNING: THIS DESIGN IS VALID ONLY FOR A SINGLE PLY TRUSS WI111 DAMAGED WEBS OF 2x4 SIZE ANO #3 SO, PINE GRADE . IN ADDITION, A MAXIHUII OF I CnACK PEI) WEB AND 2 CRACKED WEBS PER TRUSS ARE ,1 ALLOWED . CONTACT THE TRUSS MANUFACTUREn FOR nEPAInS THAT 00 1 NOT COMPLY WITH THIS DETAIL. I (0) = OAHAGEO AREA. 0" MIN. to 12" HAX. LENGTH OF CRACK IN WED, t1 (S) = 0 -2X4 50. PINE 93 SCABS. HINIMUTA LENGTH OF SCAB 14UST K THE GREATER OF: A . Go" t- LENGTH OF DAMAGED AnEA (B) , MINII.IUM OF 34" ON DOTH SIDES OF THE DAMAGED AREA or 2. 00% OF THE ORIGINAL WEB LENGTH ATTACH ONE SCAB TO EACH FACE OF THE WEB WITH A DOUOLE ROW OF 10d COMMON WIRE NAILS SPACED 4" O.C. STAGGERED. nEFEH TO NAIL SPACING DETAIL FOR ADDITIONAL NAIL SPACING INFORMATION. NOTE: FIELD nEPAInS MUST COMPLY WITH ALPINE DESIGNS AND � J= SPECIFICATIONS. ' 34' M114. �f 7 34" MIN. `<1 ls) (101] HAILS: 0008LE ROH, STAGGERED) + - BACKFACE F 1 1c�i FRONT -I 0 - FRONT FACE - S- --� 1 4 o o + o + o + o + --- t� :IE o o o + o o — 2X4 #3 S0 . PItIF {JFE� (MI-Y --i—_ — NAIL SPACING DETAIL PLT . TYP.: ALPINE WOOOLOC ALPINE FIS TRULOX DE5 GN GRIT TPI Rev 17 .2m Nttl To `;I At 1 u IMPonTANTn�[1111IIR111IIIlFI1FU PII(gillcl7, IIIc. WARN IN(J(11$!:(IInUUIIdCdlldd( C4nE TC LL - PSF CrincKru [1111 nFlAl Cl C=1 C-� C-.:1 (-_� 1� bn411 Id71 nE t`L5nn1191U1t fnn 11(I PI IIAIdiLIt1U, Eh[f:111111 AIR) •1 re, _.. .._-. - io11 n. rl 1 n1Y1111nu rnrlt 11119 GlsIf11 fill irf',E SIYrIrIC411nlrg. rn Anr unlclim. "t mit-91 fir Irl. ;tE lnls Iltslcn ;'���G ''., TC OL - PV (IA TE _011/01 (1,1 1111—t 10 1-11t, nq 11111':5 In C01,01-1.1.0 wI'll U.;,I'll 01 Irl. fill. 111b11141P1 M-11:lq LI b1,NIN,111 tPuf:IIN; n( !���- •'.'AIt Ira' - --- - y. 1 7 C7 l ) f.:J I111•I1q C-11011-Is Int -cc - ;llc. l:u v. 511tl n(cllna Ail- vmrnnnlls. I.Ktss unNn9ra I... un. Anr J'.>r .V(.�4•� 11 ' `:�..•c DC (7L - 1"�F- (ifli! A IC;' ��(1'1•III I'�1 l 11.ir• Ln n 1Ill 1'I As Imil.n. Aryl r Cnr nN('.Inn; In CACI) I/.1.F nr fl Nllm :1IAll n( 141ft14111 Irntcur,dfln IrnM(9 � Il J1791 ; . ' RC L - P-'1 t _ I !!t, A�P T r�1 1 7 111) 111 f"', U111(r"J'A IUCI I(II IN 1111!; ,(;11,11 1`07,111)II 11 AI`I1:11tU 1•I,Yllnllil�14411111N:, 111111Un 1:))01111 1- —_.- I 1..-) A 1 f.Ur 111Cf•J115 1`Ln 1:111.1111GG 1)0. 1!,U C It,U4 I. III.�I1;11 :IAINII11Ui NI III IrIrI.114,Y 411 AI,Irl 11 fill.i(11:11111r -- �[E • � ��1��F/'~�♦ 7 _ 1. �(^\ r1;1Nn1••1 A/lI IS Ir.Illl( In•)Y l':I n115 111 IVIS r 111. 411(Ilr:lid F,Il'1 tln irl( 11'[IYIIf.CI 1_Y11'.If II/I/!111 I'M119rJ1•11 OR1[1'..'�1 � TOT.LD r F. 1 RUSE) � :111 LII ;1115 011_/11iG 111'11(5 in 11( I:IW-'IF1tll 1111111:1111 IPM 1.11/11111 1.1-11.11.4111II 1111911.11 A[lll`I Id 11111 — r_1In1111t .• /Jrf........ \�� 1111n.FnC w1_ n111t111I•fill 111 ul1 Ulnl,l 141, Id.'JLII IU 11 d. Ilgl}y 119 L111N1 I:IA 111lu.line, ..:.1 1''..: C..:1 (-.1 1:.1 1 1 11.1 - lur.: 1•,LI( Ur.1111r11. 111': I?vi 111 '41 1 24.0 I IINVI 111!;1411 yl•ff,11 If. Ifd1 11M1 Middl(.IN I;.I1gN:111X1 SPAC T M; C'1.U f - Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Florida Certificate of Product Approval#FL1999 Page 1 of 1 Document ID:ISLOI.SI-ZO702120633 Truss Fabricator: Manning Building Supply Job Identification: E0097-LOT 34 PP / BESTCON -- LOT 34 PARADISE PRESERVE Truss Count: 33 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995;ANSI/TPI-1995(STD) Engineering Software: Alpine Software,Versions 7.11.0116.20, 7.02.0527.09. Structural Engineer of Record: Address: Minimum Design Loads: Roof - 42.0 PSF @ 1.25 Duration Floor - 55.0 PSF @ 1.00 Duration Wind - 120 MPH ASCE 7-98 -Closed Notes: Seal Dato,8j/C2/2005 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer record, as defined in ANSI/TPI 1-1995 Section 2.2 Denise Rutledge Florida License Number:58752 2. The drawing date shown on this index sheet must ma.tch the date shown 1950 Marley Drive on the individual truss component drawing.. Haines City,FL 33844 3. The loads indicated on all referenced girder truse ai' consistent with the truss layout provided by Manning Building Supply for the above referi'66 fob identification. Loads applied by non-truss elements and basic load parameters are to reyif edaod poved by the EOR/building designer. 4. As shown on attached drawings; the draw ng r►�r' ti. HCUSR151 Details: CNBRGBLK-TCFILLER-BCFILLER-A 2015EC-GBLLETIN-CNSY42PI Al.,,ZO C-PIGBACKA-PIGBACKB ti 1 §=-T- 0506115 ; 03°%02%a !v „ 2 :15690--T-2 0508159 03/x#2/0 �at,Erv. �1<. etv°il. 3 15691--T 3 06061160 03/ .�IK�S41►f i'l`� FLi u^1 322 r� of XUTH,QPQATIOC4 eta 9784 5, 15698 .-1 5 #1506I162' 03/02/0 SHOP ► tGtytEw �iaa���+'t � 1 15.694=-F-1 0061163 031,62'%061164 '107z / -- 6 15695 -F�4 2 P.LYb061165 03/02/0 (3 pw fiPF'R:1@'tJ As iui}T60 9 15697- F�5 2PLI� 05061166 03/,112/0 10 15698--F-6 05061167 03/02/0 j zo OS 11 15699--F-7 05061168 03/02/0 EnSin0orof rt pr+ El.Dart. No.39476 12 15700--F-8 05061169 03/02/0 LORiS J, GABftL, , 13 15701--F-9 05061170 03/02/0 A'C"i'CNTION�Review of shop dr ' 14 15702--UT-1 05061171 03/02/0 for confgrmAnca with the as, wtn Is on 15 15703--UT-2 05061172 03/02/0 the PrnMat rand dads not relieve the p�� 16 15704--UT-3 05061173 03/02/0 al®gatad en$In#�r of ►e4penplhiilty for an deviation 17 15705--PB-1 05061174 03/02/ from tho rs:;,ylrsment4 of the oorrtract docu 18 15706--PB-2 05061175 03/02/0 Monts nor tram r"PQn1 pity fdr errors or 19 15707--J8 NO BEVEL 05061176 03/02/0 Omiuions in the shpi; draw;rtsa, 20 15708--J8A NO BEVEL 05061177 03/02/0 21 15709--CJ7 BEVEL 3L 3 05061178 03/02/0 22 15710--CJ7A DBL BEVEL 05061182 03/02/0 23 15711--CJ7B DBL BEVEL 05061180 03/02/0 24 15712--CJ5 BEVEL 3L 3 05061181 03/02/0 25 15713--CJ5A DBL BEVEL 05061183 03/02/0 26 15714--CJ5B DBL BEVE 05061184 03/02/0 27 15715--CJ3 BEVEL 3L 3 05061185 03/02/0 28 15716--CJ3A BEVEL 1L 05061186 03/02/0 29 15717--CJ1 BEVEL 3L 3 05061187 03/02/0 30 15718--CJ1A BEVEL 1L 05061188 03/02/0 31 15719--HJ1, DBL BEVEL 05061189 03/02/0 32 15720--HJ1A DBL BEVEL 05061179 03/02/0 Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number: 567 Page 1 of 1 Document ID:1SL0151-Z0702120633 Truss Fabricator: Manning Building Supply Job Identification: E0097-LOT 34 PP / BESTCON -- LOT 34 PARADISE PRESERVE Truss Count: 3 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995;ANSI/TPI-1995(STD) Engineering Software: Alpine Software,Versions 7.11.0116.20, 7.02.0527.09. Structural Engineer of Record: Address: Minimum Design Loads: Roof - 42.0 PSF @ 1.25 Duration Floor - 55.0 PSF @ 1.00 Duration Wind - 120 MPH ASCE 7-98 -Closed Notes: Seal Date:03/02/2005 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 Denise Rutledge 2. The drawing date shown on this index sheet must match the date Florida License Number: 587521950 Marley Drive shown on the individual truss component drawing. Haines City,FL 33844 rive 3. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Revised Trusses 1 15708--J8A NO BEVEL 05061177- 03/02/0 2 15710--CJ7ADBL BEVEL 05061182'' 03/02/0 I1�1111mill 1If1111 (E0097-LOT 34 PP / BESTCON LOT 34 PARADISE PRESERVE T1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 6.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 :W6, W8, W10 2x4 SP #2 N: DL=3.5 psf, wind BC DL-2.5 psf. Roof overhang supports 2.00 psf soffit load. (B) 1x4 #3 or better "T" brace. 80% length of web member, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. or (A) 2x6 #3 or better "T" brace. 80% length of web member, (1) continuous lateral brace e qually spaced on member. attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. or (1) continuous lateral brace equally spaced on member. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L1240 total load. TC 24 12.05 29.70 BC 75 0.17 41.88 5X7= 1.5X4111 3X5= 5V= 3 X 5% X7=3X5% 3 X 5� B r A) (B) (B (B8 8-5-14 3X5� 3X5�� W8 W10 10-1-2 3X5(131) 3X5= 5X7 3X8= 3X5= 5X7 3X5= 1.5X4111 1.5X4 III 3X5(Bl) 2-0-0E -1 2-0-0'-O-O 19-5-12 t t� 1_ 12-2-2 I 17-7-12 I 12-2-2 I �E 42-0-0 Over 3 Supports —� R=784 U-352 W=3.5" R=1965 U=894 W=3.5" R=1020 U- _ .5" RUrtF PLT TYP. Wave TPI **WARNING**TRUSSES REUUIREDEeX Design n CB iAtR:FABRICATION, NG. INSTALLING AND'RACING llr6+.20 I�FQTY: FL 3 R - Scale =.125" Ft. REFER TO BCST 1-03 In COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 58 No. 2 TC L L 20.0 P S F R E F R 15 1 15689 D'GNO FRIG DR., SUITE 200, MADISON, WI 53]19) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE L MAOI SON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUN C.TION S. ONCE SS OTHERWISE INDICATE TC D L 70 P S F DATE 03/02/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE RIGID CEILING. **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED • STA OF BC DL 5.0 PSF DRW HCUSR151 05061158 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE ALPINE TRUSS IN C11FORMANCF WI1H IPI: OR FABRICATINf., HANDLING, SHIPPING. INSTALLING B BRACING OF TRUSSES. O 1!� B C L L 10.0 P S F HC-ENG M N M/A D R HE, E 51 GN CONEOR MS WITH APRL ICARLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. a AFBPAJ AND TPI. ALPINE !!! R CONNECTOR PLATES ARE MADE OF 20/18/I6f,A (W,H/S/K) ASTM A653 GRADE 40/60 (W, K/H,5) GALV. STEEL. APPLY ��w��O•',-.•.�`� T 0 T.L D. 4 2.0 P S F S E O N 24886 PLATES TO EACH FACE OF TRUSS AND, UNLESS DIDFPWISE LOC ATEO ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. uJ_ yV—_ry • ��!!• (pine Engineered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHAII BE VER ANNE% A3 OF 1PII-20011 SEC-I- A SEAL ON [HIS O D U R.FAC. 1.25 I9JD F n'IVe DRAWING INDICATES ACCFPTANCE OF PROFESSIONAL FNf INCER INC RE SPO NSt R ILIIY SOLELY FOR THE TRUSS COMPONFNT UESIG THE -LILY A THIS FOR A TNG I6 ""`ON5181 HF Ma w=-aLnes .:.>33844 . BUILD �Ka aSNFR PF ,..�o��I 1 5 -..a_ ,, FL ms fnuthoa n# �u, a . , ...,e_ �. .. .� ING .0' JR "1S�L0si° ZZ-07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, (E0097-LOT 34 PP / BESTCON -- LOT 34 PARADISE PRESERVE T 2) Top chord 2x4 SP #2 N Bearing blocks: Nail type: 12d-box-nails (0.128"X3.25") Bot chord 2x6 SP #2 N BRG X LOC #BLOCKS LENGTH/BLK #NAILS/BLK WALL PLATE Webs 2x4 SP #3 2 19.333' 1 12" 13 Match Truss Bearing block to be same size and species as bottom chord. SPECIAL LOADS Refer to drawing CNBRGBLK0503 for additional information. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.16 to 54 PLF at 8.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not TC From 134 PLF at 8.00 to 134 PLF at 8.00 located within 6.50 ft from roof edge, CAT II, EXP C, wind TC TC From 107 PLF at 8.00 to 107 PLF at 29.82 DL=3.5 psf, wind BC DL=2.5 psf. TC From 134 PLF at 29.82 to 134 PLF at 34.00 TC From 54 PLF at 34.00 to 54 PLF at 44.16 See DWGS TCFILLER1103 and BCFILLER1103 for filler details. BC From 4 PLF at -2.16 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 8.00 See DWGS A12015EC1103 & GBLLETIN1103 for more requirements. BC From 169 PLF at 8.00 to 169 PLF at 29.82 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BC From 30 PLF at 29.82 to 30 PLF at 42.00 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. BC From 4 PLF at 42.00 to 4 PLF at 44.16 BC 672 LB Conc. Load at 8.00 * MEMBER TO BE BRACED BY PROPERLY ATTACHED BC 1165 LB Conc. Load at 29.82 SHEATHING OR PURLINS @ 24" OC. Roof overhang supports 2.00 psf soffit load. This truss is not reversible. Per ANSI/TPI 1-2002, Section 2.4.3 Truss (A) 1x4 #3 or better "T" brace. 80% length of web member, Manufacturer is responsible to provide attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. or information for proper orientation of (1) continuous lateral brace e qually spaced on member. trusses. This information shall be provided to the contractor. (B) 2x6 #3 or better "T" brace. 80% length of web member, attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. 3X5= 5X7--- or (2) continuous lateral braces equally spaced on member. 3X3-- 5X7 5X7% 5X7= IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 8 * 5X5 3X3= CHORD SPACING(IN OC) START(FT) END(FT) 5X7 TC 24 8.00 8.793X5�� "=-- ] TC 24 12.00 14.00 + + + 3X8�� TC 24 12.18 14.83 8 A) (B (A 3X5= B 8-1-11 TC 24 14.00 16.00 TC 24 14.83 18.00 TC 24 16.00 19.48 TC 24 18.00 20.00 TC 24 19.48 21.00 + + + TC 24 20.00 22.00 5X5= 8X8- 5X9= 3X8= 8X8= 5X5= 3X3111 TC 24 21.00 24.00 5X5(Al) 5X5(Al) TC 24 22.00 26.00 R=4352 U=1978 W=3.5" TC 24 24.00 28.00 TC 24 26.00 29.82 R=241 PLF U=110 PLF W=14-3-8 R=2323 U=1056 W=3.5" 2-0-0 TC 24 28.00 30.00 2-0-019-5-12 _1 2-0-0 TC 24 33.21 34.00 o BC 75 0.29 42.00 8-0-0 4-2-2 8-9-14 8-9-14 4-2-Z- -5 8-0-0- Deflection meets L/360 live and L1240 total load. ]- Note: All Plates Are 1.5X4 Except As Shown. .2•-• •:Q v Supports .�K'TIFIC,�T�G' PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. �•� 1.20 b• Y: FL 3 - R - Scale **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. No. .rlZ T C LL 20.0 P S F R E F R151-- 15690 REFER TO SCSI I-03 (BUTLDIMG COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 58 D'ONOf RIO DR., SUITE 200, MADISON, WI 53]19) AND W7CA (WOOD TRUSS COUNCIL Oi AMERICA, 6300 ENTERPRISE L [UPI CHORSON'D WSHAILI H AVE P R O PEREY A T TACHA IEDS STRUCCTURAL 10 P PANEELSI ANDTHESE BOTTOMUCHORDIT N SHALL NETS'HAVE AT PROPERLYINDTIAI ATTACHE * TC DL 7.0 P S F DATE 03/02/05 RIGID C.E It ING. STAT O� BC DL 5.0 PSF DRW HCUSR151 05061159 **IMPORTANT** FIJIM ISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED (�/M/(��, PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY GEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE •• ••(��/ ALPINE RGSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING B BRACING OF TRUSSES. D^n••• ;BC L L 1 0.0 P S F HC-ENG /A D R DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, 8Y AF&PA) AND TPI.. ALPINE c :• !`�- CONNEf,TOR PA fl ARE MAGE OF 20/18/16GA (W,H/S/K) ASTM 0653 OR 40(60 IN. K/N.S) GAL V. STEEL. APPLY •..��� _`C1� T O T L D. 42.0 P S F S E O N- 24884 PLATES TO EACH FACE OF TRUSS ANp, UNLESS OTHFRHISE LOCA iEO ON THIS DESIGN, POSITION PER DRAWINGS 1 60A Z. 71pine Engineered Products, C. ANYINSPECTIONOFFS PLATES FOILOWEO BY (i) SHALL BE PER ANNEX A3 OF iPll-2002 SEC.3. A SEAL ON IHISDUR.FAC. 1.25 FR0M CU 5 DRAWING IN TCA TfS ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLEIY FOR THE TRUSS COMPONENT t9 1 TktVC DESIG 111d, "".-[TY A '" THIS "'T IDR A ^ING IS ^"^ONSIBI "" 'HF Ma IIIBS a;,3311 .,: OIIIID ;w., _:NER PrIL.,.. ::'I i SIX- FL a.t.. .,., ktnv-..:N.,a` `. -�.U.�,.' ''aL ,». JRA,---,SLA 0777 = FL a A, fi❑ � -. J R C`, , 1 S L ;i'i' L THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO097-LOT 34 PP / BESTCON -- LOT 34 PARADISE PRESERVE T-3) Top chord 2x4 SP ##2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, CLOSED bldg, not Bot chord 2x6 SP ##2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP ##3 DL-3.5 psf, wind BC DL=2.5 psf. SPECIAL LOADS Roof overhang supports 2.00 psf soffit load. ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.16 to 54 PLF at 8.00 See DWGS TCFILLER1103 and BCFILLER1103 for filler details. TC From 134 PLF at 8.00 to 134 PLF at 8.00 TC From 107 PLF at 8.00 to 107 PLF at 29.82 See DWGS A12015EC1103 & GBLLETIN1103 for more requirements. TC From 134 PLF at 29.82 to 134 PLF at 34.00 TC From 54 PLF at 34.00 to 54 PLF at 44.16 Deflection meets L/360 live and L/240 total load. BC From 4 PLF at -2.16 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 8.00 * MEMBER TO BE BRACED BY PROPERLY ATTACHED BC From 169 PLF at 8.00 to 169 PLF at 29.82 SHEATHING OR PURLINS @ 24" OC. BC From 30 PLF at 29.82 to 30 PLF at 42.00 BC From 4 PLF at 42.00 to 4 PLF at 44.16 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BC 672 LB Conc. Load at 8.00 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. BC 1165 LB Conc. Load at 29.82 (A) 1x4 ##3 or better "T" brace. 80% length of web member, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. or (1) continuous lateral brace e qually spaced on member. 5X7--- (B) X7-(B) 2x6 ##3 or better "T" brace. 80% length of web member, 3X5=- attached X5=attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. 3X3=- 5X7= or (1) continuous lateral brace equally spaced on member. 5 X 7 3X5= 3X5= 5X7= � 3X3= IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 5X7 B CHORD SPACING(IN OC) START(FT) END(FT) 3 X 51�� TC 24 8.00 8.79 XA) + 3X60 TC 24 12.00 14.00 B r (B (B 8 8-1-11 TC 24 12.18 14.83 TC 24 14.00 16.00 TC 24 14.83 18.00 TC 24 16.00 19.48 TC 24 18.00 20.00 5X5= 3X8= 3X5= + 8X8 5X5= + 3X3111 TC 24 19.48 21.00 5X5(Al) TC 24 20.00 22.00 5X5(Al) TC 24 21.00 24.00 TC 24 22.00 26.00 TC 24 24.00 28.00 TC 24 26.00 29.82 20-0 12-0-(2-0- TC 24 28.00 30.00 TC 24 33.21 34.00 I, 8-0-0 _1_4-2-2_1_ 8-9-14 ,I, 8-9-14 ,1,4-2-g�5 8-0-0 I BC 75 0.29 42.00 1F < 42-0-0 Over 2 Supports R=341 PLF U=155 PLF W=2 RU II,w. R=2099 U=3429 W=3.5" Note: All Plates Are 1.5X4 Except As Shown. ��s.•••• ••• `- PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7 1 X111`6.20 k • TY: FL 3 R - Scale =.125" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. N�• Z T C L L 20.0 P S F R E F R151-- 1 5 6 9 1 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5 D'ON0F BE DR., SUITE 200, MAOI SON, WI 53719) AND WT CA (W000 TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE HALL PCHOROWSHALLIHAVEOPROPERLYSAFETY ATTACHEDSSTRUCIURAL70 PPgNEORSING ANOTHESE 80TTONUCHORDNS.SNALUNLESS HAVE ATHERWISE PRPERLYTAiDICAT TACH • T C D L 7.0 P S F DATE 03/02/05 RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •' STA O �!/Q BC DL 5.0 PSF DRW HCUSR151 05061160 ALPINE TRUPRODSSCTS. INC IN CONFORMANCELW'TO OP TRESPONSIRLFABRICA�INGEVIATHANDLNNGROSHIPPING,HIS SINSTALLINGGN YBFBRACINGTOFBTRUSSESTHE O hhP • {(+ BC LL 10.0 P S F HC-ENG /A D R DESIGN LO NTOP MS WITH All PROVISIONS OF NOS (NA ilO NAL DESIGN SPEC. BY AF6PA) AND TPI. ALPINE •••��OR�V f CONNECTOR PLAIFS ARE MADE OF 20/18/16GA (N,H(S/K) ASTM A653 GRADE 40/60 (W, K/N,S) GAL Y. STEEL. APPLY ••�r•��`�+ TOT.L D. 42.0 P S F S E Q N 41153 PI-ATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. J-l/V1l A �`N_ %1pine En ineered Products, nC. ANYINSPECTION OF PLATESFOLLUWED BY (T) SHALLBE PER ANNE% A3 OF TPI1-2002 SEC.3. A SEAL ON THIS DUR.FAC. 1.25 FR0M CU DRAWING INDICATES ACCEPTANCE OF PNOFFSSI OH AL CNGINEERING RF SP II ITY SOLELY FOR THE TRUSS COMPONENT 1950 Marley Drive pESIG c THE ""I'IIIAN I s OF THIS T FOR It".­0ING I5 F 1F ONSIBt T ^' THE Ma -An1esC =33844 - Bun Dryer NCR PF 'i T sE - `�eriificaeo"' tin "�/.��., - .. .,. _..��r .�. �:E 9a., _. N..- .,- m> ..,;< ,..,.... ; ..><YING "�.� .0" '� JR -YSL :3 �ZO7i:_.:�.. (E0097-LOT 34 PP / BESTCON LOT 34 PARADISE PRESERVE T4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N :T1 2x4 SP #1 Dense: 120 mph wind, 16.74 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 N: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-3.5 psf, wind BC DL-5.0 psf. Calculated horizontal deflection is 0.25" due to live load and Right end vertical not exposed to wind pressure. 0.14" due to dead load. Deflection meets L/360 live and L/240 total load. (A) 1x4 #3 or better "T" brace. 80% length of web member, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. or (1) continuous lateral brace e qually spaced on member. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) 5X7 BC 42 0.17 17.15 8 BC 75 17.15 23.42 1.5X4111 1.5X4111 (A) 4-2-4 5X5�i B2 18-7 0 14-4-7 B 5X14= 3X3= 1.5X4= X3=1.5X4= T1 6 3X5% 10-1-2 3X8(Al) R=1086 U=647 W=3.5" R=1248 U=376 W=3.5" 20 0 LE 21-0-0 2-6-8. 17-3-4 6 S� ur•�c fE 23-6-8 Over 2 Supports C41 PLT TYP. Wave TPI '•WARNING" TRUSSES REDD,REDe%EXTREME DesignCrit: FAaR,�ATPI-1995 (STD)NG, INSTALLING AND RACING( 1. i1T�wya20 TY. FL 3 R - Scale =.1875" Ft. REFER 10 BCSI 1-03 (BUILDING COMPONENT SAFE TV INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5 •_O• T C L L 20.0 P S F R E F R151-- 15692 D'ONU FRIG OR., SUITE 200, MADISON, N1 53719) AND WTCA ('000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOP TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE END AT ,*: T C D L 7.0 P S F DATE 03/02/05 LOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY AT IACN RIGID CEILING. STA OF �� BC DL 10.0 PSF DRW HCUSR151 05061161 `IMPORTANT**FURNISH A COPY OF THIS DESIGN i0 THE INSTALLATION CONTRACTOR. AL PINI ENGINEERS ': PRODUCTS. INC. SHALL NOT RE RESPONSIBLE FOR ANY DEVIATIIIN FROM THIS DESIGN; ANV FAILURE TO BUILD THE • 0R1+ .;•-� BC LL 10.0 P S F HC-ENG M N M/A D R ALPINE RU55 IN CO NFURMANCE W[TH TEL OR FABRICATING. HANDLING, SHIPPING. INSTALLING&BRACING OF TRUSSES. ^J� iwV`a DESIGN CONFORMS W[TH APPLICABLE PROVISIONS OF NOS (NATIONAL DESI GM SPEC, BY AF6PA) AND TPI. ALPINE /�-wS/• CONNECTOR PLAIES ARE MADE OF 2D/1B�16GA (W,H/S/R) ASTM A6s3 GRADE 40/60 1W. K/H,S) GAL V. STEEL. APPLY `J. TOT.L D. 47.0 P S F S E Q N- 41156 PLATES TO EACH FACE OF IRUSS AND, UNLESS OTHFRWI SE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. (pine Engineered Products, nc. ANY INSPECTION OF PLATES FULL WED BY (i) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS D U R.FAC. 1.2 5 FROM C U I9 0 I¢V IhiVe DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGI NEFR ING RESPONSIBILITY SOLELY FOR THF TRUSS COMPONENT 81hC5 DISIG ' THE LITY A ^ THIS L`" T FOR A ^ING 75 ONSIBI „,33844 BUILD , ,;NSR RI PT 1 -. THE Mar a I vitt n t� . M.. z ,� I N G 1.0" J R - - S L 2 0 7 R;T, F, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED By TRUSS MFR. (EO097-LOT 34 PP / BESTCON - LOT 34 PARADISE PRESERVE T-5) Top chord 2x4 SP #2 N SPECIAL LOADS Bot chord 2x6 SP #1 Dense ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Webs 2x4 SP #2 N :W4 2x4 SP #3: TC From 54 PLF at 0.00 to 54 PLF at 20.62 BC From 84 PLF at -0.33 to 84 PLF at 0.00 IN LIEU OF STRUCTURAL PANELS USE PURLINS: BC From 30 PLF at 0.00 to 30 PLF at 1.80 TO BRACE BC @ 112" OC. BC From 75 PLF at 1.80 to 75 PLF at 8.73 BC From 30 PLF at 8.73 to 30 PLF at 18.46 LEFT END VERTICAL NOT EXPOSED TO WIND. BC From 4 PLF at 18.46 to 4 PLF at 20.62 120 mph wind, 15.90 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC 1.5X4 III DL=3.5 psf, wind BC DL=2.5 psf. Roof overhang supports 2.00 psf soffit load. 5 X 5 (A) 1x4 #3 or better "T" brace. 80% length of web member, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. or (1) continuous lateral brace e qually spaced on member. Deflection meets L/360 live and L/240 total load. (A) � B 1.5X4/i 12-8-2 (A) 0-5-8 W4 X10 1 2 5X9(R) III 3X5= 2X4(Al) 2-0 O 18-9-8 Over 2 Supports R=986 U-693 W=4" R=1025 U=628 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. .20 L FL 3 - R - Scale **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. TC LL 20.0 P S F R E F R 1 5 1 15693 REFER TO BCST 1-03 (NOIEDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE IN STI TO TE. 50 NOS 52 D'ONOFR IO OR., SUITE 200, MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE L MADISON, WE 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE i TC DL 7.0 P S F DATE 03/02/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE RIGID CEILING. **IMPORTANT**FURNISH A COPY OF TH15 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED STAT OF BC DL 5.0 PSF DRW HCUSR151 05061162 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE �. 8 C L L 10.0 P S F HC-ENG M N M/AD R ALPINE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING B BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE O•• CONN Ef,TOR pLAtES ARE MADE OF 20/18/16 GA (W,N/S/K) AS1M A653 GRADE 40/60 (W, K/N.S) GAL Y. STEEL. APPLY L_ ♦ T 0 T.L D. 4 2.0 P S F S E 0 N 41159 PLATES TO EACH FACE OF TRUSS AND, UNLESS OT HEP WISE t.OC AT ED ON THIS DESIGN, POSITION PER DRAWINGS 160A-2. `. t��A`� 71ppine Engineered Products, nc. ANY INSPECTION Of PLATES FOLLOWED BY (I) SHALL BE PER ANNE% A3 OF TP11-2002 SEC-3. A SEAL ON THIS J- •4 �Yr'' pUR FAC. 1.25 FROM CU I95U jev j),jye DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FNGINEFR IN RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 11f��� HE Y AN „,. TIFIONC ,53844 NUILD ..a.:».v NERT PE rye,..'IT1 SES ,^` TH15 u...,;[ FDR A ..,,.^1NG ISm^���ONSIBILyj.a.c' HE vd..�. a, .a IMG � 1.0' JRL' 1S- L011n, ,Z---t 7u.,. .:.: fi u riz THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0097-LOT 34 PP / BESTCON LOT 34 PARADISE PRESERVE F 1) Top chord 4x2 SP ##2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP ##1 Dense Webs 4x2 SP ##3 Max JT VERT DEFL: LL: 0.46" DL: 0.17" recommended camber 1/4" IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Trusses to be spaced at 16.0" OC maximum. BC 120 0.10 23.06 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 17" I1-7-8 10-4-8- 1)5°`Typi 3X3= 3X3= 1.5X4(R) 4X4= W=3X5= 1.5X4(R) = 3X5= 3X3= 3X3= 3X3= 1.5X4111 3X3= 3X5= 4X4= __F1 4-0 � 1-0-8 1-0 8 +102 5X5= 3X 5==—_ 3 Xv 3 3X3= . 3X3= 1.5X4111 3X3= 3X5= 5X5=ZI 2X4111 2X4 III W=H0308= 3X3= 23-5-0 Over 2 Supports R=850 W=2.75" R=650 W=2.75" RU PLT TYP. 20 Gauge HS,Wave TPI Design Crit: TPI-1995 STD 7 1. 116.20 ' TY. FL 3 R - Scale =.3125" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING • �0.5 T C L L 40.0 P S F R E F R151-- 15694 REFER TO SCSI I-07 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED By TPI (TRUSS PLATE INSTITUTE, 5 D' NO RIO DR., SUITE 200, MADISON, WE 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE MADISON. WE 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE [%DICAI * T C D L 10.0 P S F DATE 03/02/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH RIGID CEILING. STA OF BC DL 5.0 PSF DRW HCUSR151 05061163 -AIMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE • • s:�•� g C L L 0.0 P S F H C-ENG M N M/A D R ALPINE IN USS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING g BRACING OF TRUSSES. ^/c/�►••• `O�(�.r• DESIGN CONFORMS WITH MADE 20 PROVISIONS OF NPS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE O` �i� � T 0 T L D. 5 5.0 PSF S E 0 N 25821 CONNECTOR PLATES ARE MADE OF 2U/ig/16GA (N.H/S/K) ASTM A65J GRADE 4O/60 W. K/H.S) GALV. STE FL. APPLY V PLATE TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-7. 71pine Engineered Products, C. ANY INSPECTION OF PLATES TOLL OWED BY li) SHALL BE PER ANNEX A3 OF IPII-2002 SEC.3. A SEAL ON THIS 1950 IVt2[)e Dnve DRAWING INAIC,ATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR III[ TRUSS COMPONENT D U R.FAC. 1.00 F ROM C U �' pE SIGN cHOWN THE UILAB Tt.ITY AN UCF nF THIS C TF wT FOR A P TI nING IS F RFc oONSIBI THE M a r lltlesC I38g4 . ,..:, BUIlO -NIB PE '1 1 SF .. v- ,ING .0 JR lSLO �,lT,.Z07 .� , . : ._t .:ti - . n ��fi o n ti n i°"'- - `' ' aU _. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0097-LOT 34 PP / BESTCON -- LOT 34 PARADISE PRESERVE - F 3 2 PLY) Top chord 4x2 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 See DWG CNSY42PL1103 for connection details of 2 ply trusses. N=8 See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. SPECIAL LOADS (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TC From 100 PLF at 0.13 to 100 PLF at 19.44 CHORD SPACING(IN OC) START(FT) END(FT) BC From 10 PLF at 0.00 to 10 PLF at 19.56 BC 120 0.23 19.31 TC 1115 LB Conc. Load at 13.92 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. � _)15.75"� 9-1-8 —� 9-1-8 15" Typ. 4X4= 1.5X4(R) 5X5= 1.5X4(R) = 5X5= 4X4= 4X4= 2X5111 2X5111 4X4= 5X5= 5X5= 1 0-8 1-4-0 1-0-8 A— �10 L12 —1- 3X5= 3X5= 3X3= 3X3= 3X3= 3X3= 3X6= 5X5= 2X4 III 2X4111 19-6-12 Over 2 Supports R=1377 W=2.75" R=1864 W-3.5" �S .. RUTS ���•c� IN C41. �cc� PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7 1. •16.20 •• TY: FL 3 R - Scale =.3125" Ft. —WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING Nu.S 2 TC LL 40.0 P S F R E F R151-- 15695 REFER TO BCSI I-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5 D'ONOFR IO OR.. SUITE 200. MADISONR S ET . WI 53719) AND W7CA (NOOD TRUSS COUNCIL Of AMERICA. 6300 ENTERPRISE • i TOPLE MADCHORD IMAVEOPROPERLY ATTACHEDSSTRUCTURALPPAN EOLSIANpTBOTTOMUCHORDNSHALL NHA HAVE ATPROPERLYHERWISEI ATTACH •* TC DL 10.0 P S F DATE 03/02/05 RIGID CEILING. STA OF �� BC DL 5.0 PSF DRW HCUSR151 05061164 **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 •kr B C L L 0.O P S F H C-ENG M N M A D R ALPINE TRUSS IN CONFORMANCE WE IH TPI: OR FABRICATtNG. HANDLING, SN[PP1NG. INSTALLING S BRACING OF TRUSSES. • • FL�R�pP: / DESIGN CONFORMS NAR APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE • T 0 T.L D. 55.0 P S F S E A N 24836 CONNECTOR PLATES ARE MADE OF 20718/1GGA OTHERWISE ASTM A653 GRADE 40/60 (W, K0H1 S) GALE. SIEEL. APPLY �,•A••�•••• ,,,X PLA IES TO EACH GAC[ OF TRUSS AHD, UNLESS OTHERWISE LOCATED ON TH15 DESIGN, POSITION PER DRAWINGS 160A-7. •■ A ine Engineered Products, C. ANY INSPECTION OF PLATES iOLLOWED BV (I) SMALL BE PEP ANNEX A3 OF TPI1 2002 SE C.3. A SEAL ON THIS V n D U R.FAC 1.00 F R 0 M C U P DRAWING INDICATES ACCEPTANCE OF PR OFES S[ONAL ENGINEERING RESPONSIBILITY SOLFLY FOR THE TRUSS COMPONENT 19 0 Marley Drive DESIG SH WN THE 5 ITAH LITY AN USE OF THIS NP NFNF FOR A Bt11LO LNG IS E REGPONSIBI TY OF THE M a r ,.;.sines 33844 BUILUt- 1NER PE ,« '"I L sF ... 4 s a ff��� ING ,.. ,1.0" N. JRA-. 1SL0 �$ Z07 .a (E0097-LOT 34 PP / BESTCON LOT 34 PARADISE PRESERVE F 4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N See ANSI/TPI 1 02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.23 18.40 Truss must be installed as shown with top chord up. � 19.5"9-1-8 _i I 7-10-8- 151, 10 8 1�. 4X4= 1.5X4(R) 1.5X4(R) = 3X5= 3X3= 3X3= 1.5X4111 3X3= 3X3= 3X5= 4X4= 1 8 1-4-0 0 8 —�— 10-1-k _L 5X5= 3X5= 3X3= 3X3= 1.5X4111 3X3= 3X5= 5X5= 2 X 4 III 2X4III 18-7-8 Over 2 Supports R=1012 W=2.75" R=1012 W=2.75" RUTa PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7 1Q13 20 E`•' Y. FL 3 R Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. • T C L L 40.0 P S F R E F R 1 5 1 - 15696 REFER TO SCSI 103 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPF (TRUSS PLATE INSTITUTE, 5 No.5 Z D'ON0 FRIO DR., SUITE 200. MADISON. WI 53719) AND WTCA (WOOD ift USS COUNCIL OF AMERICA, 6300 ENTERPRISE MAD TOPICSHALLWE5371 I HAVE O PROPER LY ATTACHED CE S STRUCCTURAL P PANEE R SI AND BOLTOMUCHORD N SHALL N HAVELE SS ATP ROPERLYI ADTTACH •*• •* TC D L 10.0 P S F DATE 03/02/05 RIGID CEILING. STAT OF •Q BC DL 5.0 PSF DRW HCUSR151 05061165 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE Rt ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRUM THIS DESIGN; ANY FAILURE TO BUILD THE . •(,•I B C L L _ 0.0 P S F HC-ENG M N M/A D R TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, NA NDLING, SHIPPING. INSTALLING B DRACING OF TRUSSES. V DESIGN CONFORMS WITH APPLICABLE PR OYISIONS OF NDS (NATIONAL DESIGN SPEC. BY Af BP A) ANO TPI. ALPINE O�, P CONNECTOR PLATES ARE MADE OF 20/18/16 GA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H,S) GALY' STEEL. APPLY �(�•�Z (� Q• T 0 T.L D. 55.0 P S F S E O N 24804 ',X PLATES TO EAC 11 FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS 01'IGN, POSITION PER DRAWINGS '60A-2. (�'• • . At 1950 i(PV T7rlVC DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT D U R.FAC. 1.00 FROM CU 33g�t BUILD .. I' ,,iNER TPE �., ,.•P IT1 5 ,...[,,MTHIS .< FOR A -ENG IS j n"^ONSIBI HE - F �`riza. n Q# ^:.. .,w,N�� sING L4.0" JR ISL , Z07 (E0097-LOT 34 PP / BESTCON LOT 34 PARADISE PRESERVE F 5 2 PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 See DWG CNSY42PL1103 for connection details of 2 ply trusses. N=6 See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. SPECIAL LOADS (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TC From 100 PLF at 0.13 to 100 PLF at 18.50 CHORD SPACING(IN OC) START(FT) END(FT) BC From 10 PLF at 0.00 to 10 PLF at 18.63 BC 120 0.23 18.40 TC 942 LB Conc. Load at 13.04 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 19.5" j� 9-1-8 7-10-8 =j 15" yPI 1.5X4(R) 5X5= 1.5X4(R) = 4X4= 4X4= 4X4= 2X5111 4X4= 4X4= 5X5= 5X5= T 1 0 8 1-4-0 1-6-8 3X5= 3X3= 3X3= 3X3= 1.5X41113X5= 3X6= + 2X4111 3X3= 2X4111 r R=1290 W=2.75" L _1 R=1677 W=2.75" 18-7-8 Over 2 Sup RUr cgT ��� PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7 �� 20 F��`EY: FL 3 R Scale `WARNING"CST TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. N DEFER IONO1 00 OR..1SUTIEBUILDING MAQ ISONONNNT53I19)SAF YA NDFW TCAT(WOOD TRUSSSCOUNCILTUf AMERICAII (TRUSS VL63O0INSET ENTER P RISES " �� Z ; TC LL 40.0 PSF REF R151-- 15697 M"" AD 7SON, WI 53]19) EOR SAFETY PRACTICES PRIOR TO PERFORMING THESE fONCT]ON S. UNLESS OTHERWISE IN ICAT * T C D L 10.0 P S F DATE 03/02/05 TOP CHORD SHAtL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH RIGID CEILING. —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED STA!OF BC DL 5.0 PSF DRW HCUSR151 05061166 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE "� ALPINE ROSS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING 8 BRACING OF TRUSSES. O "�� B C L L 0.0 P S F HC-ENG M N M/ADR DESIGN CONFORMS WITH AP PE(CABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFNPA) AND TPI. Ai PINF �40Ft11 •- CONNECTOR PLATES ARE MADE OF 2O/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W, K/H,S) GALV. STEEL. APPLY •N........ �� ♦ T 0 T.L D. 55.0 PSF S E Q N 24822 PLATES TO EAGH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-2. s • "N ANY INSPECTION OF PLATES FOLLOWED BY SHALE BE PER ANNEX A3 OF TPI - 0 (' s pine Engineered Products, nC. (S 1 20 2 SEC.3.3. A SEAL ON THIS1?50 /DN,A1- OUR FAC. 1.00 FROM CU �" 31i1e I DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT BUIL ,_;GNER TP „, -'I P�TYAtm-..r.;y�:c THIS J' "i"I FOR l� G4`OINO IS T }M�`o0 N51.It ^'A THE I'SFLS e'fi [e of Au ovation 67 !E iib 4>,_ Ys, ,INA �4 0 _ J R , 1 S L( Z 0 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO097-LOT 34 PP / BESTCON - LOT 34 PARADISE PRESERVE F 6) Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.10 13.65 HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. Truss must be installed as shown with top chord up. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 1 5-4-8 9.75"� T 6-9-0- 15" 9 0 15 3X5= 1.5X4(R) = 3X3= 3X3= 1.5X4 III 3X3= 3X3= 3X6=- 7_ X6=7 1T To 1 0-8 +10-1 3X5= 3X3= 1.5X4111 3X3= 3X3= 3X5= 2X4111 2 X 4 III LE 13-9-4 Over 2 Supports R=744 W=2.75" R=759 TYP. Wave TPI Design Crit: TPI-1995 STD 7. X120 �F�iTY: FL/-/3/-/-/R/- PLTScale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. ND• X32 T C L L 4 0.0 P S F R E F 8 1 5 1 15698 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 58 D'ONOFRI0 OR., SUITE 200, MADISON, WI 53719) AND WT CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE L TO TOPMAD IC HORDWSNALL IHAVEFOR P0.0PERLY ATTACHED PRACTICES TURAL PPANELSIANDTHESE BOITOMFUNCTIONS. SH AILUNLESS NAVE AOTHERWISE PROP ICATE ER LYIAT TACH E j TC DL 10.0 P S F DATE 03/02/05 RIGID CEILING. **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED STA OF BC DL 5.0 PSF DRW HCUSR151 05061167 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIAT TON FROM THIS DESIGN; ANY FAILURE TO BUILD THE (� ALPINE TRUSS IN CONFORMANCE WE iOI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. O I� A� `/� BC LL 0.0 P S F HC M N M/A D R DESIGN CONFORMS WITH APPLICABLE PRDVI5IONS OF NDS (MAT1ONAL DESIGN SPEC, BY AFBPA) AND TPI AEPINE /� /��f ri[`O�• CONNECTOR PLATES ARE MADE OF 20/18/16 GA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H.S) GALV. STEEL. APPLY `s ••'•••••••�� T 0 T.LD. 5 5.0 P S F S E Q N 24828 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS I6 CA-I. NA►. I ine Engin-red Products, c. ANY INSPECTION OF PLATES FOLLOWED 9Y (i) SHALL BE PEP ANNE% A3 OF TP11-2002 SEC.3. A SEAL ON THIS V D U R.FAC. 1.0 0 FROM C D P 19 ' t�rive DRAWING INO ICAT ES AC CE PTANC[ OF PROFESSIONAL LN GI NEER INf.RF SPONSIB II IiY SOLELY FOR THE tR U55 COMPONENT �: _ OE 57 TH "PITY 4 `" 'F THIS "'T FOR y; "DING IS�- - PONSI8'r- ^'.FIRE Ma (�{. '-;ulalnCS .,,„s,:;.4;33844 s,Az.;,,,_ BUIL z., r.:.GNI P ..PI ] . „,.�, ®E.� ,�..A !f -'x '.<<.4a,: ez.:�. -d' `4`v INl]•°=`*"r:4.0' 'r R Y" 1$L 7 V FL e ifie of A orization# 567 J ZO THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO097-LOT 34 PP / BESTCON -- LOT 34 PARADISE PRESERVE F-7) Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L1240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.10 12.52 HANGER= SIMPSON'S THA422 BC 120 11.77 12.77 FILL ALL NAIL HOLES. BC 120 12.52 12.77 NOTE: Truss must be installed as shown with top chord up. SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 24.25" 548 560 15" Typ. 3X5= 1.5X4(R) = 3X3= 3X3= 3X3= 3X3= 3X5= T- 1 0-8 10 +10-1-2 3X5= 3X3= 1.5X4111 1.5X4111 3X5= 2X5111 2X4111 3X3= 3X3= 12-10-12 Over 2 Supports R=695 W=2.75" R=711 �sE RUT, . PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7 1. .20 �• Y. FL 3 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING N • 2 TC LL 40.0 P S F REF R 15 1 15699 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5 ,Y0 D'ONOFR IO DR., SUITE 200, MADISON, W] 53719) AND NTCA (WOOD TRUSS COUNCIL Of AMERICA, 6300 ENTERPRISE MADISON. WI 53719) FOR SAFETY PRACTICES PR TOR TO PERFORMING THESE FUNCTIONS. UNLESS OTH[RWISE [NDICA7 • :* T C D L 1 0.0 P S F DATE 03/02/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH RIGID CEILING. **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AI.P INE ENG[NEERE STA OF BC DL 5.0 PSF DRW HCUSR151 05061168 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE •i - ALPINE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING. MANDI.ING, SHIPPING, INSTALLING&BRACING OF TRUSSES. •. /�� ���•;`<cr� B C L L 0.0 P S F HC-ENG M N M/A D R DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. AL P TNI /� CO NNEC 70R PLACES ARE MAGE OF 20(10/I6GA (W,H/S/K) ASTM A657 GRADE 40/60 (W. P1/".1 GAL V. STE FL. APPLY �A ��� C� T 0 T L D 55.0 P S F S E 0 N 24810 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOC AT IT ON TH15 UFSI GN, POSI110N PER DRANINGS 160A-Z. (� V (pine Engineered Products, C. ANY INSPECTIVN OF PLATES FOLLOWED BY Ii) SHALL OE PER ANNEX A3 OF TPI; 2002 SEC.3. A SEAL ON THIS D U R.FAC. 1.00 F R 0 M C U I9SO IPv Pro DRAWING INDICATES ACC EPTANCE OF PROFESSION AI ENGINEERING RESPONS[OIL ITV SOLELY FOR THE TRUSS COMPONENT OE SIG TH ^'LITY A ^c THIS "i TOR *^ING IS a uc�opry SIBI ^� THE rI7o c ,Ii9108 a 33HA4 BUILD 3NER P� :P[ 15 F1, ettifi At)iorization ., �._,_ �- I N G mmt 4.D' .3. J R =1 S L( +� Z 0 7 . (E0097 LOT 34 PP / BESTCON LOT 34 PARADISE PRESERVE F 8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. - Top chord 4x2 SP #2 N SPECIAL LOADS Bot chord 4x2 SP #2 N ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) Webs 4x2 SP #3 TC From 100 PLF at 0.00 to 100 PLF at 5.38 BC From 10 PLF at 0.00 to 10 PLF at 5.38 Dropped top chord must be braced at 24" o.c. intervals. Top PLB- 711 LB Conc. Load at (1.85,11.26) chord dropped 0.00". PLB- 711 LB Conc. Load at (3.85,11.26) PLB- 711 LB Conc. Load at (5.23,11.26) IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 62 0.00 5.13 Truss must be installed as shown with top chord up. HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 16" Typ.i 5X5= 5X7= 4X4= 2X5111 5X7= T T 1-4 0 1-I4-0 4 0 2X4111 3X6= 3X5= 5X5= 2X411 I_ J 5-4-8 Over 2 Supports R=942 R=1781 E RUT 1FfC.�j PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7 1�3 20 y FL 3 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING. INSTALLING AND BRACING ' T C L L 4 0.0 P S F R E F R 1 5 1 15700 REFER TO IT 1 03 (BUILD IMG COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5 No.5 Z D'O NO FR IO E SUITE 200. MADISON. WI 53719) ANU WiCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE . • MADISON, WE 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNf,TIONS. UNLESS OTHERN[SF INDICAT : * T C D L 1 0.0 P S F DATE 03/02/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED 57R UCiURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH RIGID CEILING. **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER E STATE OF BC DL 5.0 PSF DRW HCUSR151 05061169 PRODUC 75, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD TH ••�. p ALPINE TRUSS IN 1'N1OORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. w � B C LL 0.0 P S F HC-ENG M N M/A D R OF 5ION CONE ORM5 WITH APPL TCABLE PR OVI57ON5 OF NDS (NATIONAL DESIGN SPF C., BY AIX, AND TPI. ALPINE ^��"•.I�LORit}P•� CONNECTOR PLATES ARE MADE OF 20/18/16 GA (W,H/5/K) AST A6S3 GRADE d0/60 (W, N/H,S) GAL V. STEEL. APPLY ` • �• C� T 0 T L D. 55.0 PSF S E Q N 24817 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-7. • Y IneEngineeredProducts, nc. ANY INSPECT111N Of PLACES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OI TPI;-2002 SEC.3. A SEAL ON THIS V O••A` DUR.FAC. 1.00 FROM CU 1950 1 tl jye ORA WING INDICATES AC CF PTANC1 OF PROFESSIONAL ENGINEERING RES NS IB II ITY SOLELY FOR THE TRUSS COMPONENT '.j BUILD ;i,' TH ""-CITY Ae '» THIS "F FOR / o-. ^CNG IS j-"` Y"ONS[B1p'' -C HE V s wines 33844 - ,MER P +E�,,, !!�^ ;_. ,i:. FL eras a u�ori tin d'' :_vILS v ,�.. .. _,, <,,. J-rr,� ING '"ate•-1.0' JR �"- '1SL j '=Z07 'I' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO097 LOT 34 PP / BESTCON -- LOT 34 PARADISE PRESERVE F-9) Top chord 4x2 SP #2 N SPECIAL LOADS Bot chord 4x2 SP #2 N ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.-1.00) Webs 4x2 SP #3 TC From 100 PLF at 0.00 to 100 PLF at 3.52 BC From 10 PLF at 0.00 to 10 PLF at 3.52 Dropped top chord must be braced at 24" o.c. intervals. Top PLB- 759 LB Conc. Load at (0.44,11.26) chord dropped 0.00". PLB- 759 LB Conc. Load at (2.44,11.26) IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) FND(FT) BC 42 -0.13 0.13 Truss must be installed as shown with top chord up. BC 42 -0.13 1.25 BC 42 0.13 1.96 BC 42 1.25 3.15 BC 42 1.96 3.40 BC 42 3.15 3.40 HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT l�pl. CATALOG FOR PROPER APPLICATIONS. 2X5111 5X5= 4X4= 5X5= TT 1 4 0 1-I4-0-4 0 10-I J- 2X5111 4X4= 2X5111 5X5= 3-6-4 Over 2 Supports R=1115 R=790 IN �sE.Rur� PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7 14 .20 tii,TY: FL 3 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. NQ* 52 T C L L 40.0 P S F R E F R 1 5 1 15701 REFER 70 BCST 1-03 (BUILDIN COMPONENT SAFETY INF OR MA T'ION), PUBLISHED BY TPI (TRUSS PLATE IN'ITTUTE. 5 D-ON 0FRI0 DR.. SUITE 200, MADISON, WI 53Z 10EI 9) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE MAGI 0 N'SHO R DW SHALL HAVE PR 0 PER LY ATTACHED STRUCTURAAL TO P PANELSING ANDTBOTTOMHESE I U CHORD SHS.ALL NL 'S HAVE A7 PROPHER WERLY!NDICAT ATTACH • * TC D L 10.0 PSF DATE 03/02/05 P.IG ID CFIIING. —IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPTNE ENGINEERED � STA OF .!� BC DL 5.0 PSF DRW HCUSR151 05061170 PROD DCIS, INC. SHALL NDT BE RESPONSIBLE FDR ANY DF VIAT ION FROM TN 1' UE SIGN: ANY FA II URE ID BUILD THE � .. P:' �� BC LL 0.0 PSF H C-E NG M N M/A D R ALPINE IRUSS IN CONFORMANCE WITH IPI: OR FABRICATING, HAHOLING, SHIPPING, INS,ALLINO&BRACING BE TNUSSES. /O�,Q•• DESIGN CONFORMS Wi,H APPLTC,ABLE PROVISIONS OF NOS (NATTONAI. DF Slf,N S P EC,'BY AF&PA) AND TOT. ALPINE �• ` CONNECTOR PIAIEs ARE MAGE OF 20/I1/I61A (W,H/S/K) ASTM A653 GRADE 40/60 W. K/H.S) GALV. STEEL. APPLY s(�,©� ...••Nw`� T 0 T LD. 5 5.0 P S F S E 0 N 24832 PLATES TO EACH (ACE OF TRUSS ANO. UNLESS OTHERWISE LOCATVB ON THIS OE SIGN, POSITION PER DRAWINGS 'GOA-Z. (� A`L 1pine Engineered Products, C, ANY INSOECT[ON OF PLATfs FOLLOWED BY (i) SHALL BE PER NE A3 OF TPII-2002 SEC.3. SEAL ON THIS D U R.FAC. 1.0 0 FROM C U 1950 Tom•Tlryye DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RF S PONSIBIL ITY SOLELY FOR THE TRUSS COMPONENT 7 1 DI S[G - THE '.-IIY A THIS " FOR A TNG IS "' IINSIBI "" 'HE Ma _ .—,wines C 33844 BUILD .,r .;3NER PE�t )[ 1 GE -, �. .s n.. ...,. I ... .... n ....,.. '...r.r_. I I NGS. - 4.O" e.a �H FL ifi t of Authorization# 6.a.. - s"�'/ �% ''+-' R '1 S L ;'i i" Z 0 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR, (E0097-LOT 34 PP / BESTCON -- LOT 34 PARADISE PRESERVE UT-1) Top chord 2x4 SP #2 N 120 mph wind, 20.61 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, Webs 2x4 SP #3 wind BC DL=5.0 psf. Calculated horizontal deflection is 0.24" due to live load and IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0.13" due to dead load. CHORD SPACING(IN OC) START(FT) END(FT) BC 65 0.17 17.25 Deflection meets L/360 live and L/240 total load. 4X4=- 3-X 5% X4=3X5% 3 X 5 6 ----1 6 6X6= 4-9-3 4 1.5X4111 1.5X4111 4 18-7-0 3X5 (Al) % 3X5 (AI) L<-2-0-0->J �--2-0-0->J 8-10-0 > 8-10-0 17-8-0 Over 2 Supports R=950 U-598 W=3.5" ,, =950 U-598 W=3.5" SSE RUr PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7 1. i20 T�•' TY. 1 FL 3 R - Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING A� •5 T C L L 20.0 P S F R E F R151-- 15702 REFER TO 'CSI 1.03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5 N D'ON OFRI0 DR.. SU RE 200, MA OISON, WI 53719) AND WiCA (WOOD TRU5S CUU NC IL OF AMERILE,CA, fi100 ENTERPRISE MOP ICHO RDW SHALL IIT 'AVEO PROPERLY AICAI 7 TAC HE DS STRUCIURALPPANOELSI AN BOTTOM BOTTOMU CHORDN SHALLN HAVE OA TPRO PERLYBIRWISI I AT T ACI{ T C D L 7 0 P S F DATE 03/02/05 RIGID CEILING. **IMPORTANT**FURNISTI A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE STATE OF BC DL 10.0 PSF DRW HCUSR151 05061171 PRODUCTS, ]NC. SHAL1. NOT BE RESPONSIBLE FOR ANY pEV IATION FROM TN IS OE SIGN; ANY FAILURE 10 BUILD THE ALPINE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING 6 BRACING OF TRUSSES. •• wK!{ AP •�� BC LL 10.0 P S F HC M N M/AD R DESIGN CONI ORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFhPA) AND TPI. ALPINE •••��01,+Q - CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/5/K) AS A653 GRADE 40/60 (W, K/H,S) GAL Y. STEEL. APPLYn • . • � TOT.L D. 47.0 P S F S E Q N- 39683 PLATES TO EACH FACE OF TRUSS AND, ON OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 1601-2. •r A N PE[T OIT OF PLATES FOLLOWED BY i SNALL BE PER AN NFX A3 OF TPI1-2002 SE C.J. A SEAL ON THIS 4 71pineE9goneeredProducts, ne. CIAWTNG INDICATES AC CfPfANf,E OF PROFESSIONAL ENGINEERINf PFSPONStBItiTY SOIfLV FOR fHf TRUSS COMPONENT �(-� DUR.FAC. 1.25 FROM CU 55 V. 44DSI� H� LA THIS T FOR rr` p � THE IY I N G&, anes 38ILGNR PITs"> udv FL Certificate of Authorization# J R 1 S L A,,,.- Z 0 7 ' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO097-LOT 34 PP / BESTCON -- LOT 34 PARADISE PRESERVE - UT 2) Top chord 2x4 SP #2 N 120 mph wind, 21.14 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL=5.0 psf. Calculated horizontal deflection is 0.25" due to live load and IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0.14" due to dead load. CHORD SPACING(IN OC) START(FT) END(FT) BC 55 0.29 17.38 Deflection meets L/360 live and L/240 total load. 4X4=- 3X5% X4=3X5% 3 X 5 6 F-- 6 6X6= 4-9-3 4 1.5X4111 1.5X4111 L- 4 18 7-0 3X5 (A1) % 3X5 (Al) 8-10-0 '1- 8-10-0 ,1 17-8-0 Over 2 Supports R=830 U=484 W=3.5" R=830 U=484 W=3.5" r� INrF. PLT TYP. Wave TPI Design Crit: TPI-1995 STD 7 11`8.20 A Y: FL 3 R - Scale —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. HO• •• T C L L 20.0 P S F R E F R 1 5 1 15703 REFER TO IT 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY "I (TRUSS PLATE INSTITUTE, 58 O'ONOFR IO DR., SUI iE 200, MADISON, WI 53]]9) AND WTCA (WUOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE L MADISON, W[ 53]L9) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICAT T C D L 70 P S F DATE 03/02/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL. PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE RIGID CEILING. —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � STATE OF :� BC DL 10.0 PSF DRW HCUSR151 05061172 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE EOR ANY DEVIATION FROM THIS DESIGN; ANY F8 AC IN tO BUILD THE O^��•. B C L L 1 0.0 P S F HC-ENG M N M/A D R ALPINE HUSS IN CONFORMANCE BE IPI: OR FABRfCA'IN G. HANDLrNG, SNIPPING. INSTALLING 8 BRACING OF TRUSSES. c DESIGN CONFORMS WITH APRI.[CABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TP1. ALPINE CONNECTOR PLATES ARE MATE SS 20/18/UNLE (W,H/5/N) I IM AED GRA OE NO/60 (W. K/H,S) GALV. D1111L.RAWIN APPLY ��.��` TOT.L D. 4 7.0 P S F S E Q N 39680 PLATES TO EACH TACT OF TRUSS AND, UNLESS OT"FRWISF LOCAT FO ON THIS DESIGN. POSITION PER DRAWINGS 160A Z. A L�•� 71pine Engineered Products, nC. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL B[ PER ANNEX A3 OF TILI-2OO2 SEC.J. A SEAL ON THIS D U R FAC. 1.2 5 FROM C U 19 0 ^- �jye DRAWING INDTfOATES ACCEPTANPE OF PROFESSIONAL ENGINEFRING RESPONSIBILITY SOI ELY FOR THE TRUSS COMPONENT M a r LV OESIC THF� -LILY A 111 I FOR -LNG IS ONSIBI THE ses„aines ,.,, „,33844 :,s BunD .=,,,..'r,NFR PC�.,ra�<--P1 1 s -::.r .,,_..>.: r.,.; :-:..s I,..,..:., .�,.�. � ':�.;.. .,x� :i{ I�G��., _C.�.� ., JR 15L ,�' _Z—Q7-�,;._.. ::'. FL rtifi to of Au orization#567 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO097-LOT 34 PP / BESTCON LOT 34 PARADISE PRESERVE UT 3) Top chord 2x4 SP #2 N 120 mph wind, 20.44 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL -3.5 psf, Webs 2x4 SP #3 wind BC DL-5.0 psf. SPECIAL LOADS Deflection meets L/360 live and L/240 total load. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.13 to 54 PLF at 2.34 Shim all supports to solid bearing. TC From 129 PLF at 2.34 to 129 PLF at 15.33 TC From 54 PLF at 15.33 to 54 PLF at 19.80 See DWGS A12030EC1103 & GBLLETIN1103 for more requirements. BC From 4 PLF at -2.13 to 4 PLF at -2.00 BC From 44 PLF at -2.00 to 44 PLF at -0.00 BC From 40 PLF at -0.00 to 40 PLF at 17.67 BC From 44 PLF at 17.67 to 44 PLF at 19.67 BC From 4 PLF at 19.67 to 4 PLF at 19.80 4X4-- 3 X 5 X4=3X5% X7= 3X5, 1.5X4111 1.5X4111 3X3% 3X3 6 F- 3X8% 6 3X8- 4 5-4 � 4 BALLOON FRAMED WALL 18 7 3X8% 4 L- 3X8 0-1-0 2-0-0 L<-2-0-0->J 1, _I 11 1-10 1-1-10 3-1-8 _i, 4-6-14 4-6-14 _I, 3-1-8 _L- 8-10-0 8-10-0 21-8-0 Over Continuous Support R=126 PLF U=72 PLF W=8-6-8 RU PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7 �d�1�9 20 T�•'TY: FL 3 R - Scale =.3125" Ft. "WARNING•TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. .i � T C L L 20.0 P S F R E F 8 1 5 1 15704 REFER TO BCS7 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B 1Y D'ON OFRE0 DR.. SUITE 200. MADISON, N[ 53]19) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE MADISON, WE 5371 9) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IHDICAT _ * TC D L 7.0 P S F DATE 03/02/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH RIGID[D CEILING. **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ST OF BC DL 10.0 PSF DRW HCUSR151 05061173 ALPINE PROD SHALL NOT BE RESPONSIBLE FUR ANY DEVIATION FROM IRIS DESIGN: ANY FAILURE TO BUILD THD:•••Ft IpP• � B C L L 1 0.0 P S F H C-ENG M N M/A D R TRUSS IN CONFORMANCE W[TH TP[: OR FABRICATING. HANUL IN G. SHIPPING, INSTALLING& BRACING OF TRUSSES'. DESION CONE OF MS WITH APPL ICAM E PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE • O� •� ` CONNECTOR PLATES ARE MADE OF 20718/161,1 (W,H/S/R) ASTM A653 GRADE 40/60 (W, N/H.S) GALV. S1EEt. APPLY �/��•/� • TOT.L.D. 47.0 P S F S E Q N 24789 PLATES TO EACH 'ACF OF TRUSS ANO, UNI.E SS OF HFPWI6F IOC AT ON THIS OESI GN, POSITION PER OR AWINGS 160A-]. ��� 71pine Engineered Products, nc. ANY INSPECTION OF PLATESFOLLOWEDBYIi) SHALL8EPERANNE' A3 OF 1111-2002SEC3. A SEAL ON THIS Y `, DUR.FAC. 1.25 FROM CU 19 0 n 1VC DRAWING INDICATES ACCEPTANCE OF By ENGINEERING RE S PO N G LB IF TTY SOLELY FOR THF TRUSS COMPONENT DESIG - TH --PITY A "` "' THIS '" "-'I FOR "^TNG Elt'-- "" "` THE Ma uw4a^uit'.31�BS� ,,:33844 BUILD ,NEP.P ,.�_..:`:PI T Sm,<., r. g;,, ,,, �, y < FL e�us� eninO an#sb� L., ING� L4.0'U JR 1SLX-,, -Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0097-LOT 34 PP / BESTCON -- LOT 34 PARADISE PRESERVE PB 1) Top chord 2x4 SP #2 N 120 mph wind, 21.52 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, Webs 2x4 SP #3 wind BC DL-2.0 psf. Refer to DWG PIGBACKBO204 for piggyback details. See DWGS A12030EC1103 & GBLLETIN1103 for more requirements. Deflection meets L/360 live and L/240 total load. Refer to DWG PIGBACKB204 for piggyback details. TOP CHORD OF SUPPORTING TRUSS UNDER PIGGYBACK TO BE BRACED @ 24- OC, UNLESS OTHERWISE SPECIFIED. 4X4= 1.5X4111 8 � 8 1.5X4111 5-9-1 2X4(Al) = 1.5X4111 1.5X4111 1.5X4111 2X4(Al 0 8 15 �I 8-0-15 0-8-15 � yE —may I, 8-0-15 ,I_ 8-0-15 I 17-7-12 Over 3 Supports R=64 PLF U=87 PLF W-16-1-14 R=-23 U=180 W=6.31" R=-23 U=180 W=6.31" PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7. i20 TE`• FL 3 R - Scale =.375" Ft. "WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICAtION, HANDLING, SHIPPING, INSTALLING AND BRACING. � T WE 20.0 P S F R E F R151-- 15705 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TEL (TRUSS PLATE INS IT HTE, SA O• D'ONOFR IO DR., SUITE 200. MADISON, WI 537197 AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE L MADISON, WE 53719) FOR SAFETY PftACTICFS PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE ' TC0 P S F DATE 0 3/0 2/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELSANp BOTTOMCHORD SHALL HAVE A PROPERLY AiiACHERIGID CEILING. '*IMPORTANT*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDSTATE OFB0 PSF DRW HCUSR151 05061174 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANYFAILURETO BUILD THE •1ALPINE TRUSS INCONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHTPPING, INSTALLING b BRACING OF TRUSSES. LB0 P S F H C-ENG M N M/A D R OESFGN CONFORMS NIiH APPLICABLE PROVISIONS OF q0S TNAiIDMAL DESIGN SPE f„ HY AfRPA) AND TPI. ALPINED •••••�C _CONNECTOR PLAIES ARE MADE OF 20/18/16GA IW.H/S/K) ASTM A653 GRADE 40/60 (W, K/H,S) GALV. STEEL. APPLY T0 P S F S E O N 4 1 1 6 5PLATES TO EACH FACE OF TRUSS AND UNLESS GET SF LO AT O THi C E ON IS DESIGN, POSITION PFR DR ANI NGS 160A Z. •..••.lne Engineered Products, nc. ANY INSPECTION Of PLATES FOLLOWEDBY (i) SHALL BE PER ANNEX A3 OF TP11 2002 SEC 3. A SEAL ON THIS ��/� D 5 P 1950 n Ve DRAWING INDICATES ACCF PT ANCE OF PROFF SSIONAL ENGINEERING RESPONSIBILITY SOLELY FON THE TRUSS COMPONE Ni FFF `a DESlO IHF LITY A - THIS I FOR LNG IS ON IBE FHE �.drJ.w. BU110u=,..„,N ER P FLw.x,c-,�L.PI I S �_,c..s ... x�:<..+ ,.�w�-t �,: wines th;r33844 r e.� FL Certificate of Authorization# 7 '•`"._ `°- ,J'i t#`,I N G A' "L`4 LJ R C'i`""'IS S L J j_Z O 7 (E0097-LOT 34 PP / BESTCON LOT 34 PARADISE PRESERVE PB-2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 21.52 ft mean hgt, ASCE 7 98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-3.5 psf, wind BC DL=2.0 psf. Deflection meets L/360 live and L/240 total load. Refer to DWG PIGBACKB204 for piggyback details. TOP CHORD OF SUPPORTING TRUSS UNDER PIGGYBACK TO BE BRACED @ 24" OC, UNLESS OTHERWISE SPECIFIED. 4X4=- 8 X4=8 � a 5-9-1 ri 2X4(Al) = 2X4(Al) 0-8-15 �I 0-8-15 t E B-0-15— B-0-15 -0-15 8-0-15 ,I, 8-0-15 I 17-7-12 Over 3 Supports R=61 PLF U=79 PLF W=16-1-14 R=7 U=180 W=6.31" R=7 U=180 W=6.31" RU T Note: All Plates Are 1.5X4 Except As Shown. �.. ... PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. � 1�9.20 ��?TY: FL 3 R - Scale **WARNING-" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. N�• TC LL 20.0 PSF R E F R 1 5 1 1570 6 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 58 D'ONO FR IO DR.. SOTTE 200. MADISON. WI'15 'I AND WT CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE L MADISON, Wi 53]19) FOR SAFELY PRACTICES PRIOR TO PERFORMING iNESE FUNCTIONS. VHE"S OTHERWISE INDICATE TC DL 7.0 P S F DATE 0 3/0 2/0 5 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE RIGID CEILING. STA BC DL 2.0 PSF DRW HCUSR151 05061175 '-IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERFD OF PRODUf TS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BE S[GN; ANY FAILDRE TO BUILD THE (� ALPINE TRUSS IN CONFORMANCE WITH TVI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING 8 BRACING OF TRUSSES. D�•N r A •�/� B C L L O.0 P S F H C-ENG M N M/A D R DESIGN CONFORMS WITH APPLICABLE PROVIS TONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. At PINE {/•��•//��`�� CONNECTOR PLATES ARE MADE OF 20/18/161,- (W,H/S/R) ASTM A6S3 GRADE 40[60 (W, K/H.T) GALV. STEEL. APPLY .`•w/ �� N T O T L D 29.0 P S F S E O N 41162 PLATES TO EACH FA CF OF TRUSS ANO, UNLESS OTHERWISE. LOCA I TO ON THIS BE SIGN, POSITION PER DRAWINGS I60A-7. YJ_ A VV4 71pine Engineered Products, nc. ANY INSPECTION OF PLATES FOILOWTO BV (i) SHALL BE PEP ANNEX A3 OF TP11-2002 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFFSSIONAL ENGINEERING RESPONSIBILITY SOLEIY FOR THF TRUSS COMPONENT D U R FAC. 1.2 5 1950 iICVIh1V0 OE5[G THE TTY A ^" IRIS ""^' FOR A "'^TNG IS ^""UNSIBI Ma ,,, fes■ —T „i„3tneBC )3$� e11.11Go NER PF ... .'I 1 S .�E. �R:-., '�; ,...,. e, ,� 'rN, ,� 15 '.J -i ificat o Au�oizati n b' C J I(CY t "1_Z (E0047 LOT 34 PP / BESTCON LOT 34 PARADISE PRESERVE J8 NO BEVEL) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. - Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #1 Dense located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC OL=5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 75 0.17 7.88 1556 R=184 U=300 8 F- 5-8-7 5-8-7 10-1 2 R=156 U=180 2X4(Al) L-- -2-0-0-->j 8-1 7-3-1 8-0-0 Over 3 Supports R=532 V214 W=3.5" ti�•�,�iti 1 . �,� PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. ��•1�@20 ��•�l'fY: FL 3 - R - Scale =.375" Ft. **WARNING** IRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. 0• Z T C L L 20.0 P S F R E F R151-- 15707 REFER TO SCSI I-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 58 D'9N0(R In OR.. SUITE 200. MADISON, WI 53]19) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE MADISON. WE 53719) FOR SAFETY PRACTICES PR TOR TO PERFORM[Nf THESE FUNCTIONS. UNLESS OTHERWISE INDICATE * T C D L 7.0 PSF DATE 03/02/05 TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CNOR0 SNAIL HAVE A PROPERLY ATTACHE li RIGID CEILING. "*IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED STA QF • BC DL 10.0 PSF DRW HCUSR151 05061176 ALPINE PRODUCTS. INC. SHALT HOT BE RESPUNSIBLE F R ANY DEVIATION FROM THIS DESIGN; ANY iAILURE TO BUILD THE O�•••• •L� g C L L 1 0.0 P S F H C E N G M N M/A D R FRUSS IN CONFORMANCE WITH IPI: UR LABR IC ATING' HANot IN6, SNIPPINC' INSTALLING d BRACING OF TRUSSES. •. �•• ♦•`y DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/I6GA 1%fl/S/N) ASTM A653 GRADE 00/611 (W, K/Mill GA1V. STEEL. APPLY �I��• O\� f'/N� TOT.L D. 47.0 P S F S E 0 N 41083 t� PIATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATE"ON IRIS DESIGN, POSITION PER DRAWINGS 160A-I. �Ipine Sn 1neeCed Products, C. ANY INSPECTION OF PLATES FOLLOWED HY (I) SHALL 8E PER ANNEX Al Of TP 11-2002SEC3. A SF AL ON TH15A MV`_ /` FA,�A /`g DRAWING IHOTCATES ACCEPTANCE OF PROfFSSTONAL ENGINEFRING RE5PONSIBTIITY SOLELY FOR THE TRUSS COMPONENT M a D D R.FAC. 1.25 F R 01.1 C U 1,950 XIe'ThIVC LIIY A THIS " 1"T IDR A ING IS ONSIB] ;iA•dICS eU ILDILC;...., TNTRIPE —,, 1 S ..a...-.z ..u., Rb. ,� �.. .. s..... V.,,,<,..�. ..Js:xci ,. e to . 27"" r;:�ING Y.;3.0" JR jSLO , -Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO097 LOT 34 PP / BESTCON — LOT 34 PARADISE PRESERVE - J8A NO BEVEL) Top chord 2x4 SP #1 Dense ** Negative reaction(s) of -595# MAX. (See below) from a non-wind Bot chord 2x4 SP #2 N load case requires uplift connection. Webs 2x4 SP ##3 120 mph wind, 12.41 ft mean hgt, ASCE 7-98, CLOSED bldg, not SPECIAL LOADS located within 4.50 ft from roof edge, CAT II, EXP C, wind TC ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) DL-3.5 psf, wind BC DL=5.0 psf. TC From 54 PLF at -2.16 to 54 PLF at 8.00 BC From 4 PLF at -2.16 to 4 PLF at 0.00 Deflection meets L/360 live and L/240 total load. BC From 40 PLF at 0.00 to 40 PLF at 8.00 TC +248 LB Conc. Load at -2.00 PROVIDE (2) 0.131"X3" TOE-NAILS AT TOP CHORD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 38 0.33 8.33 ** }15-5-6 HANGER= SIMPSON'S SUR/L26 OR EQUIVALENT R=96 U=180 FILL ALL NAIL HOLES. 3X5% NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 8 CATALOG FOR PROPER APPLICATIONS. 5-8 7 5-8-7 + CONCENTRATED LOAD SHOWN IS FROM FASCIA BEAM DESIGNED AND FURNISHED BY OTHERS. PROVIDE CONNECTION FOR LOAD SHOWN. 10-1-2 2X4(Al) 3X6�� 2X4111 R=1620 U=883 W=5.5" L<---2-0-0 �"E 3-8-8—� —8-0-0 Over 3 Supports –� E RUT PLT TYP. Wave TPI Design Crit. TPI-1995(STD) 7. 09 �ti FL 3 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. ��. � T C L L 20.0 P S F R E F R151-- 15708 REFER TO SCSI 103 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTTTUTE, 58. D'ONOFRIO DR.. SUITE 200, MADISON, W1 53119) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 INTER PRISE L MOPAD!CHOR DWE 537 SHALL I H AVE O PROPERLY ATTACHEDS STRuCRTURALP P ANTISIA DT BOTTOM CHORD"SHALL"LESSHAVE ATUERWISE PROPERLY!ATTACHE *CATE TC DL 7.0 P S F DATE 03/02/05 RIGID CEILING. i **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AI PINE ENGINLF REO STA OF BC DL 10.0 PSF DRW OCUSR151 05061177 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BU 1L0 THE •�. ALPINE RUSG IN CONFORMANCE WITH IPI; IT FABRICATING, HA TING. SHIPPING. INSTALLING 6 ORACENG OF IL THE O �• B C L L 1 0.0 P S F H C-ENG M N M/A D R DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE (� [ CpNNI CTOR PLATFS ARE MADE OF 20/10/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H,S) GALV. STEEL. APPLY •��\\ •. .� T O T.L D. 47.0 P S F S EON- 6 V 5 rip R E V PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PFR DRAWINGS I60A-Z. .J U J L O YlpineEngineered Products, ne. ANY INSPEf.TION Oi PLATES FOLEOWED BV (i) SHALL BE PER ANNEX A3 OF TPII-2002 SEC .3. A SEAL ON THIS ` D U R.FAC. 1.2 5 FROM C U 19 0 ilry r)T1Ve DRAWING INDICATES ACCEPTAN('E OF PROFESSIONAL ENf lNEF RING RF SPON5IN IL IIY SULELV FDR THE TRUSS COMPONENT ♦♦♦ OE SIG ^' THC ^'L TY A "` THIS ""^""T FOR A ^ING IS [Bit. ^' THE M a L..e„"".ewdlne8 ..FE.:;B3 i{Q�t `:... BUIID -,A NIR PE�, "kuPt I S _ .....za ... �.» .. - _ r,,.. QN _ - „�7z FLCertificate IAuthoriza'on� ." "' a .;ING Et4. JKC"I `ISL j _LL / I"' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0097-LOT 34 PP / BESTCON LOT 34 PARADISE PRESERVE CJ7 BEVEL 3L 3R) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 75 0.17 6.88 R=159 U=25914 9 6 8 F- 5-0-7 5-0-7 R=132 U=180 10-1-2 2X4(Al) �-2-0-0--j i-7-0-0 Over 3 Supports R=488 U=208 W-3.511 SSERU •... PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7 �•1SN2 2 Q' Y: FAL 3 R - Scale —WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. 11 I. T C L L 20.0 P S F R E F R151-- 15709 REFER TO SCSI ]-03 (BU ILOING COMPONENT SAFETY INFORMATION). PUBLISHED BY iP7 (TRUSS PLATE [NSi7iUTE, 58 D'ONOFRIO DR.. SUITE 200. MADISON, WI 537 19) AND NTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTIS,ERPRISE L IT TOPICH0 R0 SHALLI HAVE O PROPERLY ATTACHEDS STRUCTURAL'PANOEL SI ANDT BOTTOMUCHORDN SHALL N HAVE AT PROPERLYI ATTACHE ICATE T C D L 7 0 P S F DATE 03/02/05 RIGID CEILING. STATE OF @ BC DL 10.0 PSF DRW HCUSR151 05061178 *'IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •1 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OE SIGN; ANY FAILURE TO BUILD THE O•.••• /� A ••j,/� B C L L 1 0.0 P S F HC-ENG M N M A D R ALPINE TRUSS IN CONFORMANCE WITH IPI: Oft FABRICATING, HANDLING, SHIPPING, INSTALLING 8 80.ACING OF TP.USSES. • / DESIGN CONFORMS WI III APPLICABLE PROVISIONS OF NDS (NATION At. DESIGN SPE f., BY AFSPAJ AND TPC. ALPINE (` CONN EL T OR PLATES ARF MAGE OF 20{18716 GA (W,HIS/R) ASTM ONAT GRADE 40/60 (W, 17H,11GALV. STEEL. APPLY Ss�©`•r•��.1� T 0 T L D. 47.0 P S F S E f1N 41091 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. v ZIneEngineeredPrducts,onc. ANYINSPECTIONI)FPLATESFOLLOWEDBY (i) SHALL A SEAL ON 11115 DUR.FAC. 1.25 FROM CU DRAWING TNDICATFS ACC E Pi AN CF OF PROFESSIONAL ENf,INECRING RESPONSIBILITY SOLELY FOR THE TRHSS COMPONENT 1950 M lev Drive DE SIG H« �F THIS r FDR A ING Is u oxsiBl TO Mar ameB :33844 BHaD ;- _�ir;NEftTPF .P'_P�'I s , �._.�. ..�w�:> .,.R,isP w,�,f �w�: _.,,... .,��. .� ._-..sING ',. L�1.011 ='= - JR - _1SLO ;P= Z07 eifific t tu3iori�ationb`i" '+ — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO097 LOT 34 PP / BESTCON - LOT 34 PARADISE PRESERVE - CJ7A DBL BEVEL) Top chord 2x4 SP #2 N 120 mph wind, 12.08 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL=5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/180 live and L/120 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.44 7.33 PROVIDE (3) 0.131"X3" TOE-NAILS AT TOP CHORD. PROVIDE (3) 0.131"X3" TOE-NAILS AT BOTTOM CHORD. ** FASCIA BEAM DESIGNED AND FURNISHED BY OTHERS. PROVIDE CONNECTION FOR REACTIONS SHOWN. R=46 U=180 14-9-6 3X5-i 8 ��< 5-0-7 5-0-7 10-1-2 3X5o� R=-248 U=180 2X4=- 1.5X4111 +8-9-6 **R=111 U=180 -2-0-0� 9-0-0 Over 4 Supports R=950 U=845 W=5.5" R cry ���,•• 4 q'j",G PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7 2: .09 Y: FL 3 - R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. .�. 't T C L L 20.0 P S F R E F 8 1 5 1 15710 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE iNST Ii UTE, 5 WE" D'00 RE DR.. SUITE 200, MADISON, WE 53]19PRE) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE MO PI C HO R DW SHALL I HAVE OPROPERLYIII ATTACHEDS STRUCTURALP PANELSI ANDT BOTT"ESEOM CHORD SHALLN NAVE AT PROPERLY ATTACH * T C D L 7.0 P S F DATE 03/02/05 RIGID CEILING. **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED STATE OF .? BC DL 10.0 PSF DRW HCUSR151 05061182 ALPINE PRODUCTS. INC. SHALL NOT DE RESPONSIBLE FOR ANY DEVIATION FROM TRIS DESIGN: ANY FAILURE TO BUILD THE O t4 B C L L 1 0.0 P S F H C-ENG M N M/A D R iR USS IN CONFORMANCE WITH iPl; OR fABR ICAIING, HANDL INf,, SHIPPING. INSTALL ING 8 BRACING OF TRUSSES. R�pP,,�;,� DE S[GN CONFORMS WI APPLICABLE PROVISIONS pF No (NAiIONAI DESIGN SPEC. BY Af BPA) AND TP1. ALPINE //�''w•�- CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/5/K) ASTM A653 GRADE 40/60 (W, K/H,S) GALV. STEEL. APPLY `.,• .. •���� TOT ED. 47.0 P S F S E 0 N 12325 R E V PIATES TO EACH FACE OF TRUSS AND. UNLESS OTNFRWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS I6OA-Z. pine Engineered Products, ne. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEI A3 OF 'PIT -2002 SEC.3. A SEAL ON IDIS D U R.FAC. 1.25 F ROM C U 1930 Marley Drive DRAWING INDICATES ACCEPTANCF OF PROFESSIONAL FNGIN EI ING RE SPO NSIBIIITY SOLELY FOR THE TRUSS COMPONENT 950dn-C e SII I LGON SHOWN NCR THE SOI TAB II ITT SED USE OF THIS CO PONENT FOR ANY BUILDING IS THE RE SPONSI B IL TY OF THE Ma - ;se1I fw^r`I _ .z: 1NG 0" JR !SL O 3""T`L07 - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0097-LOT 34 PP / BESTCON LOT 34 PARADISE PRESERVE CJ7B DBL BEVEL) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.00 7.00 R=108 U=180 }14 6 8 F- 5-0-7 5-0-7 3X50 10-1-2 2X4(Al) 3X3� R=-3 U=180 1.5X4111 L--EE-2-0-0 -1--2-0-0--� �7-0-0 Over 3 Supports R=674 U=255 W=3.5" k. . �e► q j►a0 PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7. I�5+.2 Y: FL 3 R - Scale **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. � T C L L 20.0 P S F R E F R151-- 15711 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B D'ONOf RIO OR., SUITE 200. MADISON. WI 537 19) AND NTCA (WOOU TRUSS LOUNCII Of AMERICA, 6300 ENTERPRISE L — MOP I CHOR D WSHALL I HAVE O PROPERLY ATTACHED R S ET SSTRUCTURAL PRIOR TOP PANERFOLS[NG ANDHESE BOTTOM UCHORD ION N HAVE ATITER S PROPERLY I ATTACHE TC DL 7.0 P S F DATE 03/02/05 RIGID CEILING. • �+ **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED STATE OF •/— BC DL 10.0 PSF DRW HCUSR151 05061180 ALPINE PRODUCTS, [NC. SHALL NOT BE Ell PUNSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE O •v� B C LL 10.0 P S F HC-ENG M N M/A D R TRUSS [N CONFORMANCE WITH TPI: OR FABR[CANING. HANDLING. SHIPPING. INSTALLING 8 BRACING OF iR USSES. �LOR�^� - pE 51 GN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OE SIGN SPEC. BY AFBPA) AND IPI. ALPINE �/��•♦• u_` PL ATESCONNECT TO EACH TIC E E 0 F7 RU MADE S S AN0. U NEE SSF 20/18/16GA WOTHE R WIS F STM LOCATED ON53 ATHISpDESIGN. POSITION APER DRAWINGS 16 DAAPPLY 7. SV ••~•••�1� TOT.L D. 47.0 P S F S E 0 N 41138 71pine En ineered Products, nc. ANYINSPECTION OF PLATES FOLLOWED BY (I) SHALLBE PERANNE% A3OF TPI1-2002SEC.3. A SEAL ON THIS VYDUR.FAC. 1.25 FR0M CU 19 0 DRAWING INDICATES ACCE PT 4HCF Of PROFESSIONAL ENGINEERING RESPONSI9ILITY IIIFIY FOR THE fR USS COMPONENT lev Drive UESIG ^'" THE "^ LITY A �` n` THIS "'T FOR nING IS ONSIBI ` THE Ma , H� R<<P �" ,,,dines },33844 - BUILD r.,,.,NER PE Pf 1 S �;L:.. 1- .:' G�;... fi c o �D ao i- �.. .�,.. IN ��I.0' �..r, JRt�., ,ISL .r-:�s� Z07 - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO097 LOT 34 PP / BESTCON LOT 34 PARADISE PRESERVE CJS BEVEL 3L 3R) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 57 0.17 4.88 R=99 U-180 13-5-6 8 3-8-7 3-8-7 10 1-2 R=87 U=180 2X4(Al) L<--2-0-0� �-5-0-0 Over 3 Supports R=404 U=202 W=3.5" RU PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. 1 .20 1h Y: FL 3 R - Scale **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. N�� 52 ' TC L L 20.0 P S F REF R151-- 15712 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 58 V D'ON OF RIO DR.. SUITE 200. MADISON, WI 53719) AND W1 CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENWISTERPRISE L R TO TOPICHOROW SHALL HAVE PROPER LY ATR PRTACHED STRUCCTURAL P PANEELSING AND BOTTOMIT ESE UCHORDN SHALL N HAVE AT HER PROPERIL ADCA TTACHE T C D L 7.0 PSF DATE 03/02/05 RIGID CEILING. **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED STAT OF ;Q BC DL 10.0 PSF DRW HCUSR151 05061181 PRODUCTS. INC. SHALL NOT BE RESPONSIRLE FOR ANY DE VIA TION FROM THIS DESIGN: ANY FAILURE TO BUILD THE O:,••• � B C L L 1 0.0 P S F H C-ENG M N M/A D R ALPINE TRUSS IN CONFORMANCE WITH IPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING 8 BRACING OF TRUSSES. F�OR �;� DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFBPAI ANO TPI. ALPINE I CONNECTOR PLATES ARE MA DF OF 20/18/i6GA (W,H/S/K) ASTM A653 GRADE 40/60 (W, K/H,S) GAIV. STEEL: APPLY 'rSja NAl � TOT A D. 47.0 P S F S E Q N 41095 PLATES TO EACH FACE OF TRUSS ANO. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160 A-Z. 1 Ine En ineered Products, C. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNE A3 OF TPII-2002 SEC.3. A SEAL ON IHIS D U R.FAC. 1.25 FROM CU t' S DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL SSiONAL ENGTNFER LNG RE SPONS181L ITY SOLELY FOR THE TRUSS COMPONENT 1950 TICV Drive D€SIG 1P THE ^`L ITY A �" ^� IHIS "'T TO A ° *�^ING II SHF o.<PONSIBI ° ^' THE Ma .: 31I1e3 4'a.a;33844 RL,L' U[LD ..... .i.,HER PE ,. P[ 1 S .✓: tt., •< v eitfieat o ori u n i �4.0" OR 1�SL Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR, J0097 LOT 34 PP / BESTCON LOT 34 PARADISE PRESERVE CJSA DBL BEVEL) Top chord 2x4 SP #2 N 120 mph wind, 11.41 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x6 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC OL=5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ** FASCIA BEAM DESIGNED AND FURNISHED BY OTHERS. PROVIDE CHORD SPACING(IN OC) START(FT) END(FT) CONNECTION FOR REACTIONS SHOWN. BC 57 0.56 5.33 PROVIDE (2) 0.131"X3" TOE-NAILS AT TOP CHORD. R=-172 U=180 4=_ 13 5-6 3-8 7 3-8-7 10-1-2 2XX4 N1 r 3X5= 1.5X4111 --0896 **R=233 U=180 T L<--2-0-0—>j --7-0-0 Over 3 Supports --> R=610 U=518 W=5.5" E RUr SIN' PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. S2T.09 •1Y: FL 3 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING, NO T C L L 20.0 P S F R E F R151-- 15713 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 58 D'ONO Fft IO OR., SUITE 200. MADISON. WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE L MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE T C D L 7.0 P S F DATE 03/02/05 IOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL BAY A PROPERLY ATTACHE RIGID CEILING. i STA OF ;Q BC DL 10.0 PSF DRW HCUSR151 05061183 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �• PNo DUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE I. BUIL. THE ALPINEAi.eered TRUSS IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. •••�••A/O���P B C L L 1 0.0 P S F HC-ENG M N M/A D R DESIGN CONFORMS WITH APPLICABLE ICABtE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFgpA) AND TPI. ALPINE (� CONNECTOR PLATES ARE MADE OF 20/IB/1EGA (W,H/S/K) ASTM A65J GRADE 40/60 (W, K/H,S) GALV. STEEL.. APPLY s's�0 IIIA1- � TOT L D. 47.0 PSF S E Q N 66525 R E V PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 16OA-Z. ucts, nc. ANY INSPECTION OF PLA IES FOLLOHED BY (I) SHALL BE PEP ANNEX A3 OF T"I-2002 SEC.3. A SEAL ON 1H15DUR.FAC. 1.25 FROM CU 3DR ANING INDICATES ACCEPTANCE OF PROFE 55[DNAL ENGINEER ING RE SPO NSIB II ITY SOLELY FOR THE TRUSS COMPONENT ]9 D I)PVI�fiVe DESI THE TAM_ A rc' nF THIS xr T FOR HING IS HF REIPONSTBI Mar u 44 BUIL ., ....,cxFR Pf :PI T s .,.F .-.,..m TH F era to n o ir,n t _ , : IN6 a...4.0' JR .• jSL( Z 0 7 t-. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO097-LOT 34 PP / BESTCON LOT 34 PARADISE PRESERVE CJ5B DBL BEVEL) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL=5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 60 0.00 5.00 R=59 U=180 13-5-6 3X5! s (- 3-8-7 3-8-7 10-1-2 2X4(Al) 3 X 5 o R=-136 U=180 1.5X4111 Ll---2-0-0—>'<—2-0-0--3;lj �5-0-0 Over 3 Supports R=667 U=304 W=3.5" SSE. RUr ��,•� t1FFcgT � PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7. 1 !20 ih Y: FL 3 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. �0. 52 ' T C L L 20.0 P S F R E F 8 1 5 1 15714 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFQR NATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53]19) AND WTCA (W000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE L MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE [NOICATE TC DL 7.0 P S F DATE 03/02/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANU BOTTOM CHORD SHALL HAVE A PROPERLY AT IACHE RIGID CEILING. STAT O� BC OL 10.0 PSF DRW HCUSR151 05061184 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INST ALL AT[ON CONTRACTOR. ALPINE ENGINEERED p ALPINE PRODUCTS. INC. SMALL NOT OE RESPONSIBLE FOR ANY DEVIATION FROM HIS UESIGN: ANY FAILURE TO BUILD THE D •� U C L L 1 0.0 P S F H C-ENG M N M/A D R TRUSS IN CONFORMANCE WI IH TPI; OR FABRICATING, HANDLING. SHIPP[N G, INSTALLING 8 BRACING OO TRUSSES. ' MID DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TEL ALPINE I�•� CONNECTOR PLATES ARE MAGE Of 20/18/76GA (W,H/SJK) ASTM A551 GRADE 40/60 (W, KJH,SJ GAL V. STEEL. APPLY .�• , •�y\� TOT.L D. 4 7.0 P S F S E 0 N 41134 PLATES TO EACH FACE OF TRUSS AND, UNLESS OT ITT 0 E LOC ATEO ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. S a NAl E4`�_1 /` ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNE% A3 OF TPI1-2002 SE C.3. A SEAL ON INIS D U R.FAC. 1.2 5 FROM C D 71pine Engineered Products, nC. ORA !NG INDICATES ACC ANC OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TR COMPONENT 1950 iP�ikive DES THE LITY q " THIS " ""'T FOR A ING Is '� ^«�ons18l ^° THE Ma - Er»„"aines BUILD .. NER •-:PI ^.. ..,.i=' 0 :<: JR s 'I _Z .,. -... F ertifi Author ' n $ '` : I N G THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0097 LOT 34 PP / BESTCON LOT 34 PARADISE PRESERVE - CJ3 BEVEL 3L 3R) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 33 0.17 2.88 12-1-6 R=25 U=180T T 8 2-4 7 2-4-7 R=41 U=180 10-1-2 2X4(A1) X2-0-0-� 3-0-0 Over 3 Supports R=336 U=214 W=3.5" /.ive ' R-4' IFlcq.,.,PLT TYP. Wave TPI Desi n Crit: TPI-1995 STD 7 20 E`'• Y. FL 3 R Scale **WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. ��• I� • T C L L 20.0 P S F R E F R151-- 15715 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5 D.0 NOFRIO OR.. SUITE 200, MADISON. WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICAT -�' TC D L 7.0 P S F DATE 03/02/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH RIGID CEILING. i STATE O BC DL 10.0 PSF DRW HCUSR151 05061185 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEFRE :i�� ALPINE PRODOCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANV DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE B C L L 1 0.0 P S F HC-ENG M N M/AD R TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HA NULING. SHIPPING. INS TALL.I NG 8 BRACING OF TRUSSES. //�� [��/ DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NAI TONAL DFSIGN SPEC. BY AF A) AND TPI. ALPINE ���" ��� CONNECTOR PLATES APE MAD OF 20/18(16GA (W,H/S(K) ASTM A653 GRADE 40760 (W. K/H,S) GAL V. STEEL. APPLY �••.•�..�.���`�` T 0 T L D 47.0 P S F S E 0 N 41098 PLATES 10 EACH DACE OF TRUSS AND, ON I.ESS OTHERWISE LOCA LED ON THIS DESIGN, POSITION PER DRAW INGS 160A-Z. SJ Lyr 11110 En imered Products, nc. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS D U R FAC. 1.25 F R 0 M C U P g DRAWING INDI C'ATFS ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 1950 rlev Drive VE SIG "" THE ^'�.TTY AN "' THIS ^""'T FOR At-'-^LNG [5 °� ONS/BI `HE - .aineBC I3$� PHILD .4_s,NER PE —a ll 1 SE r-.,. ,. . --.Y �_... ... ....r -. .,. a">ING _ �':�.0" JR X15 �✓1 ' �'fi t u"iri rization i'` -� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO097-LOT 34 PP / BESTCON LOT 34 PARADISE PRESERVE CJ3A BEVEL 1L 1R) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 35 0.11 3.00 ** FASCIA BEAM DESIGNED AND FURNISHED BY OTHERS. PROVIDE CONNECTION FOR REACTIONS SHOWN. ih 12-1-6 R=183 U-223T T 8 � 2-4-7 2-4-7 R=58 U=180 r 10-1-2 2X4(A1) +8-9-6 **R-242 U-180 TT L<-2-0-0--->j �_5-0-0 Over 3 Supports SSE-RUTS PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7 11;`6.20 Y. (F`L 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING A}O• Z T C L L 2 0.0 P S F R E F R 1 5 1 1 5 7 1 6 RF.F FR TO SCSI I-03 (e UILDING COMPONENT SAFETY INFORMA770N), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5 l� U'ONOF RIO DR., SUITE 200, MADISON, WI 53719) ANO WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE i MABE ON, W1 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICAT : •* T C D L 7.0 P S F DATE 0 3/0 2/0 5 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH RIGID CEILING. **IMPORTANT**FURNISH A COPY OF THIS DESIGN i0 THE INSTALLATION CONTRACTOR. At.P INF ENGTNEERED STA OF ! B/C` DL 10.0 PSF DRW HCUSR151 05061186 A L P I N E PRODUCTS. INC. SDAL L NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD IHE •� B C L L 1 0.0 P S F H C-ENG M N M/A D R TRUSS IN CONFORMANCE KITH FPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING 8 BRACING Of TRUSSES. �• O••• P DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE .•• �•• T 0 T.L D. 4 7.0 P S F S E O N 4 1 1 2 5 CONNECTOR PLATES ARE MAGE OF 20/I Bf t6GA (W.H/S/K) ASTM A653 GRADE 40/60 (W, K/H.S) GALV. STEEL. APPLY Vl� • .•••�� PLA IES TO EACH FACE OF TRDSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. s O NA1- 7pine Engineered Products, c. ANY, NY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNE% A3 OF IPI1 2002 SEC 3. A SEAL ON TN[5 ((�� YY D U R.FAC. 1.2 5 FROM C U P DRAWING INDICATES ACCE PTANF.F OF PROFF SSION AL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 1950 M ICV DriVC DESIG THE ITY AN c` ^` THIS •`°T FOR At""""'^ING IS F ONSIBi T" ^` THE M a c r, r� �c° .i1nCBC {3$44 BUILD NIR PF --'I L St -, .1. - ,,.. _- ._ �.: �,�,, ��. �.� ING a 1.0° JR SL ,.,1 ,ZO7 l,er�tfi eo ,C¢ on tion b „�' `� '���� 1 — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0097-LOT 34 PP / BESTCON -- LOT 34 PARADISE PRESERVE CJ1 BEVEL 3L 3R) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: PROVIDE (2) 0.131"X3" TOE NAILS AT TOP CHORD. CHORD SPACING(IN OC) START(FT) END(FT) PROVIDE (2) 0.131"X3" TOE NAILS AT BOTTOM CHORD. BC 9 0.17 0.88 R--183 U-241 B 10-9-6 1-0-7 1-0-7 10-1-2 2X4(A1) = R=-16 U=180 Ll---2-0-0� 1-0-0 Over 3 Supports 7--7 R=414 U=405 W=3.5" ` G R�•�.� PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7. � 1�9.20 �Q Y: FL - 3 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING, INSTALLING AND BRACING. w1 O• 2 TC LL 20.0 P S F R E F R 15 1 15717 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 50 ,Y U'ON 0FRE0 DR.. SUITE 200. MADISON, WI 53719) AND HILA (WOOU TRUSS COUNCIL OF AMEITS SRICA, 6300 ENTERPRISE L MOPAD I SHO RDW SH ALL IHAVEO PROPERLY ARTACHEDSSTRUCI.TURALPPANELSIANDTOOTTOMUC HO RDWSHALLWHAVE ATPROPERLYERW ISE IgTTAC HE • T C D L 7.0 P S F DATE 03/02/05 RIGID CEILING. **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED STAT OF BC DL 10.0 PSF DRW HCUSR151 05061187 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE 4� ALPINE TRUSS IN CONFORMANCE WI IH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. D- ��O��Q�� B C L L 1 0.0 P S F HC-ENG M N M/A D R DESIGN CONFORMS WITH APPL I4ABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFB PAJ AND TPI. ALPINE CONNECTOR PLACES ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (W, K/H.S) GAL V. STEEL. APPLY •. TOT.L D. 4 7.0 P S F S EON 41101 PLATES TO EACH FACE OF TR U55 ANO. UNLESS OTHERWISE LOC ATEU ON THIS DESIGN, POSITION PER DRAWINGS 160AO��� � 7pine Ell irimed Products, nc. ANYINSPECTION OF PLATESFOLLOWED BY (1) SHALL OE PER ANNEX A3OFTPII2002 SEC3ASEAL ON THISY OUR.FAC. 1.25 FR0M CU g DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FNGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 1950 M IP I)rTVC DE SIG THE ""IIY AN " "' THIS FOR Alt "ING IS ONSIBI "` 'HE M a — „�A+.•a r3B44 GUILD I '„ v�.NER PEi ...,,:_I I SF ..;;i`._ V �• _.,,...,o;: ..n,r„, iw nes C — FL ertifi e ut�"iva'on „' "-"s, �i riti I N �+. " JKL� lSLO Jl``Z07 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0097-LOT 34 PP / BESTCON -- LOT 34 PARADISE PRESERVE CJ1A BEVEL 1L IR) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, CLOSED bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 11 0.11 1.00 ** FASCIA BEAM DESIGNED AND FURNISHED BY OTHERS. PROVIDE CONNECTION FOR REACTIONS SHOWN. 8 10-9-6 J- R-130 U=180 1 0-7 1-0-7 A- �10-1-2 � R-18 U-180 2X4(Al) +8 9-6 **R-147 U-180 L<---2-0-0-331j 3-0-0 Over 3 Supports SSE RU PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7 �� ZO E`•'fITY: FL 3 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION,. HANDLING, SHIPPING. INSTALLING AND BRACING. N�• TC LL 20.0 P S F R E F R151-- 15718 REFER TO SCSI 1-03 LOUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TEL (TRUSS PLATE INSTITUTE, 50 D'ON OFRIO DR., SUITE 200, MADISON. WI 53719) AND WT CA (MOOD TRU55 COUNCIL OF AMERICA, 6300 ENTERPRISE MADISON, WE 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICAT • * TC DL 7.0 P S F DATE 03/02/05 TOP CHORD SHALL HAVE PROPERLY A77AC HED STRUCTURAL PANELS ANU BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH RIGID CEILING. STA E OF BC DL 10.0 PSF DRW HCUSR151 05061188 "`*IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OE SIGN; ANY FAILURE TO BUILD THE O�•••• • �(��I BC LL 10.0 P S F HC-ENG M N M/A D R TRU55 IN CONFORMANCE WIIII TPI; OR FABRICATING. HA HOLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. • V DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE R CONNECTOR PLATES ARF MADE OF 2(I/IM/T6GA (W.H/5/R) ASTM A653 GRADE 40/60 (W. R/H,S) GALV. STEEL. APPLY•••. O'" .• �� TOT.L D 4 70 P S F S E Q N 41130 PLATES TO EACH FACE DF TRUSS AND. UNLESS OTHERWISE LOC A IF ON THIS DESIGN. POSITION PER DRAW NfiS 160A- Z. • �•••• me fin ineered Products, RC. ANY INSPECTION OF PLATES FOLLOWED BY (II SHALL BE PER ANNLX 13 OF TPI1-2002 SEC.'. A SEAL ON THISA1, OUR.FAC. 1.25 FR0M CU p I9 0 DRAWING INDICATES AC CFPTANCE OF PROFESSIONAL ENGINEERING RES P)N SIB ILI TY SOLF LY FOR THE TRUSS COMPONENT 1 TkIVe DESIG THE —',TTY A "' THIS ""' FOR A ING 15 t—.NSIBI HE ,., dines aa,'3 _.`7.:• BU ILO '>.. NFR PC ...'I 15 =rr .. .,.. c - V'-^ .. <..�.rv.. ... .,� ,.. ;. FL rtifi to f Aoriza' n b° - �,I : .;I N G x:1.0" J R S��L ;r �°Z 0 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO097-LOT 34 PP / BESTCON LOT 34 PARADISE PRESERVE - HJ1 DBL BEVEL) Top chord 2x4 SP #1 Dense 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, Bot chord 2x4 SP #1 Dense Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, Webs 2x4 SP #3 wind BC DL=5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Hipjack supports 7-11-8 setback jacks. Jacks up to 7' have no CHORD SPACING(IN OC) START(FT) END(FT) webs. Longer jacks supported to BC. BC 75 0.17 11.13 Deflection meets L/360 live and L/240 total load. Top chord overhangs have been checked only for loads as indicates. Overhangs not checked for man loads or long-term deflection. HANGER= SIMPSON'S SUR/1_210 OR EQUIVALENT FILL ALL NAIL HOLES. R=173 U=187 +15-5-3 NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 3X5 CATALOG FOR PROPER APPLICATIONS. 5.64 5-7-15 5-7-15 0-4-7 10 1 2 1.5X4111 3 X 5 R=726 U=287 2X4(A1) -2-9-15-->J LIE 11-3-0 Over 3 Supports J R=721 U=496 W=4.2" esti Rur� A`. PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. ��1`��t20 I��QTY: FL 3 - R - Scale =.375" Ft. -WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. ��'• L T C L L 20.0 P S F R E F R 1 5 1 15719 REF ER i0 BCST i-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED 9Y TPI (TRUSS PLATE INSTI1UiE, 50 B'ON OFRIO DR., SUITE 200. MADISON, WI 53719) AND WT CA (WUOD TRUSS COUNCIL OF AMERICA, 630U ENTERPRISE L MOPICHORDWSHALLIHAVEOR SAFETY PRUPERLY ATTACHEDSSIRUCTURALPPANELSIANUTBOTTOMUCHORBNSNALLNIESl HAYE ATP ROPERLYIIE IADTTACHTE E T C D L 7.0 P S F DATE 03 02/05 RIGID CEILING. /�, -IMPORTANT-FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •� �� O� �J\C BC DL 10.0 PSF DRW HCUSR151 05061189 ALPINE PRODUCTS. [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION "" IH IS DESIGN; ANY FAILURE TO BUILD THE O i•••• QA:� /: B C L L 10.0 P S F H C-E N G M N M/A D R TRUSS IN CUNFORHA NCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS N(TH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFSPA) AND TPI. ALPINE TOT L D 4 7.0 P S F S E O N 41088 CON NEC TUR PLATES ARE MADE OF 20/IB/]6GA (W,H/S/%) ASTM A653 OR ACT 40/60 (W, K/H.S) GALY. STEEL. APPLY .•• /.� PLATES TO EACH FACE Of TR IISS AND, UNLESS OTHERWISE LOCATED ON fl{IS DESIGN, POSITION PER DRAWINGS TOR' . S�V��� 71pine En ineered Products, nc. ANY INSPECTION VF PLATE5FOLLONED 0Y (I) SHALL BE PER ANNC% A3 OF TPII-2UO2 SEf,.3. A SEAL ONTHIS (� DUR.FAC. 1.25 FROM C U g DRAWING INDICATES AC CEPTANCF DF PROFESSIONAL FNGINFFRING RESPONSIBILITY SOLFLY FOR BE TRUSS COMPONENT M a r 1950 M I rNive DESIG INE ITY AN TMiS "T FOR A ^ NG IS ONSIBI 'HE ,�,.,�F.linesc <waaa.,;-,38aa RULED HER PEI :.I I sE �:� .�., ,r. .:.. ,.:- ,...,.:.. ,,... ., .:., ��,r^aING '.r>'L"-}.0" .. ...,;:: JR ,.iSLO ;�l�l'=1_07 ,,,. .. FL Certificato A rivati n 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO097-LOT 34 PP / BESTCON — LOT 34 PARADISE PRESERVE - HJ1A DBL BEVEL) Top chord 2x6 SP #1 Dense ** Negative reaction(s) of -631# MAX. (See below) from a non-wind Bot chord 2x4 SP #1 Dense load case requires uplift connection. Webs 2x4 SP #3 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, CLOSED bldg, (A) 1x4 #3 or better "T" brace. 80% length of web member, Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. or wind BC DL-5.0 psf. (1) continuous lateral brace e qually spaced on member. Sub fascia beam assumptions: 10-0-9 sub fascia beam on the IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 3-8-0 cantilever side. 10-0-9 sub-fascia beam on the 3-8-0 CHORD SPACING(IN OC) START(FT) END(FT) cantilever side. BC 42 0.33 11.25 The following trusses need concentrated loads at the end of their overhangs: 7-11-8 span/setback member on the 3-8-0 cant side requires 248 lbs and the 7-11 8 span/setback member on the 3-8-0 cant side requires 248 lbs. R=105 U=180 Hipjack supports 7-11-8 setback jacks with 3-8-0 cantilever one 15-5-6 face; 3-8-0 cantilever opposite face. Deflection meets L/360 live and L/240 total load. HANGER= SIMPSON'S SUR/1_210 OR EQUIVALENT 5 X 5 FILL ALL NAIL HOLES. 5.66 F_ NOTE: 5-8-2 5-8-2 SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. R=-632 U= ** (A) +10-1-2 3X8 2X5 (Al) = 3X3111 R=1916 U=1828 W=7.778" -3-3-7 ��E 4-10-4 _I 10-11-1 Over 3 Supp S,.••••• PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7. Q 1s.2/0� Q Y: FL/-/3/-/-/R/- Ir L 3 - R Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN EARN ICA I ION, HANDLING, SHIPPING. INSTALLING AND BRACING. Q. T C L L 20.0 P S F R E F R 1 5 1 15720 REFER TO BEST I-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TEL (TRUSS PLATE INSTITUTE, 58 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE L MADISON. WE 537 t9) FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE IUNITION5. UNLESS OTHERWISE INDICATE TC DL 7.0 P S F DATE 03/02/05 lop CHORD SHALL HAVE PROP F.RLY A7IAC HED STRUC TUR At. PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE wF. RIGID CEILING. •� S OF ,'tom BC DL 10.0 PSF DRW HCUSR151 05061179 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •• PRQDDCTS. THC. SWALL NOT BE RESPONSIBLE FOR ANY DEIIAIIDN IROM THIS DESIGN: ANY IAILDRE TD BUILD THE O•'•. • •�� B C L L 1 O.O PSF F H C-E N G M N M AD R ALPINE 1RU55 IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSIALLIN6 6 BRACING OF IRU SSES. ,• .: / DESIGN CONFORMS WfIH MADE 20 PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFSPA) AND TPI. ALPINE / •��� � T 0 T.L D. 47.0 PSF S E Q N 41107 CONNECTOR PLATES ARE MADE OF 20{18(16GA (N,N/S/K) ASTM AG53 11A1.1,11/'11,(W. N/W.S) GAL V. SIC EL APPLY � C•••• PLATES TO EACH FACE OF TRUSS ANO. UNLESS OTHERWISE LOCATED ON S DSGN, POSITION PER DRAWINGS 160A Z. O 71pine EII ineered Products, Inc. ANYINSPECTION OFPLACES FOLLOWED BY (i) SHALL BE PFR ANNEX A3 IIFTPII-2002 ASEAL ON IRIS DUR.FAC. 1.25FR0M CU S DRAWING INDICATES ACCFP iANCE OF PROFF SSIONAL ENGINEERING RF SPONSIB IF ItY SOLELY FOR CHF IRU 55 COMPONENT 1950 I 'TMrve OE SIG THEI ICY A - -` THIS FOR A ` `ING IS ONSIBI rHE M a r - .,�.,.,�+aines��...:,�:33844 :.� ..,;� HUILD ;n ER PEt, al l I s ,,.,,�.�.,. ,,. ..., s .Mr �,. _ U. ..r.:,, - w .. fi r,' I N G . �4.D" J R i '1 'J"'' Z� FL ertifi of Au riza'on# 67 � THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0097-LOT 34 PP / BESTCON -- LOT 34 PARADISE PRESERVE F 2) Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.10 19.19 Truss must be installed as shown with top chord up. 9-1-8 'I 15.75"'L 9-1-8 115"T 4X4= 3X3= 1.5X4(R) 1.5X4111 1.5X4(R) = 3X5= 3X3= 3X3= 1.5X4111 3X3= 3X5= 4X4= T 14-0- 1-0-80 8 5X5= 3X5= 3X3= 3X3= 3X3= 3X3= 3X5= 5X5=- 2X4 III X5=2X4111 2X4111 19-6-12 Over 2 Supports R-1062 W-2.75" R=1065 W=3.5" RU %F1 T Z%FIC;q�;`�� PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7. 1 ' 20 j ?��1 Y: FL 3 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. No. ` ' T C L L 4 0.0 P S F R E F R151-- 15721 REFER TO BGSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 58 D'ONOF RIO OR., SUITE 200, MADISON, NI 53719) AND WTCA (WOOU iRtISS COUNCIL OF AMERICA, 6300 ENTER PR[5E l TO ITOP IC HO RD SHALL I HAVEO PROPERLY ATTACHEDS STR UCTURAA L PERFORMING P A N E L SA N UT RO TTOMHESE U C HO R DN S HALUNHAVE AiKEWISE P R OR E R LYI ADICATE T TA CH TC DL 10.0 P S F DATE 03/02/05 RIGID CEILING. S QF .•Q BC DL 5.0 PSF DRW HCUSR151 05061190 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OF VIAL TON FROM THIS DESIGN; ANY FAILURE TO BUILD IHE D � •�I B C L L 0.0 P S F HC-ENG M N M/A D R TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, [NST ALL ING 8 BRACING OF TRUSSES. �) Ii► DESIGN CONFORMS WITH APPLICARIE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINEJ•••������ T 0 T L D 5 50 P S F S E 0 N 25818 CONNF CTOR PLATES AN MADE OF 2O/18/i6GA (W,H/S/X) ASTH A653 GRAUF 40/60 (W. X/H,S) GAIV. STEFL. APPLY V r����� PLATES TO EACH FACE OF TPUSS ANO, IT OTHERWISE LOCATED ON IHIS DESIGN, POSITION PFR 0RAWTNGS I6OA 7. .��Er 1 ine En ineered Products, nc. ANY INSPECTION OF PLATES TOLLOWED BV (I) 5HALL BE PER ANNk% A3 OF TPI1-2002 SEC.3. A SEAL ON 11115 D U R.FAC. 1.0 0 FROM CLI P g DRAWING INDICATES ACCEP TAN<F OF PRDFESSIONAL CNf,INFER[NG RE SPONSIB 111IY SOLELY FOR THE iR USS COMPONENT 1950M I Drive ,... ,�..,., ,�, ,., .,..... .. .,«„ ... ., Ma DF51GN THEL ITY AN rr rs THES C FOR RN NG IS `'INSIO IL IF y - inesC ssaa BUILDI R PF .WING X9.0" JR ASLO ''v '�Z07 Ftl rtificate Autliorizat n 6� BEARING BLOCK I°dAlL SPACt G DETAIL MAXIMUM NUMBER OF NAIL LINES PARALLEL TO GRAIN MINIMUM SPACING FOR SINGLE BEARING BLOCK IS SHOWN. DOUBLE NAIL SPACINGS AND STAGGER ------ _ CHORD SIZE — � NAILING FOR TWO BLOCKS. GREATER SPACING MAY BE REQUIRED TO AVOID SPLITTING. NAIL TYPE 2X4 2X6 2X8 2X10 2X12 Sd BOX (0.113"X2.5") 3 6 9 12 15 A – EDGE DISTANCE AND SPACING BETWEEN STAGGERED ROWS OF NAILS (6 NAIL DIAMETERS) 8d BOX (0128'X3") 3 5 7 10 12 B – SPACING OF NAILS IN A ROW (12 NAIL DIAMETERS) . — C – END DISTANCE (15 NAIL DIAMETERS) 12d BOX (0.128"X3.25") 3 5 7 10 12 IF NAIL HOLES ARE PREBORED, SOME SPACING MAY BE REDUCED BY THE AMOUNTS GIVEN BELOW: 16d BOX (0.135'X3.5")- 3 5 7 10 12 - • SPACING MAY BE REDUCED BY 507 20d BOX (0.148'X4") 2 4 5 6 8 --SPACING MAY BE REDUCED BY 33% 8d COMMON (0.131'X2.5') 3 5 7 10 12 BEARING BLOCK TO BE SAME SIZE AND SPECIES AS BOTTOM 10d COMMON (0.148"X3") 2 4 6 8 10 CHORD. BLOCKS MAY BE ANY GRADE WITHIN THE SPECIES, 12d COMMON (0.148"X3.25') 2 4 6 8 10 PROVIDED THE COMPRESSION PERPENDICULAR TO GRAIN VALUE (Fc–perp) IS AT LEAST THAT OF THE CHORD. 16d COMMON (0-162"X3.5") 2 4 6 8 10 0.120"X2.5" GUN 3 6 8 11 14 0.131"X2.5" GUN 3 5 7 10 12 �� / 0.120"X3.0" GUN 1 3 6 8 11 14 C** NAIL 0.131"x3.0" GU 3 5 7 10 12 � / � — �- -� LINE i MINIMUM NAIL SPACING DISTANCES tA* DISTANCES T1 - --- � NAIL TYPE A B* C** 8d BOX (0.113"X2.5') 3/4" 1 3/8" 1 3/4" �- B/2* 10d BOX (0.128"X3") 7/8" 2" 12d BOX (0.128"X3.25") 7/8"- 1 51/8" 2" 16d Box (0.135"X3.5") 7/8" 1 5/8" 2 1/8„ 20d BOX (0.148"X4") 1" 1 7/8" 2 1/4" A AIA C** A� \ DIRECTION 8d COMMON (0.11 X2.5") 7�8' 1 /8" 2' A OF D AND NAIL ROWS 10d COMMON (0.148"X3") 1" 1 7/8" 2 1/4" i 12d COMMON (0.148"X3.25") 1" 1 7/8" 2 t/4" - 16d COMMON (0.162"X3.5")- 1' 2" 2 1/2" 0.120"X2.5" GUN 3/4" 1 1/2" 1 7/8" 0.131"X2.5" GUN 7/8 1 5/8" 2" LENGTH OF BLOCK SPECIFIED ON SEALED DESIGN 0"X3.0" GUN 3/4" 1 1/2" 1 7/8" 0" GUN 7/8" 1 5/8" 2" � (12" MINIMUM 24" MAXIMUM) RAWING REPLACES DRAWING B139 AND CNBRGBLK0699 e WARNIHGe>. i'RUSSES REOU[RE EXTREME CAPE IN FABRICATING, RMATINN, SHIPPING, DJSTALL INC AN NA�50I�2 REF BEARING BLOCK F P F VV BRACING. REE T❑ BC1 U3 BUILDING COMPONENT �A ETY INFORMATION), PUBLISHED BY TPI ""JO PLATE LOST ITU TE, 183 D'ONOFR III DR., SUITE 200, MADISON. WI. 53719) AND WTCA iWOOD TP.,USS COON OF AMERICA. 6300 ENT E PPRI.E LN, MA D ISDN, WI 53719 FDR SAFETY PRACTICES PRIOR TO PERFOPMIU, :y DA'L'E 11/26/03 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TDP CHOP-D SHALL HAVE PROPFP-LY ATTACHED 7f R P `TR T I A PAN FN BOTTOM H A F ''f !- 1 F (Ell-INN LC l L EL. D BO C CHORD SHALL. HAVE A F.O EP,Cr P, A_HEL RLIC _ , DRWC CNBR GBLK11( � eetMPOR1At.ITea FIIPNISH COPY F THIS DESIGN To .NSTALLA uHN roNTPArTOP ALPINE ENGNEERS➢ STAT PRODUCTS INC.. SHALL NOT BE RESPONSIBLE F'OR AJY DEVIATION FPOM THIS DE_ICN ANY FAI URE i❑ i 7ALPINE DUILD THE TFUT .N :❑NFOPM,NCE WITH TPI, OR F ERILATI 6. HANDLING SHIPPING IN-:TALI_INC R :p3/ /2005 ENG s,IP�ITA R. BRACI4F OF TONSSES. DESICN CONFORMS WITH APPLICABLE PRC TIONS OF NI., 01ATIE ➢F IFN EC. BY AFBFA AND TP ALPINE I CNNECTOR I ALES APE MADE O 11.18/16 A w HiS K ASTM A651 PAD =� �O�'©�'� 40/60 CW Y H S. GA.LV, STE L APPLY PLATE: TO EACH FACE OF TRUSS AND UNLE OTHERUI E F CATED `_�• r ON TO DC I}1 -1TION P [RAWINC. ETC Z A N I N-LE F T1[If I OF FLA 1 ES F❑ LJ w ED By , _IAL— ALPINE ENGINEERED PRODUCTS,INC. BE PER ANIEt AT OF TPI Olio SEC 3 A SEAL ON THI- ➢PAWING D{DIL.ATES ALT PIFNCE OF SjpNA1. POMPANO BEACH,FLORIDA PROF ESSiUHAL ENCIUFFP INI RE'TUNVI BII-ITY SOLELY FOP THE [PUSS COMPONENT DESIGN SHOWN. THE SUITABILIIY AND USE OF THIS COMPONENT COP AN ALI I,_11111G IS THE RESPONSIBILITY pF THE 1.111D�1-�G TOP CHOE'D FILLER DETAIL + 2X4 CONTINUOUS LATERAL BRACING AT 24" OC MAXIMUM SPACING. ATTACH TO EACH TOP CHORD WITH (2) 16d NAILS. OFFSET FILLER DETAIL BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CON'T'RACTOR. + (41 ++ 2X4 SO. PINE #2 N OR SPF #i/#2 FILLER TOP CHORD, 12 F+T 2X4 SO. PINE #3 OR SPF #1/#2 VERTICAL WEBS SPACED i PIGGYBACK PLATE ** > 48" OC MAXI,MUM. OR 3X6 TRt1LOX i * 8 '12 MAXIMUM PITCH.- ** 2X8.25 PIGGYBACK SPECIAL PLATE. SEE DRAWING PIGBACKBO699 FOR PIGGYBACK SPECIAL PLATE, INFORMATION. r 6-0-0 �1 � *** 6,0" MAXIMUM HEIGHT. �- + I 't W2X4 OR 3X6 TRULOX. �. (4 �, ��` 12 �� fit REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ` 11 GAUGE (0.120")Xi.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO ( �' �� -- - EACH FACE OF EACH TRUSS PLY, SEE DWG 160TL FOR NAILING AND --- TRULOX PLATE REQUIREMENTS, - _ TOP CHORD FILLER DETAIL EXTENDED TOP CHORD FILLER DETAIL 4 ! t PIGGYBACK PLATE OR 3X6 TRULOX ) { 1t re �� 1+4 + � 6-0-0 � � ( �m"p 7 � I t 12 A 12 it 1 r ( Uri ! Anal-1 <� I`HIS DRAWING � REPpL�A,C,�ES DRAWING 884,080 ;99WAFNINGPF IFU E: FEQHIPt EXTREME CA€'.E It E PRI'ATINP,HM&LING HI FI45,IIF.TALL(N6 AND •' •• LL MAX 3� PSF ItJ_�i' TC-"FILI�I�'P BR.AC3NG REFEP Cp PC I Ci(BJI Ci1NG C(3MFCt+VENi FLT }NE t1PMA41ON FtJBLL.:HEI Rs TPI(TFUoS t GL 7E IN I FIIE Gj TOM F IO JR. S7E EO{. MADISON 1. 53-19,' ANP wTCA 4'OOL' R t rOUNCIL or ewe EFCA, lsr�ENTEkPQ E Irl nNa aAl T .; o ;Acrr pencurr PRI1R E^ENRrIIr.,�, N+ .58 5J DL MAX 15 PSF DATE It/26 '03 THEIE rt,N� IOI V E`>>C U l +.YSE Ih btrATCFF, t�F t'HO D SHALLHAVE OFEKLi" ATTACHED • ___ \ IRUC URAL PANELS a an saT r "N'Qr ,NA HA E F OPEPi ATTACK Pr In€E,Lt a. DL MAX 10 PSE' DRWG TC,FILLER1103 �� *'•HiPORTA:T.a FURNISH CUP, EP TIO FE 16N TD tN iPLLATIN G N TRAC N ALPINE ENRt'EERE4 • • — - IL i t i n C r � r � DI o�Ll �� NOT E a PNtI tF roe art t.rik�l�d ERon iH3 zit; A FAt le To +�'� STATE LL �) PSF —ENG 1P'`KAR \ BUILD HE II 7.O I NrE 2Tii Ti' I, F P I G, HANDLING, {([`FIJI" 7!i Ai I N e • • .__.__ .._. -- _._. pRA [ TH E DE.I (N Ol +�jTi G'F qpl C PFO Otd DF 7T II T[QN 9 I..N n n t� MAX �y r Ht' AEBPA ANE I(i L t1E COhJ T{;F lA P F C OF f L tsA cJN A T AF "� ATE Iiq%p3'CLf/200 r•� T. LL, A 55 PSS' +W Y H� L --TEf t N l' lA E U C f �1F rFi PNG I tt1LE - 0 HEF S/ •! .;E(l3 TED • j j t I 1 t7r cF I;P' Ufa t T` C Cd!OF- A E FU OWE flr_Lx"'LL .. • -. u. eau Er A EAl, qn e.Awlta IflLCAIE ACCE,lArll OF •••••v" DI1R FAC I I� OR I .33 n,�le.L T � Fns r T n,-PONE ar ,M THP n, THE �y Ff'F AN, FJLLII{1y I TnL PESf�Gti, B,G t Y nF THE A'J1F 11INLi i. SPACING '24.0^ it t it, E 9. Yal " V,�k �'l Nl�ko X�SVO 1A v 3 ATB I Nv'13' M VL Ml' koNILS'SG N1�vLOCATLOR ESU RgB Nli�� '�V� NO �x 'ON kv 'via 0 O'e CID'V, TO 5 VA, N � V NT0 aoIR col 1\I X) '�0 '�OLO OpT1 kN gE 0 C)O i's N V, vo O's X" "i IFID '� ALL 13 0'�NB'16 v V, 1:6 VkCNL ck'?'o' y0l v Nv� ��0'­ � , 16 --- is, r�lb xvivo N� 6-�6 17 12 V,C,NAACcMB��. v� ..OA,k 'OV x b '\CV, By'Q VXOIS EAk'�AG 1.5 Di cl k koc)b '3 12 9 '_ 1. BOT6ts 1\9z 1,5 9 vxvoR ov, D FIR FIR X906 133 xB�k vo C V, '30 t SORT K�R� p1NE ,� � -� /�,� � �„ ��A� , '"\% � j-�' ` k"�" /J � `�g�L�l ,. age j3� �40 CV, -A! L -w��G R�pti�cg� p�F RETE 1��R11�� 'OC'V' 'C �L� 1°� P sF - ?�% VAN j��. �AIL' � i�a`I���NFOFr�FS Pop wFc Vu oa�o taFNEo �' "� "` 0 �� HOZ :, � k'25 ill C) L011• pA' 10% ASCE 7-08: 120 MPH WIND SPEED; 15' MEAN HEIGHT, ENCLOSED, I 1.00, EXPOSURE C 2X4 BRACE (1) 1X4 "L" BRACE ' (1) 2X4 A.' BRACE - (2) 2X4 "L" BRACE " (1) 2X6 "L" BRACE ' (2) 2X6 "L' BRACE ' GABLE VERTICAL NO - — s SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B #1 / #2 3' 7" 6' 3" 6' 5" 7' 4" 7' 7" 8' 9" 1 9. 0" 11' 7" 11' 11" 13' 9" 14' 0' BRACING GROUP SPECIES AND GRADES: SPF #3 3' 6" 5' 5" 5' 5" 7' 2" 7' 2" 8' 9" 8' 9" 11' 1" I1' 1" 13' 9" 13' 9" GROUP A: HF STUD 3' 6" 5' 4" 5' 4" 7' 1" 7' 1" 8' 9" 8' 9" 11' C 11' 1" 13' 9" 13' 9" W O L 1 - SPRUCE-PINE-FIR HEM-FIR STANDARD 3' 6" 4' 7" 4' 7" 6' 1" 6' 1" 8' 2" 8' 2" 9' 6" 9' 6" 12' 11" 12' 11" 1 2 STANDARD 2 STUD #1 3' 11" 6' 3" 6' 8" 7' 4" 7_11" B' 9" 9' 6" 11' 7' 12' 6" 13' 9" 14' 0" #3 STUD #3 STANDARD s P #2 3' 10" 6' 3" 6' B" 7' 4" 7' 11" B' 9" 9' 6" 11' 7' 12' 6" 13' 9" 14' 0" #3 3' 8" 5' 6" 5' 6" 7' 4" 7' 4" 8' 9" 9' , 11' 5" 11' 5" 13' 9" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE (� ��� STUD 3' 8" 5' 6" 5' 6" 7' 3" 7' 3" 8' 9" 9' 3" 11' 3" 11' 3" 13' 9" 14' 0" 3 3 _- _ --- — — -- STUD STUD STANDARD 3' 7" 4' 9" 4' 9" 6' 3" 6' 3" 8' 5" 8' 5" 9' 9" 9' 9" 13' 2" 13' 2'; _ STANDARD STANDARD #1 #2 4' 1" 7' 1" 7' 4' 8' 5" 8' 8" 10' 1" 10' 4" 13' 3" 13' 7" 14' SPF #3 4' 0" 6' 7" 6' 7" 8' 5" 8' S' 10' 1" 10' 1" 13' 3'- 13' 3" 14' 0" 14' 0" HF, STUD 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1" 13' 3" 13' 3" 14' 0" 14' 0" STANDARD 4' 0" 5' 8" 5' 8_ 7' 6" 7' 6" 10' 1" 10' 1" 11' 8" 11' 8" 14' 0" -14' 0" GROUP B: n #2#1 4' 6" 7' 1" 7' 8" 8' 5" 9' 1" 10' C 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" #1 & BTR Sp 4' S" 7 --- a ' 1" 7' 8" 8' 5" 9' 1" 10' 1' 10' 10" 13' 3" 14' 0" 14' 0' 14' 0" I #3 4' 3" 6' 9" 6' 9" 8' 5" 8' 11" 10' 1" 10' 7" 13' 3" 13' 11" 14' 0" 14' 0" D 1' L --- — — - --- --- - STUD 4' 3" 6' 9" 6' 9" 8' 5" 8' 10" 10' 1" 10' 7" 13' 3` 13' 9" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH - --- — -- --- STANDARD 4' 1" 5' 10" 5' 10" 7' 8" 7' 8" 10' 1" 10' 3" 11' 11" 11' 11'_ 14' 0" 14' 0" 1 1 -- - — - - -- 2 #2 #1 #2 4' 7" 7' 10" 8' 1" 9' 3" 9' 6" Il' 1" 11' 5" 14' 0" 14' 0" 14' 0" 14' 0" SPF #3 4' 5" 7' 8" 7' 8" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14 0` 14' 0" — F STUD 4' 5" 7' 7" 7' 7" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" O 1 H1 STANDARD 4' 5" 6' 7" 6' 7" 8' 8" 8' 8" 11' 1" 11' 1" 13' 5" 13' 5" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: #1 5' 0" 7' 10" 8' 5" 9' 3" 10' 0" it' 1" 11' 11 14' 0" 14' 0" 14' 0" 14' 0" a Sp #2 4' 10" 7' 10" 8' 5' 9 3" 10' 0" 11' 1" 11' 11 14' 0" 14' 0" 14' 0" 14 0__ LIVE LOAD DEFLECTION CRITERIA IS L/240. #3 4' 8" 7' 10" 7' 10" 9' 3" 9' 9" 11' 1" 11' 8_ 14' 0" 14' 0" 14' 0' 14' 0" C�2 PROVIDE UPLIFT CONNECTIONS FOR 105 PLF OVER 'D FL STUD 4'8' 7' 9" 7' 9" 9' 3" 9' 9" 11 1" 11 8" 14' 0" 14' 0_ 14' 0" 14' 0'- CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 4' 7" 6' 8" 6' 8" 8' 10" 8' 10" 11' 1" 11' 5" 13' 9' 13' 9" 14' 0" 14* 0" SYMM GABLE END SUPPORTS LOAD FROM 4' 0" ABOUT OUTLOOKERS WITH 2' 0' OVERHANG, OR 12" _- PLYWOOD OVERHANG, ATTACH EACH "L" BRACE WITH 10d NAILS. GABLE TRUSS 1 2X4 #2N OR BETTER * FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. T �� IN 18" END ZONES AND 4" 0-C. BETWEEN ZONES. DIAGONAL BRACE OPTION: 18" * \ + **FOR (2) '1" BRACES. SPACE NAILS AT 3" OFC- VERTICAL LENGTH MAY HE �� IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. DOUBLED WHEN DIAGONAL , / P BRACE IS USED. CONNECT BRACE "L" BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL BRACE FOR 740# ** MEMBER LENGTH. AT EACH END. MAX WEB TOTAL LENGTH IS 14' �� GABLE VERTICAL PLATE SIZES . Z � 2X4 SP OR DF--L STUD / VERTICAL LENGTH NO SPLICE OR #3, SPF #1/#2. H-F #2 18" LESS A* --- VERTICAL LENGTH SHOWN OR BETTER DIAGONAL + + GREAT RTHAN 04`0", BUT 1X4 OR 2X3 IN TABLE ABOVE. BRACE: SINGLE OR DOUBLE CUT (AS SHOWN) LESS THAN 11' 6" ZX4 - AT UPPER END. _ ___HI / --- GREATER THAN I1' 6" 2.5X4 CONTINUOUS BEARI � Ru� + REFER TO COMMON TRUSS DESIGN FOR j PEAK, SPLICE, AND HEEL PLATES. CONNECT DIACONAL AT REFER TO CHART ABOVE F �� NGTH. MIDPOINT OF VERTICAL WEB. O•�y. �` 1' qT `�F . wARN1Ne TRUSSES PENH RE EXTREME CARE IN FABe1CAnNG, TIAnmLtNG, SHIPPING, INSTALLLNe AND pp �} REF ASCE7-98—GAB12015 BRACING. REFER TO PCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION, PUBLISHED BY TPI 'TRUSS NO.5p752 PLATE INSTITUTE 583 D'ONOFRIO DR.. SUITE 20n, MADISON, W7. 53719 AND WTCA CW00D TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53 19) FOP- SAFETY PRACTICES PRIOR TO PERF❑P--MING :l LATE II�26�03 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPEP-LY ATTACHED 7� _ STPUCTUPAi PANELS Aran B❑TioM cuoee SHALL HAVE A PROPERLY ATTACHED RIGID cEu_[NG DRWG A12015EC1103 *.-IMPORTANT— FURNISH NIPY OF THIS DES[UT1 T❑ NS AL I_ATIDN CONTRACTOR. ALFINE ENGINEEPED STATE PRODUCTS OTT HALL NOT BE RESPONSIBLE FOR AN D-_'JIATION FROM THIS DESIGGI ENG BUANY FAILURE TO //��qq __ ALPINE ILD THE TPU'S IN LUNFORMANCE WITH TPI; OR FADI- LATING HANDLING HIPPING, INSTAL[-ING P �� .p3/y�/2005 BFACING [IFF TPUSZES DES[UN CONFORMS WITH APPLIF.ABLE PPOVI IONS OF ND iUATT914,L DESIGN .PEC., BY AF&PA1 AND TPI. ATPINE CONNECTOR PLATE APE _ MADE ❑ 20/1P 16FA (W HSS/K A:TM A6 3 GFADE •LpR�.... 4016,' (W Y N'..) /.AL .:TEFL APPLY PLAITS TO E f T H FACE [IF AND, UNLESS ESP ❑THERWIlF L❑EATEn MAX. TOT. LD. 60 PSF ON THIS DF . fOILTIDN FEE D WINF. 16AA-Z. N PI°FEL ION HE FLA F FOLLOWED BY .SHALL �S%NA►- ALPINEENGINEEREDPRODUCTS,INC. BE PER ArII 413 OF TPI 1-r02 sec. 3. A SEAT- ON H-S DPAWJFIF INDIYATE_ ACCEPTANCE OF POMPANO BEACH,FLORIDA PPPFESSIEU,l Eri LN[ FING PEFPnNSIBIurt ,❑LELY FOR THE TRTITS r;OMFO EDT DES,I,N SHOWN. THE ;U[ PTTs ANL F OF TNI 'Cl,"'IT FOP 'rl A :LDI`IG IF TNF PE-F[IN_IPILIi O1 THE PI-1111ING I��:�,_,..,. t..�M., .. ; . . GABLE D E'TA L _ 2X6 ER REINFORCING F GABLE VERTICAL PLA'T'E SIZES MEMBER _ _ LEI 2X4 "T" SYM VERTICAL LENG'T'H PLATE IF PLATES REINFORCING ABOUT '� �i FOR LET IN VERTICALS BETWEEN CHORDS_ SIZE OVERLAP- MEMBER LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT LESS THAN 11' 6" 2X4 2X8 TOENAIL TOENAIL GREATER THAN 11' 6" 2.5X4 2.5X8_ _ Y 0 REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. ' IF GABLE VERTICAL PLATES OVERLAP, USE A -{- TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T' FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE: 2X*X4 *2X8 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE VGABLE j � / APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR LENGTH \ / SBCCI WIND LOAD. TYP. -----------_-- MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL / LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED "T" REINF. SBCCI ASCE \ AND MRH MBR. _SIZE 110 MPH _- 2x4 10 % 10 % 15 FT 2x6 40 % _ 50 110 MPH 2x4 10 7 10 7 _ — -- 30 FT 2x6 _-_ 50 % 50 % -ju V _11 100 MPH 2x4 10 % 10 15 FT_ 2x6 30 % 50 7 100 MPH 2x4 10 % 10 % 30 FT 2x6 40 % 40 7 J 91 MPH 2x4 20 % 10 % C+ PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 15 FT 2x6 20 % 40 % ATTACH EACH "T" REINFORCING MEMBER WITH 90 MPH 2x4_ 10 % 10 % RIGID SHEATHING -- HAND DRIVEN NAILS: 30 FT 2x6 30 7 50 % 4 TOENAILS x 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH ___2x4 10 7 20 7 AND BOTTOM CHORD. 15 FT ___2x6 10 % 30 % T GUN DRIVEN NAILS - 0.131" X 3": 80 MPH 2x4 20 % 10 % TOENAILS AT 4" O.C. PLUS 4 TOENAILS IN TOP AND BOTTOM CHORD. REINFORCING O 30 FT____— 2x6 20 7 40 7 MEMBER 70 MPH 2x4 0 7 20 % THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. 15 FT 1 2x6 1 0 7 20 % ASCE 7-93 GABLE DETAIL DRAWINGS 70 MPH 2x4 I 10 7 20 % GABLE TOENAILS A11015EN1103, A10015EN1103, A09015EN1103, A08015EN1103, A07015EN1103 30 FT 2x6 10 7 30 TRUSS SPACED AT 4' O.C. A11030EN1103, A10030EN1103, A09030EN1103, A08030EN1103, A07030EN1103 EXAMPLE: ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015EC1103, A12015EC1103, A11015EC1103. A10015EC1103, A08515EC1103 MEAN ROOF HEIGHT = 30 FT A13030EC1103, A12030EC1103, A11030ECII03, A10030EC1103, A08530EC1103 GABLE VERTICAL = 24" O.C. SP y3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015ENII03, S10015ENI103, S09015EN1103, S08Ot5ENIIO3, S07015EN1103 "T' BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030EN1103, S10030ENIIO3, S0903OEN1103, S08030EN1103, S07030EN1103 (1) 2X4 "L" BRACE LENGTH = 6' 7" 4 TOENAILS SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH +'`� 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE �� RU/ VERTICAL LENGTH. l ` ��earl ACES DRAWINGS GAB98117 876,719 & HC26294035 .*WAPNING*- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND REF LET-IN VERT BRACING, REFER TO BC SI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1, 53719) AND WTCA (WOOD TRUSS COUNCIL No.58752 OF AMERIF_A, 6300 ENTERPRISE LN, MADISON, WI 51719) FDP SAFETY PRACTICES PRIMP- TU PERFORMING N 58 J • DATE 01/16/04 THESE FUNCTCONS, UNLESS OTHERWISE INDICATED, TOP CHOP-➢ SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PPOPERLY ATTACHED RIGID CEILING. 1 * LRWG G B LLETIN 1 1 03 "IMPORTANT FJ PNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7� PRODUCTS INC SHALL NOT BE RESPONSIBLE FOP ANY DE'IATION FROM THIS DESIGN; ANY FAILURE T❑ C T ALPINE _ BUILD THE ROSS I1 CONFoeMANCE WITH TPI. ❑P FABRICAiIIJG, HANDLING, SHIPPING INSTALLING S �+��• —ENG N LJ�KAR E 0 BRACING OF TR.i-SF DEIGN CONFURh1S WITH APPLIi ABLE PROVISIONS OF NDS (NATIOIJAL DESIGN SPEC .0 Q�� 2005 BY AF&PA) ANL TPI ALPINE CONNECTOR PLATES ARF MA E OF 2f/18/IEGA (d.H'S!k) FCTF7 A653 GRADE ///��� AO/60 (wk -H. - ,AIL : EEL. APPLY PLATE TO PATH TALE OF TRUSS AND UNLESS OTHEPWISE LOCAIFo . )LA TOT. LD. 6 U P SF ON THIS DE ICN PO.TTION PPP DRAWINGS 16OA-Z. ANY DI.SFECTION OF PLATES FOLLOWED BY (I) SHALL --- ALPINE ENGINEERED PRODUCTS,INC. 4E FFRANNEY A? OF TIT 1-��D EC, 3 A SFAI_ ON H 5 DPArIN INDICATE A CEPTANCF OF DU R. BEACH,FLORIDA PEUFESCTNAL F>>1n1 lEERIN� PE FOr SIBILITY SOLELr CHI THE TFU COMPONENT DESIEH SH[IwN. THE / �� OUR. FAC. ANY SUIIABILITi AND E ❑F THIS rOMFLiNENT TOP 414I 6 LIHH� IS THE PESPONSIBILITv U4 THE BUILDING BESIONEP, PEP AHTL`F TPI I -E' 2. MAX SPACING 24.0„ --I f I P T"y' If L,� 4 PLY CONNECTIOIN iGURE 1: WEB TRULOX PLATE CONNECTION SYSTEM 42 CONNECTION NOTES: FIGURE 5.- SINGLr, WEB TRULOX PLATE CONNECTION "N" & "C" ARE THE REQUIRED NUMBER OF 0.120" X 1,375" CONNECTIO14 AT CONCENTRAi, MAY BE USED WHEN TRUSS IS NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRITLOX LOADED WITH UNIFORM LOAD PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALEI) 2X6 OR 2X8 #3 OR AND/OR CONCENTRATED LOADS DESIGN REFERENCING THIS DETAIL, PLACEBETTER BLOCKSHEAR INBLOCK.KEYWAY AT RANDOM OR 0.C. SPACINGS. S IS 'THE REQUIRED NUMBER OF 0,131" X 2,5 AND CONNECT TO EACH NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLY WITH (3) 10d COMMON — " PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED :: (0.148 -1 3") NAILS. DESIGN REFERENCING THIS DETAIL. REFER TO THE ENGINEER'S SEALED DESIGN FOR LUMBER PLATES AND OTHER INFORMATION NOT SHOWN HERE. OA25" X 3" GUN NAILS MAY BE USED IN PLACE OF 10d COMMON! (0.148" x 3") NAILS WHEN CONNECTING SHEAR BLOCKS, ONE OF THESE 6 FIGURES SHALL BE USED FOP, EACH 2-PLY TRULOX PLATF APPLIED TO SYSTEM 42 TRUSS. BOTH FACES AT LOCATION OF OPIONAL TIEp TE ON CONCENTRATED LOADS OR 8) FIGURE 3: STACKED CHORD NEAR MIDSPAN FOR TRUSSES N OF S NARROW FACE OR 10d COMMON WITH ONLY UNIFORM LOAD, TRULOX PLATE CONNECTION (0.148" x 3") NAIL IN WIDE FACE, 4X6 TRULOX FOR P = 2900# MAX- CROSS SECTION DETAIL 6X6 TRULON FOR P = 4400# MAX. CROSS SECTION DETAIL 3/4" THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG 4� 3.5L7- ONG MAX LOAD I VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES, BLOCK SIZE P ATTACH WITH (S) 8D COMMON {0.131" x 2 1/2") NAILS IN EACH 2X6 1115 p--no --- VERTICAL WEB. Li — of (1) 2x8 2000# 1 5' (2) 2x6 3000# --------------- )NNECTIONI� FIGURE 2: CHORD TRULOX PLATE ---------- CHORD TRULOX PLATES CONNECTION _ -'" _� ~ � � (2) 2x8 3500# MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD rt MEMBER I MEMBER 2 -—--------- AND CONCENTRATED LOADS (2) `X6 TRULOX PLATES ATTACH WITH 0.131"X2.375" NAILS TO 1,5" SIDE FIGURE 6: DOUBLE SHEAR SPACED AT 24" O,C OR LESS, OF MEMBER I SYSTEM 42 CHORDS AS SHOWN THEN BEND 90' AND ATTACH BLOCKS CONNECTION AT CROSS SECTION DETAIL TO 3.5° SIDE OF MEMBER 2 CHORDS AS SHOWN, USE SAME PROCEDURE STARTING WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION CONCENTRATED LOAD BY 4". SPACE BETWEEN PLATE PAIRS AT 2' 6" MAXIMUM O.C. FIGURE 4: CHORD TRULOX PLATE CONNECTION -------------------------- 7- 7- CROSS SECTION AT CONCENTRATED LOAD LOCATION DETAIL NAIL PLATE IS TO BE APPLIED TO THE INSIDE FACE OF THE TRUSS C) i '5 SUPPORTING THE CONCENTRATED 9.0] LOAD PRIOR TO CONNECTING THE ----------------- ----------------- ------- PLIES TOGETHER, BEND NAIL PLATE j 2' 6 MAX OVER THE TOP CHORD OF THE SECOND PLY AND NAIL AS SPECIFIED. TYPICAL SPACING (2) 3X8 TRULOX PLATES TO BE 6XI8 TRULOX PLATE BENT AND APPLIED AS SHOWN, CONCENTRATE15"i.,OAD SHOWN, 2X6 OR 2X8 ?3 OR BETTER SHEAR ,D MUST BE APPLIED BLOCKS. PLACE BLOCK IN KEYWAY PLATES TO BE POSITIONF APPROXIMATELY 111`4" APART FOR DOUBLE STACKED CHORDS TO THIS J7ACE,k-----4. Ru AND CONNECT TO EACH PLY WITH SPACED AT 2' 6" MAXIMUM USE (2) 3XI4 TRULOX PLATES. (3) 10d COMMON (0.148" x 3") NAILS O.C. BETWEEN PAIRS. vi THIS PLACES DRAWINGS 1,070,978 798517 T620,124 & T615,489 m+WARNINC*1 CTRUSSE,'PEPUIPE EXTREME CARE IN FAPPICAIINO, HANDLING, SHIPPING, MSTALLING AND r(l 1,11 PSF REF SY42 CONNECTM BRACING, 'IF P F(l lir-F tlo�l KITL91% COMPONENT SAFETr lNFq-PMATIM,,PUBLISHED 3Y IPI �TPUss No.5875 PLATE INSTITUTE 583 D'n-I"-JFP o DP, SUITE 2tlfl, MADE ON 1,11 �,W, WTC�A 1W00L TRTJSS COUNCIL 0- RIC4, 6313R ENTERPF)SE LN, MADISON, Wl 5371T, FOP SAFET� PRACTICES Pk IO 'To PEPGU'MING C DI, PSF DATE 11/2 6 111 31 DF UNLESS OTHERwISE INDICATEI�, TOP CAlOvEi THAU PIAV P PL1 ATTACHED TH SE FUNCTIM , _P E Rp E -HOPD RIGID CEILING, TPUCTURAL F AND i a OM C SPALL HAVE A PPOPEPLI VTTACHED .* C RL PSF DRWG CNSY42PLIIO —IMFORTANI— EIjPNF-,H FOP� OF -IHIS DESIGN TO 'DNTPACTOP ALPINE ENGINEERED s 0 • ----------- -16N, AW FA7LOPr TO 11,DUCTS, INC -HALL NOT FE RE�PONIIBLE F Al'if FFOM THIS DE IAC LL PSF -ENG MLH/KAR —1 !RU IN CDNFORMANCE 'WIN4 TPlj OF, FAPRV'AttNG, ND [Nb 'HippiNr, C[7 IAL L %p3/j/200 LESION CONIFD M', W7 TP APAIC4131-E T,FnvL-[uN, o, NDS PIAT MN ll�,SIGN ,.'EC, PLATE- APE M P OF (WJ4,S/Y)ASTM A653 6PAD F--I.. Oft TOTLD, PSF I T A ` OCA -ILY �LATE� 0 EV H FAZE n� Al'o, �H�C�� PTH",PW�7� [,OCA 160A-ZANqEMUN OF rOLLOWED B, iL� HALL —---------- r ON_111,3-' !)PAWIN, 1NDICATE7' ACCTPlAlrF OF DUR. FAC, 1.00 THE TPU-, cFMPIINCNT DE-11314 -HOWN I HE • T"P PCVPON-�Lll�1'1 �!F fHE.Pill TIIX, a, a a ASCI-: 7-98, 120 IIPH WIND `PEED, 30' MEAN HEIGHT, ENCLOSED, I 80 MPH WIND, 30.00 FT MEAN HG`I". ASCH r-93. CLOSED BLDG, 80 MPH WIND, 30.00 FT MEAN HGT. SBC, 100 MPH WIND, 30.00 FT MEAN HGT, A5( LOCATED ANYWHERE IN ROOF, 100 MI FROM COAST, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAl CAT 1, EXP C. WIND TC DL=5.0 PSF, WIND BC DL.5.0 PSF, WIND TC DL=5.0 PSE, WIND BC DL=5.0 PSF, EXP, C, WIND TC DL---5.O PSF, WIND BC DL=5.0 PSF, NOTE: TOP CHORDS OF` TRUSSES SUPPORTING PIGGYBACK CAP TRUSSES MUST BE ADEQUATLY BRACED BY SHEATHING OR PURLINS. PROVIDE DIAGONAL BRACING OR OTHER SUITABLE ANCHORAGEA TOO PERMANENTLY RESTRAIN PURLINS. DETAIL �FLAT TOP CHORD <= 12' PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON (0.148"x3") NAILS. 12" MIN RIGID SHEATHING OVERLAP WITH 8d COMMON (0,131"x2.5") �-�� _ = "•< % OR GUN NAILS IN OVERLAP ZONE SPACED AT 4" O.C. ------------ ..+ 1 FLAT TC BRACING E j PER ENGINEERS SEALED DESIGN DETAIL D FLAT TOP CHORD <= 20' PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) LOCI COMMON (0.148"X3") NAILS AND SECURED WITH 2X4 #3 GRADE SCAB (I SIDE ONLY ATTACHED WITH 10d COMMON NAILS AT 4" O.C_ FLAT TC BRACING E PER ENGINEER'S SEALED DESIGN /�r CAP TRUSS TOENAILED TO TOP CHORD BRACING AND SECURED WITH 3X8 TRULOX PLATES (EACH FACE) AT EACH END AND AT 1/3 POINTS. DEi TAIL C CIRCLED NUMBER INDICATES REQUIRED NUMBER OF 03120" X 1.375` NAILS PER FACE. SEE DRAWING 160TL FOR TRULOX INFORMATION. r FLAT TOP CHORD <= 30' IN LIEU OF TRULOX CONNECTORS, ALPINE 62PB SPECIAL 11/ `.\ /jay`\ PIGGYBACK CONNECTORS MAY BE USED. SHOP APPLY TOOTHED PORTION, FIELD ATTACH TO MATING TRUSS i WITH (4) 0 120' X 0.375" NAILS MINIMUM EACH FACE. l4 \� -�`14� — - � - - — (4) 8d COMMON NAILS (0.131"X2.5") FLAT 'PC BRACIN' 8 XQ" X 1/2" RACED SHEATHING GUSSETS (EACH PER ENGINE FACE MAY BE USED IN LIEU OF TRULOX PLATES, SEALED D ATTACH WITH (8) 8d COMMON NAILS PER GUSSET, IF.W* (4) IN CAP BC AND (4) IN BASE TRUSS FLAT TC. `rf,•'tij +� .� DRAWING REPLACES DRAWINGS 581,670 & 961,860 —WAP ING- ',POSSES REtt IPE EXTREME CAPE IN FABPICATIN[, HANDLING .NIPPING, INSTALLING AND e i �C i T PSF REF PIGGYBACK jjr GYB A C PEAL N , FCP TO ECSI G BI1-MNG COMPONE T SAFE I(FORMA MNT F i6LISHEL $t 1FS � E ,S � No. LL Ll� iVIT 1 ti It PLATE INSTITUTE, 58 D'ONO RIO TIP, SUITE 200,MALI UN. rI 53719T AND WTCA TWOOD THU s LDUNCIL � : �+ — OF AMERICA 63,31) ENTERF'P- , LN, MADI ON WI 5? i Fpr, -,AFETY PRACTICES PAIOR TO P Rf HRM,Nv # I✓ D1, PSF DATE 11/T2�}�'03 THESE FUNCTj{}nd:. UNLESS NTHER`JISE INDICATED, TOP VHDP.D SHALL HAVE PROPERLY ATTACHED '* • 7f _ ;TRULTUFA PANEL Arn BHTTur+ cF+oRn r+a i ,IAtiE A FeoPERw ATTac+cn RtrIC CEILING '�^A C DL PSF' DRWG PIGBACKA1103 —IMPOPTAN .wry f LGN SH COPY OF THISIE R L4 TO IN ALLA TION CIINTRr'ACTu. ALPINE ENt I JEEPED a• S 4M O �f RF't]il LT INC„ HALL HOT K PE'OON 76LE FOP Alf C IATIC N FROM THIS DE:IGNI HNf FA LLIP�E TO �i n .}/�/� -} — � Jh' FUILD THE TRU IN CHNFEPMAN E ''wI N IH TIP F PP A.ING HANDLING, HIPP NG, ItE TALt Nt 3 /�1 e � lC_UV ' (y PSF ._.�._..._ {/ (y�}(,�� .���� F DL , AR MA OT PFU k SES FIl gNFOP WITH AR CABLE PPOt IONS I7 NP tNAT ON i DE IfiN .FEC, •.r.+r � TOT LD MAX � ` R•t/il s V IYS [2 a.J ^^{I TR ! INF 0NNELTR PLATE ARE DE OF 26 18 IbGA iWH S Y) TM 6 T IlE ��`�1� ;FEE' A PLY PLATE TO E H ACE OF at„ FND JFJL i'; '7TH RI,N`E OCAfE �•••r'••�� j7 nRAJSNt, 3 A Z. A NIPE TIE'J OF PLATE =Ott❑ ED BY ,}> ,HIL!_ yM�� -- — ---- -- A .FAt_ €1N THL, DPA✓fN JHDI�ATPY ACCEPFANCL Of F r W FDF THE TPU-' LOMPTINFNT DESIGN '.ON THE DIT R. IAC. 1. .E1 .—11C IS THE PC DNSIIHLITY EF 'HE HUD'MNG _ TOP CHORD 2X4 g2 OR BETTER ' t V L ]�L T 1"p t tJ BOT CHORD 2X4 ##2 OR BETTER 1 1 WEBS 2X4 #j3 OR BET'T'ER --- SPANS UP TO REFER TO SEALED DESIGN FOR DASHED PLATES. JOINT SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TYPF. 30' 34' 38' 52' TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. A 2X4 2.5X4 2.5X4 3X5 PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO ---- — TRUSS TOP CHORD WITH 1.5X3 PLATE. B 4X6 5X6 5X6 5X6 ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK _ IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. C 1.5X3 1.5X4 1.5X4 1.5X4 REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. D 5X4 5X5 5X5 5X6 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: 110 MPH WIND, 30' MEAN HGT, ASCE 7-93, CLOSED BLDG, 130 MPH WIND, 30' MEAN HGT, ASCE 7-98, CLOSED 4X6 OR 3X6 THULOX AT 4' OC, LOCATED ANYWHERE IN ROOF, 1 MI FROM COAST BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP. C, E ROTATED VERTICALLY CAT I, EXP C, WIND TC DL=5 PSF, WIND BC DL-5 PSE WIND TC DL-5 PSF, WIND BC DL-5 PSF _.. 110 MPH WIND, 30' MEAN HGT, SBC ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO WIND TC DL=5 PSF, WIND BC DL-5 PSF BE CONNECTED. REFER TO DRAWING 160 '1'L FOR TRULOX FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE INFORMATION. PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. ,/MAX SIZE OF 2X12 �� 2 OR BETTER WEB BRACING CHART E11 E� E E WEB LENGTH REQUIRED BRACING A E E LT E A E E 0' TO 79" NO BRACING —-- - ;- 1x4 'T" BRACE. SAME GRADE, SPECIES AS WEB / 20' FLAT TOP CHORD MAX SPAN 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB �"�' \� / MEMBER ATTACH WITH_ 8d NAI_LS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB _ 10' TO 14' MEMBER, OR BETTER, AND 8076 LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. EI'T'HER PLATE \ OPTIONAL B — LOCATION IS SPLICE � B � B C ACCEPTABLE C B D-SPLICE * PIGGYBACK SPECIAL PLATE _ C B ATTACH 'TEETH TO THE PIGGYBACK AT THE TIME OF 2' - -_ C FABRICATION. ATTACH TO SUPPORTING TRUSS WITH TYP. B (4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY -�C PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND \ B SPACE 4' OC OR LESS. B C B C-TYP. O O o o c 0 0 2„ A -- — C o 0 0 0 0 12 *\ ; 12C 0 o 0 0 0 0 MAX C --- a�s . ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. Q�'G •. A G REPLACES DRAWINGS 634,016 634,017 & 847,045 --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABPICATMG, HANDLING, SHIPPING, METALLING AND DRACING. REFER TU BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS No-58752 MAX LOADING REI{ PIGGYBACK PLATE INSTITUTE, 583 D'ONOFRl❑ DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL -rt �+ OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING �* 55 PSF AT DATE 11/26/03 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 7� STRUCTURAL PANELS AND BOTTDM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, /Qc 1.33 DOR. FAC. DRWG PIGBACI{B1103 ..IMPORTANT— FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED �i STAT • n PRODUCTS, INC,. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO 50 CCF AT 7ALPINE BUILD THE TRUSS IN CONFORMANCE WITH TPI; OP FABRICATING, HANDLING, SHIPPING, INSTALLING & �DiQ3� /ZQQS •`� -ENG DLJ/KAR BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, •� [oR►OP:`may 1.25 DOR. FAC. BY AFSPA) ANC TF1. AL.P[NE CONNECT TOP, ELATES ARE MADE OF 20/18/16GA W H;S/K) ASTM A653 GRADE `- 40/60 (W K H.S) GAL J. STEEL APPLY PLATE. TO EAI H FACE OF TRl1SS AND UNLESS OTHERWISE LOCATED _(�/ �'••�• �7 47 PSF A•1• ON THIS DESIGN, LOS! IDN PEP ,DRAWINGS I_LA-Z. All, NSPECTIGN OF PLATE FOLLOWED BY (I) SHALL V n�I JAI ALPINE ENGINEERED PRODUCTS,INC. BE PER ANNEX A3 HF TPS I-ton SEC. 3 A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF 1.15 DOR. FAC. POMPANO BEACH,FLORIDA PROFESSIONAL ENGINEFPTNG RESPONSIBILITY SOLELY FOP THE TRUSS COMPODESIGN SHOWN DESIGSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE P.ESPONSIBIL IT Y OF THE BUD-DING --" - -'— ., -.. CES R ANS :5 .` _ ^ - LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 3 /21/2005 Re: Lot 34 Paradise Preserve, Jax. Beach, Fl. Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 2001- FBC for three second gust wind speeds of 120 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 2001- FBC as long as sheets #S-1 through #S-4 of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear wails segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that I have no knowledge of any subsurface soil condition report ; thus, all footings were designed assuming an allowable soil bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report that will affect the above mentioned assumption, then I shall be notified and possible footing design revisions may need to be implemented prior to commencing with footings work. Please let me know, if further help is needed. Sincerely 1%)G�Ll— Louis J. Gabriel, P.E. WIND FORCES STRUCTURAL ANALYSIS FOR LOT 34 PARADISE PRESERVE, JAX. BEACH, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF THE 2001- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE: MARCH 21ST , 2005 3 /2t fps 4 S ate het 3/20/05 L, r6ll ( . 10 eGvlP e 75 u b3 Ye s :�+ c �a:s tlx e PAL 5 tr tuYa L ct tri b5 RD p w a.c,t FLD o r 01-A o,o F TYu SSG i ���o r �Y: 1 Slcl t 1Y1C�1 rGEYI�"Lr'Y►.. QItE,�t :Gti.ur , .. .00 .. LAM. A tcryiEv� l,e blorK t �e: h v►4 O e�tS.e. $ e,, vel A�-Q Yom^+Farc� er+ , Ago weW Shyt Al" : Irk� Db C P ti� l Tom 17- ca, .opt,. nl ss vt 07' 900G ku L 16 Ft 0 2Z00 Pb g Sheet of ?ATE: IJTO1 o5 L- C7A6(t I O t 34 PGua.��te. B lW wj c p tej Z� 17,0 IY1�1� t 3 see AAs t) 5 ttr�&* 4we- Lei) -t(--a— 60" w, �t CA;jl..t, �X oSwt¢. << " > I►M►�attaNce F�,ttoc, l = 1-'4 � Ycs /No i�+nt r�b�is r �tsh Q e1 /NO) 1 F L3es to to wuu;-, oma- wIN - Panel Span:g 2 ft 2 ft<Panel$Pan 4.ft<Panel Span 6 ft<Panel Sp0n,; c4ft <6.ft <fift 2112.6 Wood Scmw3 16 16 12 9 21/2 MS Wood Sorews3 16 16 16 12 Double-Headed Nails 12 6 4 3 SI;1 X25.4 mm I foot-305 mm Now: 1. Via table is bap d ea s msaimnm wind*=#of 1WROh(O +r sa#hi9�Lic€4 li$1�eE tEC►tktl.M 1#tse . �. Itasuasesi s1w►i, : a1t ani i�d�vxa�tl�paael. 3. VW�ies•aaNaMa .,` 19r1N1� � U!4'lYbetuwGhaduaulrriPtinar! ttiuMatwlkarariaR;saAitakaaatvieavakvaDa .... ity d 4SV-lb a. rINswafl'yd�. siu< W . rola E . S �S acts oy eov% vKe- C YtS a tY�c.. u�u�r � �n F sh�� C�ow�n•r►��� ct� �� hS.H � 11 h �uA W- ►�J l W 34fax)4 F Or %J UPOA M-v\ . NMQt S P4ze A (i, 0-4— ��ju - BZ IbIb$ �n,�c u Pt- �e�r F� crn N� w�R cosi s s tr�wre Vow ��► F� , t � � , �c tit"ab Sheet _of )ATE: 3 rZa�a� L• c%6l e ., P•1. h►c v?t) t sty 'fW i s 5 }o H ,„s� � 1, v� �� pT� YeJ11J d ?-fdV%'dcAz - �1INO'� C. sZA 1�b4 V 3 82 F.POIA 4, IL” 4 s teaL POJ, c1-)I Cao o-C, Y �j 0) Iamb G MAA . eLOtok- W^,U Cc ►St^c ► C Yc ! 0- • - t - �� .�. SSI Q fi O . z fib �� o ea�6, o" : 17,M 1506 (3 Si F� = 36,000 P5 �.z A TA —. /� l l�r� �"�,•, ,n► 219 0 16.1 or 1 . 190 IbS �+.Y is ic.k Yo Steel. A36 t,Jaih•rj... ar�tit -�. FbG@ltrzl.-27._ks if [ a+E I. (wGcJ)_ A00 . s�.—,—�,�... _ b _-(tAq.o�/CC�Zi�n)c�rq�-tats)).= 54s ps► -�Ca2lur►•�= C9oo)CI.3?1 = 53�- Qs► 5.45,psi o-K Fz•.[��� . Co:-res)C�15XSq�c�(i11)=4d&l- 1MOFbi =M/5 qo id-0024ENi 5299LCZ7000)(�33) 5�ear A.rA I "sive► OV% Awc, ar ZOU-S d 4LLVW A 6le Trr+ 6 V—" V-^ '/Z C+ ASL Ft 1=7 1440 16, (f ce a6ove) A U[uu 4ole S�vteo+,r UV► �/Z �' f13 G ho W = 350 Fri► A6 or 0-1186 F� A0UIJ41i4 350 1q 57 16s i rn rrfrn nrrrurnrn rrnrurnn rrunrnrnurnrrnrunrrrrrnrrrrrrrnrrrrunrurrrnnrurnnnrrrnrrrrnnrr�rnc�„..,�.��mnrnurrrtnrrntrrnrnrrtrnrtttrnrnnnrnurunrnnnnnrcrrnrnrrn nnrrrrrnrnrrrnrrtrnnrnrrnrnrruiwnr cr TABLE 1606.2A c MAIN WIND FORCE INSISTING SYSTEM WIf4f)LOADS FOR A�tLIDING WITH A MEATI ROOF HEIGHT OF 30 FEET LOCATED IN pap EVostrre 8 r- m J Norizontal loads" Vertical Loads(psi) Max.Horizontal Wall Loads4(psf) N Windward a End Zone Interior Zone End Zone interior Zone Overhang Zone Wind Roof Velocity Load angle Windward Leeward Windward Leeward End Interior (mph) Direction (degrees) Wail Roof3 Wail R0013 Roof Roof Roof Roof Zone Zone 1E 4E 1 4 90 Transverse 0-5 12.8 -6.7 8.5 -4.0 -15.4 -8.8 1 -10.7 -6.6 - 1.6 -16.9 10.0 -7.5 7.2 -5.8 20 17.8 -4.7 11.9 .6 -1.5.4 -10.7 -10.7 -8.1 -21.6 -16.9 12.0 -10.1 8.8 -7.5 30< an to 5 45 14.4 9.9 11.5 .9 5.6 8.8 4.8' -7.5 -5. -5.8 11.0 -8.1 9.1 -6.8 Longitudinal All angles 12.8 -6.7 8.5 -4.0 -15,4 -8.8 -10.7 -6.8 -21.6 -16.9 10.0 -7.5 7.2 -5.8 100 Transverse 0-5 15.9 -8.2 10.5 .9 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 12.0 -9.3 8.8 -7.2 20 .0 -5.8 14.6 -3. -19.1 -13.3 -13.3 -10.1 -26.7 -20.9 15..0 -12.5 10.8 -9.3 30 r angle 45 17.8 12.2 14.2 9.8 6.9 -10.8 5. •7 3. -'10A 11.3 -8.4 Longitudinal All Angles 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -26:7' -20.9 12.0 79.3 8.8 -7.2 110 Transverse 0-5 19. -10.0 12.7 5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 15.0 -11.3 10.7 -8.7 0 26.6 -7.0 17.7 -3.9 -23.1 -16.0 -16.0 -1 -32.3 25.3 18.0 -15.1 13.1 -11.3 0 < an le 45 21.6 14.8 17. 11.8 8.3 -13.1 7. -11.3 -7.6 -8.7 16,0 -12. 13.7 -10.1 Longitudinal All Angles 19.2 -10.0 12.7 -5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 15.0 -11.3. 10.7 -8.7 120 Transverse 0.5 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 1 -12.1 -38:4 -30.1 17.0 -13A 12.7 -10.3 20 F25.7 -8.3. 21.1 -4.6 =27A -19,1 -19.1 -14.5 -38.4 -30.1 22.0 -18.0 15.6 -13.4. 30 < an les 45 1 .6 20.4 14.0 9.9 -15.6 8.6 -13.4 -9.0 •10.3 19.0 -14.5 16:2 -12.1 Longitudinal All Angles 11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -38.4 -30.1 17.0 -13.4 12.7 -10.3 130 Transverse 0-5 -13.9 17.8 -8.2 -32.2 -18.3 ',-22.4 -14.2 -45.1 -35.3 20.0 -15.7 14.9 -12.1 20 37.1 -9.8 24.7 -5.4 -32.2 -22.4 . 'k'-22.4 -17.0 -45.1 -35.3 25.0 -21.1 f8.3 .-15.7 30 < n le< 45 30.1 1 20.6 24.0 16.5 11.6 =18.3 tx' 0.0 ' -15.7 -10.6 -12.1 22.0 -17.0 19.1 -11.2 Longitudinal All Angles' 26.8 1 -13.9 17.8 -8.2 ,32.2 -18.1-"' -22.4 -14.2 -45.1 -35:3 20.0 -15.7 14.9 -12.1 140 Transverse 0-5 31.1 -16.1 20.6 1 -9.6 -37.3 -21.2 -26.0 -16.4 -52.3 -40.9 24.0 -18.2 17.3 -14..0 -n 20 43.0 -11..4 28.7 1 -6.3 -37.3 -26.0 -26.0 -19.7 -52.3 -40.9 29.0 -24.5 21.2 -18.2 0 30 < an le S 45 35.0 23.9 27.8 1 19.1 13.4 -21.2 11.7 48:2 -12.3 -14.0 26.0 -19.7 22.1 -16.4 Longitudinal All Angles 31.1 -16.1 20.6 1 -9.6 -37.3 -21.2 -26.0 -16.4 -52.3 -40.9 P27.0 -18.2 17.3 -14.0 v a 150 Transverse 0-5 35.7 .1&5 23.7 -11.0 -4 .9 -24.4 .29.8 -18.9 -60.0 -47.0 -20.9 19.9 -16.1 ca 0 49.4 -13.0 32.9 .2 -42.9 -29.8 -29.8 22.6 -60.0 -47.0 -28.1 , 24.4 -20:.9 G r 30 < an le 5 45 40.1 27.4 31.9 15.4 -24.4 13.4 -20.9 -14.1 -16.1 -22.6 25.4 -18.9 g Longitudinal All Angles 35.7 -18.5 23.7 -11.0 -42.9 -24.4 -29.8 -18.9 -60.0 -47:0 -20.9 '19.9 -16.1 Z o For SI: ! ftz=0.0929 mz,,l mph=0.447 m/s,1 degree of angle=0.01745 rad,i psf=47.88 N/mz. m Notes: r Pressures for roof angles from 5 to 20 degrees shall be interpolated from the table. 2 Pressures are the sum of the windward and leeward pressures and shall be applied to the windward elevation of the building in accordance with Figure 1606.2(c). m 3 It pressure is less than 0,use 0. - 4 Pressures shall be applied in accordance with Figure 1606.2(b). bO- IA'OJxC ti Sa 1 _ \N _ SLOPE I¢ ! (r • 12 SLE 'I I I U I II \ •r . I ! (I I I I ECOND LEVEL --------- -------------------------- - -- ------- --- _� 1 r /_ RJD(3E RIDGE -- lui rnve•eao. ---- -----�— - — SECONDLEVEL SLOPE �I I ¢ SLOPE 1 II II II II f I! jl II 1! 1� i br b m' 4 R. a A • .r n M WALL W" .F' ..0. "0A.M." .D. "t'ar t, Mn: (ft) {R) (ft) (ib) (lb/ft) Ob/ft) (€t) (Ib) (unit _ fro 14 - �� qqo8 Gn 160 is 1.3.3 't to 25 Ilitb zz 179't 1.3) � "1t2� c to Z �81 Z'5000 N &ZSa 1.31 q �#L 2a IZ4u 113 PJ/4 tit NSA (-Sl 1144 67 — "HAL TO 1.33 WRtCH IS WIND MAGNIFYING FACTOR. OnACING AT PANEL EDGES AND iSHEAR WALL CALCULATIONS IS., OR THE SCREWS — z'iPORTS FOR I 1 t t A 1 I e"' Sheet 1tL Lnt 13 I W al s NaI d,,s ,�.ps o cs� s ski ms wws crI t��� 1.t1�u pe_ I iJ c,.�Ji © FcJ r Nr �' C IbslF�) - tii3►6 � 1Z 3bo � Q� ! oY c � (L131(�)� t� ) 100 3m OPEN TO BELOW t.:J r wAu r��cnT 80`2 .1—11;_` LOFT BATH 3 3 1VAULTED TO 8' BEDROOM C TN Al CLO 2888 14�-BMX 1Y-4° 3050 SH 3060 SH 0 84'AFF O 84'AFF Q ————— 3050 SH 3050 SH �12'X 2 U 0 84'AFF 0 84'AFF W 4f VAULTED TO 8'CLO. 2888 i D �'{ VAULTED TO a RI ES a L � JT7 /8 R S --R 5 2030 SH W 0 66'AFF Z. 2030 SH 3 STACK 0 66'AFF SHOE RACK TOP SHELF 0 36'A.F.F. FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Bestcon Homes,Shearwater Plan Builder: Bestcon Homes Address: Lot 34 Paradise Preserve Permitting Office: Atlantic Beach City, State: Atlantic Beach, Fl Permit Number: Owner: Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:48.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ j SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap: 18.0 kBtu/hr j 5. Is this a worst case? Yes _ SEER: 12.00 _ 6. Conditioned floor area(ft2) 2642 ft2 c. N/A 7. Glass area&type Single Pane Double Pane _ - a. Clear glass,default U-factor 0.0 ft2 447.0 ft2 _ 13. Heating systems b. Default tint 0.0 ft2 0.0 ft2 _ a. Electric Heat Pump Cap:48.0 kBtu/hr - c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF:8.90 _ 8. Floor types - b. Electric Heat Pump Cap: 18.0 kBtu/hr _ a. Slab-On-Grade Edge Insulation R=0.0, 192.0(p)ft _ HSPF:6.90 b. N/A _ c. NIA _ c. N/A - 9. Wall types _ 14. Hot water systems a. Frame,Wood,Exterior R=1 1.0, 1746.0 ft2 _ a. Electric Resistance Cap:50.0 gallons b. Frame,Wood,Adjacent R=11.0,241.0 ft2 _ EF:0.91 , c. N/A _ b. N/A _ d. N/A e. N/A c. Conservation credits _ 10. Ceiling types _ (HR-Heat recovery,Solar a. Under Attic R=30.0, 1946.0 ft2 _ DHP-Dedicated heat pump) b. Under Attic R=19.0,336.0 ft2 _ 15. HVAC credits _ c. N/A (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts _ HF-Whole house fan, a. Sup: Unc. Ret:Con, AH(Sealed):Garage Sup.R=6.0, 150.0 ft _ PT-Programmable Thermostat, b. Sup:Unc. Ret Unc. AH(Sealed):Attic Sup.R=6.0, 100.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.17 Total as-built points: 35169 PASS Total base points: 35557 I herebycertify that the plans specifications covered Review of the plans and 114E SP 41' fY P p b this calculation are in compliance with the Florida specifications covered by this yon = 9TFo Energy Code. calculation indicates compliance with the Florida Energy Code. �� "' o PREPARED BY: Before construction is completed a v ji ' DATE: this building will be inspected for � a , 1 hereby certify that this buildin , as designed, is in compliance with Section 553.908 flc �yON, compliance w-Wilhe Flori ergy Co Florida Statutes. oD wr' OWNE /AG BUILDING OFFICIAL: DATE: D DATE: __ EnergyGauge®(Version: FLRCPB v3.30) - FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 34 Paradise Preserve,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2642.0 20.04 9530.2 Double,Clear N 7.0 8.0 36.0 19.20 0.73 505.0 Double, Clear N 6.0 8.0 7.0 19.20 0.76 101.7 Double,Clear W 1.4 8.0 72.0 38.52 0.97 2679.5 Double, Clear W 1.4 8.0 22.0 38.52 0.97 818.7 Double,Clear S 1.4 8.0 72.0 35.87 0.94 2417.5 Double,Clear E 24.0 8.0 10.0 42.06 0.36 150.1 Double,Clear S 8.0 8.0 45.0 35.87 0.52 840.2 Double,Clear E 1.4 8.0 111.0 42.06 0.97 4507.8 Double, Clear N 1.4 8.0 12.0 19.20 0.97 224.1 Double,Clear W 1.4 8.0 30.0 38.52 0.97 1116.5 Double,Clear E 1.4 8.0 30.0 42.06 0.97 1218.3 As-Built Total: 447.0 14579.4 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 241.0 0.70 168.7 Frame,Wood, Exterior 11.0 1746.0 1.70 2968.2 Exterior 1746.0 1.70 2968.2 Frame,Wood,Adjacent 11.0 241.0 0.70 168.7 Base Total: 1987.0 3136.9 As-Built Total: 1987.0 3136.9 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 91.0 6.10 555.1 Exterior 91.0 6.10 555.1 Adjacent Wood 19.0 2.40 45.6 Base Total: 110.0 600.7 As-Built Total: 110.0 600.7 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1902.0 1.73 3290.5 Under Attic 30.0 1946.0 1.73 X 1.00 3366.6 Under Attic 19.0 336.0 2.34 X 1.00 786.2 Base Total: 1902.0 3290.5 As-Built Total: 2282.0 4152.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 192.0(p) -37.0 -7104.0 Slab-On-Grade Edge Insulation 0.0 192.0(p -41.20 -7910.4 Raised 0.0 0.00 0.0 Base Total: -7104.0 As-Built Total: 192.0 -7910.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 2642.0 10.21 26974.8 2642.0 10.21 26974.8 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge®lFlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 34 Paradise Preserve,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT Summer Base Points: 36429.1 Summer As-Built Points: 41534.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 41534.3 0.727 (1.081 x 1.147 x 0.95) 0.284 1.000 10602.5 41534.3 0.273 (1.090 x 1.147 x 1.05) 0.284 1.000 3975.9 36429.1 0.4266 15540.7 1 41534.3 1.00 1.234 0.284 1.000 14578.4 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeStRaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 34 Paradise Preserve,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2642.0 12.74 6058.6 Double,Clear N 7.0 8.0 36.0 24.58 1.02 899.6 Double, Clear N 6.0 8.0 7.0 24.58 1.01 174.6 Double,Clear W 1.4 8.0 72.0 20.73 1.01 1505.9 Double,Clear W 1.4 8.0 22.0 20.73 1.01 460.1 Double,Clear S 1.4 8.0 72.0 13.30 1.03 984.9 Double,Clear E 24.0 8.0 10.0 18.79 1.51 283.2 Double,Clear S 8.0 8.0 45.0 13.30 2.73 1634.5 Double,Clear E 1.4 8.0 111.0 18.79 1.02 2121.7 Double, Clear N 1.4 8.0 12.0 24.58 1.00 295.1 Double,Clear W 1.4 8.0 30.0 20.73 1.01 627.4 Double,Clear E 1.4 8.0 30.0 18.79 1.02 573.4 As-Built Total: 447.0 9560.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 241.0 3.60 867.6 Frame,Wood, Exterior 11.0 1746.0 3.70 6460.2 Exterior 1746.0 3.70 6460.2 Frame,Wood,Adjacent 11.0 241.0 3.60 867.6 Base Total: 1987.0 7327.8 As-Built Total: 1987.0 7327.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 91.0 12.30 1119.3 Exterior 91.0 12.30 1119.3 Adjacent Wood 19.0 11.50 218.5 Base Total: 110.0 1337.8 As-Built Total: 110.0 1337.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1902.0 2.05 3899.1 Under Attic 30.0 1946.0 2.05 X 1.00 3989.3 Under Attic 19.0 336.0 2.70 X 1.00 907.2 Base Total: 1902.0 3899.1 As-Built Total: 2282.0 4896.5 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 192.0(p) 8.9 1708.8 Slab-On-Grade Edge Insulation 0.0 192.0(p 18.80 3609.6 Raised 0.0 0.00 0.0 Base Total: 1708.8 As-Built Total: 192.0 3609.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 2642.0 -0.59 -1558.8 2642.0 -0.59 -1558.8 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 34 Paradise Preserve,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT Winter Base Points: 18773.4 Winter As-Built Points: 25173.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 25173.3 0.727 (1.060 x 1.169 x 0.95) 0.383 1.000 8618.6 25173.3 0.273 (1.069 x 1.169 x 1.05) 0.494 1.000 4168.8 18773.4 0.6274 11778.4 25173.3 1.00 1.229 0.408 1.000 12624.3 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot 34 Paradise Preserve,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.91 3 1.00 2655.47 1.00 7966.4 As-Built Total: 7966.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 15541 11778 8238 35557 14578 12624 7966 35169 PASS yo�IKE so /fillc fy�0D wv � EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot 34 Paradise Preserve,Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE HECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. _ Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. \ EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor; around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a \ sealed box with 1/2"clearance&3"from insulation; or Type IC rated with<2.0 cfm from \ conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. q Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, Additional Infiltration re is 606.1.ABC.1.3 I have combustion air. I 6A-22 OTHER_PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)__ COMPONENTS_ SECTION REQUIREMENTS _ _ HECK Water Heaters 612.1 i Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80_PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. \ HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) k DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.3 The higher the score,the more efficient the home. Lot 34 Paradise Preserve, Atlantic Beach, FI, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:48.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap: 18.0 kBtu/hr _ 5. is this a worst case? Yes _ SEER: 12.00 6. Conditioned floor area(ft') 2642 ft2 c. N/A _ 7. Glass area&type Single Pane Double Pane a. Clear-single pane 0.0 fit, 447.0 ft2 _ 13. Heating systems b. Clear-double pane 0.0 ft2 0.0 W _ a. Electric Heat Pump Cap:48.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ftz 0.0 ft2 _ HSPF:8.90 d. Tint/other SHGC-double pane b. Electric Heat Pump Cap: 18.0 kBtu/hr _ 8. Floor types _ HSPF:6.90 - a. Slab-On-Grade Edge Insulation R=0.0, 192.0(p)ft _ c. N/A _ b.N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=11.0, 1746.0 ft2 _ EF:0.91 Y b. Frame,Wood,Adjacent R=11.0,241.0 ft2 _ b. N/A _ c. N/A _ d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1946.0 ftz _ 15. HVAC credits b. Under Attic R=19.0,336.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc, Ret:Con. AH(Sealed):Garage Sup.R=6.0,150.0 ft _ MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Sealed):Attic Sup.R=6.0, 100.0 ft MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) 111E sT42 ' in this home before fispection. Otherwise,a new EPL Display Card will be completed > I0� based on installed C de coplian eatures. Builder Signature: Date: �,�ii a Address of New Home: �p7 �n��1/l;st Lone City/FL Zip: kQmc&2A ri or)ws *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar zmdesignation), your home may qualify for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaugeOO (Version: FLRCPB v3.30) RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Up Energy Design Systems 1065 Oak Vale Rd,Jacksonville,Fi 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project • f. For: Shearwater Plan, Bestcon Homes FI Notes: Design • Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 74 OF Design TD 33 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 60 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 8670 Btuh Structure 9731 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 8670 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 9439 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 460 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 883 Btuh VoluArea(a ((fti') 742 742 Total latent equip, load 1343 Btuh me 5936 5936 Air changes/hour 0.38 0.22 Total equipment load 10782 Btuh Equiv.AVF (cfm) 38 22 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. t w1r140htsaft Right-Suite ResidentialTM 5.0,66 RSR29784 2005-Mar-30 22:32:42 AM C:\Documents and Settings\customer\My DocumentslWrightsofhBestcon Homes Shearwater Plan.rsr Page 2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Down Energy Design Systems 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904287-5339 Fax:904287-1258 Email:energydesign@comeast.net Project For: Shearwater Plan, Bestcon Homes FI Notes: Design • Weather: Jacksonville, Mayport Naval, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 74 OF Design TD 33 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 60 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 31741 Btuh Structure 32922 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 31741 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 31934 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Area ftz Heating Cooling Infiltration 5948 Btuh ( ) 2 1902 Total latent equip. load 6638 Btuh Volume(ft') 19020 19020 Air changes/hour 0.80 0.46 Total equipment load 38572 Btuh Equiv.AVF(cfm) 254 145 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr10h1:soft Right-Suite Residential TM 5.0.66 RSR29784 2005-Mar-30 22:32:42 AGI.A C:1Documents and SettingMcustomerWy DocumentslWrightsomBestcon Homes Shearwater Plan.rsr Page 1 03/14/2005 15:18 FAX 904 482 1151 VENTURE TITLE BESTCON [a 002 WS(<C) Prepared by and Retum to: Casey Lane,an employee of Venom Title Agency,Ltd.,LLLP 171 OR BK 12377 Pepe 1507, 4315 Pablo Oaks Court flat Jacksonville,Rodda 32724 Nur„bdr Peots d pypM2oos St 10.23 AM, (904)482-1150 Flkd a Reraded ECORLF" SE CIRCUIT COURT D1►VALCCUN NOTICE OF COM MENCEMENT State of Florida County of Duval The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes,the following information is provided In this Notice of Commencement. I. Description of property: 1� , Lot 34, PARADISE PRESERVE,according to the plat thereof,as recorded In Plat Book 57, C G pages 31, 31A through 31C,of the Current Public Records of Duval County,Florida. ?� 2. General Description of Improvements: Single Family Dwelling and Other improvements 3. Owner Information: Sestcon,Inc.,a Florida Corporation 4A04 Marsh Landing Blvd.,Suite 6 Ponta Vedra Reach,FL 32082 a. Interest in property: Fee Simple 4. Contractor: Bestcon,Inc. 4400 Marsh Landing Blvd.,Suite 6 Ponte Vedra Beach,FL 32082 S. Surety: 6. Lender Information: AmSouth Bank 10245 Centurion Parkway, 2nd Floor Jacksonville, FL 32256 7. Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1)(A)7: Florida Statues: None 8. In addition to himself, owner(s)designates: To receive a copy of lienor's notice as provided in Section 713.13(1)(B), Florida Statues 9. Expiration of Date of Notice of Commencement(The Expiration date is(1)year from the date of recording unless a different date is specified). Other expiration date: ul W. Nlchols Page i or 2 801497 Received Time Mar - 14. 3 : 26PM 03�2005 15:18 FAX 904 482 1151 VENTURE TITLE BESTCON X1003 State of Florida County of Duval THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED before me on February 23, 2005, by Paul W. Nichols as President of Bostcon,Inc.,a Florida Corporation who is personally known to me or who has produced a valid driver's license as Identification. N ARY PUBLIC N NYN EW I 816111 My aw Page 2 of 2 801497 Received Time Mar - 14• 3 : 26PM 4 CITY OF ATLANTIC BEACH 1; 800 SEMINOLE ROAD =1 ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 05-00031571 Date 11/03/05 Property Address . . . . . . 691 PARADISE LN Tenant nbr, name . . . . . . NEW SERVICE 200AMP/240VLT Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation 0 Owner Contractor ------------------- ----- ------------------------ DYNAMIC ELECTRIC COMPANY PO BOX 16351 JACKSONVILLE FL 32245 (904) 726-8144 ------------------- --------- ------------------------------------------------ Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . 00 Plan Check Fee . 00 Issue Date 11/03/05 Valuation . . . . 0 Expiration Date 5/03/06 ----------------------- ----------------------------------------------------- Special Notes and Comments NO CHARGE PERMIT. CUSTOMER HAD CREDIT OF $70 . 00 WHICH WAS APPLIED TO THIS PERMIT. NO REMAINING CREDIT BALANCE. Fee summary Charged Paid Credited Due -------------- --- ---------- ----------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL 11/03/2005 09:35 7268117 PAGE 01 ,. CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Z_i a s� Property Address: �' 9� ��G+<� � btt�, _i j Owner: CLQ Telephone#• J10-J?cf 7 Contractor: .Ou���r .�'. G Telephone#• 75'9 064- Contractor Address: -32VO" .rs, 7,"-064- Fax#: �S� -deo`f -J In conaidenatlonof permit give»for doing the work as desexibed in she above statetncnt, we haeby agrec to perform said prttk in accordance with Ow atached plow and specifications which are a part hereof and in accordance with the City of Atlantic Scachh ordi statfdvda of Bond lined therein. j B sg: Ba of Typet Cl Trailer sopowe. If grim #;s==crim) is New Residence 0 Temp. New I Cies more d Ws dingbaildg 0 Old 0 Commercial 0 Signs 3 Increase rtCW sitc, building U Re-wire O Addition Sq.Ft. L7 Repair Conductor S' O AMPS: W XV COPPER M ALUMMUM Switch or RACE BreakerAMPS 610-0 PH / W V01.7iflo� WAY Existing Service RACK L Size AMPS PH _Y W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE (Lighting Outlets CONCEALED OPEN _ Rec tacles CONCEALED OPEN --t---�-- - `_' Switches i I Incandescent twrescetet � M.V. FixedG BELL ApIliances t TRANSFER_ _ Air H.P.RAMG H.P.RATIM CELLIING KW-HEAT } Conditioniog COMP.MOTOR OTHER MOTORS AMPS HEAT j Motors 0-1 H.P.� �.. V0UTAOE PH NO. VER l H.P. : PfIS � v NO. KVA NO. KVA Transformers _.... .---- No.Neon Traost. Ea. 80000 Seminole Road*Atlantic Beach,Florida 32233-5445 Phone:(904)247-5600- Fax: (904)247-5845* tttp:lrwww.cl.atioatic-boach.tt-us 4 CITY OF ATLANTIC BEACH :. sJ E.LECTRICAL PERMIT APPLICATION a� ____ Date: Property Address: d 9 Pau�.�a"VLZ__ ( Owner; a��'-Cv-t-� ���.�_ .__ 'Telephone IContractor: 17 _� eG' • �1%�LC Telephone #: 7s9-od7d 7 j Contractor Address: 32PO ,Scc..�, � �. Fax#• gyri -49-0'f _ i In consideration of permit given for doing the work as described ir the above statement, we hereby agree to perform said.work in 1 .accordance with the attached plans and specifications which are a part hereof and in ac rordance with the City of Atlantic;Beach ordinane d standards-of-good rad' listed therein. __M- - y-- j Bu' Ing: Bni ng Type: _ C2 Trailer Ser ' e: if other cansrruction is New gr Residence ❑ Temp. New being done on this balding Or site,iist the building • Old 0 Commercial C8 Signs 3 Increase permit number; • Re-wire 0 Addition Su.Ft. J Repair Condo t rc of rc o Size. o AMPS: *A-0-0 COPPERr� AL Um Switch or IRACE Breaker AMPS o2c9� PH / W -3 Vol'T-O WAY �� Existing Service —`" ---------W--_..._. � kAC'Ir .�. Size AMPS PH� W VOLT WAY Feeders: _I NO. SIZE NO SIZE NO SIZE i Lighting Outlets— �u��—� Feeders: � CONCEALED � OPEN Receptacles iCONCEALED OPEN 0-In A MPS Switches i � Incandescent i Fluorescent M.V. _ Fixed 0.100 A—UPS _ OVER —� BELL Appliances _ i TRANSFER. Air H.P.RATING H.P.RATING CEILING Conditioning COMP.MOTOR OTHER MOTORS AMPS_ q HEAT MotorsM 0-d fi.i�. � VOLTAGE PH ,NO. OVER Z H.P. PHS Transformers NO. KVA NO. KVA No.Neon Transf: Miscellaneous J 800 Seminole Road - Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax. (904)247-5845 - http:/'/www.ci.atiantic-beach.ft.us Graham Shirley From: Graham Shirley Sent: Friday, March 10, 2006 10:17 AM 7o: 'Schweizer, Carol M.' Carol, 691 Paradise Ln permit 05 31571 passed final inspection 3.10.06 fax to follow thanks. Shirley 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00032307 Date 2/09/06 Property Address 691 PARADISE LN Tenant nbr, name IRRIGATION Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation 0 Owner Contractor ---- ---------- - --------- ------- ----------------- H20 MANAGEMENT, INC. 3731 C.R. 220 MIDDLEBURG FL 32068 (904) 282-6413 ------------------- ----------- --------------------------- -------- ----------- Permit . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 ------------------ - ----- ------ -------------------- -------- --------- --------- Special Notes and Comments OWNER MUST HIRE A PLUMBER TO INSTALL A BACKFLOW PREVENTOR & MAKE THE CONNECTION FROM THE PRIVATE PROPERTY! PLEASE CALL MALCOLM CLEMONS FOR INSPECTION AT 904 . 247 . 5839 . Fee summary Charged Paid Credited Due --------- -------- ---------- ---- ------ ---------- -- -------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH J PLUMBING,PERMIT APPLICATION Date: Io(, Property Address: 6Q J I AZA,AC E'_ ZA�. Owner: — J�n4eQ Telephone#: Y&-3 7y Contractor:��,,,Q 1?4,4q1yp6e1ne nJ4— Telephone#: -5-5I U Y`IL2 3z�toS' Contractor Address: 7 Fax#: 3 Contractor Signature: In consideration of permit given for doing the work as described:.in.the'above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a'part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein: Installation of plumbing and fixtures must be in accordance with.the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, W--'New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters I/ Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00= 800 Seminole Road-Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845- http:ttwww.ci.atlantic-beach.fi.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031579 Date 11/04/05 Property Address . . . . . . 691 PARADISE LN Tenant nbr, name . . . . . INSTALL 2 CU & 2 AHU Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BESTCON CHAPPELL HEATING & AIR 6451 BEACH BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 724-1344 ---------------------------------------------------------------------------- Permit . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 123 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- -------=-- Permit Fee Total 123 . 00 123 . 00 . 00 . 00 Plan Check Total . 00 00 . 00 . 00 Grand Total 123 . 00 123 . 00 . 00 . 00 R PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDM bi FICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT A�P/PLICATION Date: O- Property Address: /'Q dISL 2- C Owner: d/J Telephone#: Contractor:e plq 1010e` X,//c6 I'D Telephone#: 7 2-4/, 3 yf Contractor Address:6`yam &q- Fax#: Contractor Signature: In coas;dcration of Venni"given for doing the work ZWR in the above statement.we hereby agree to perform said work in acewlence with the attacersd pbw and specifications whidr are a part hereof and in accordance with ilw'City of Atlaatic Beach ordinances and standards of good Factice listed tberaia. Type of Heatia gel: If other construction is being done on this building 7Electtie or site,list the building permit number: ❑❑ G d LP _Natural _Central Utility 5-30 Q�,s oil ❑ Other— V MECCHAMCAL EQUIPMENT TO BE INSTALLED NATURE OF WORK O� eat _Space _Recessed i/Central _Floor Residential ir Conditioning _Roan yCG�entral : I=System: Material Thickness O Commercial! Maximum capacity cSm ❑ Refrigeration maximum New Building ❑ Cooling Tower:Capacity tttsm ❑ Fire Sprinklers:Number of Hexads o Existing Building ❑ Elevator: Manlift Escalator (Number) :/Zv ement of Existing System ❑ Gasoline Pumps (Ntanber}O Tanks (rlr) Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System Cl Boilers ❑ Gas Pipiog O Other-Specify O Other—Specify LIST ALL E UI PMENT AIR CONDITIONING,iltSF7tIC1ERATION BQU[PMIIAT&CONDENSOR'S Approving Number Units Description Model d manuficturer Ton's Agency 114HEATING—FURNACES,80RXRS,FIREPLACES&AIR HANDLER'S App-ing Number Ua is Description Modd d Maanflrcauer BTU's Agency / $ f /$' J � �IFCz/=v TANKS Nominal cwaaty Typo Lkpid Serial Approving How Mary R Dimensions Coutaioed Mstntaeturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800 9 Fax: (904)247-5845• http://www.cl.atlantic-beacb.fi.us Revised 1/04 Page I of I Cunningham, Kerri From: Walker, Chris Sent: Wednesday, January 18, 2006 3:20 PM To: Kaluzniak, Donna Cc: Cunningham, Kerri Subject: c/o for paradise preserve 691/820/850 Donna, We went over to do an inspection yesterday for these three lots and when we got there they had cut the cleanouts out and ran the laterals straight into the main so I made them replace the cleanouts and that was done today. Everything looks good. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD } ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030058 Date 6/21/05 Property Address . . . . . . 691 PARADISE LN Tenant nbr, name . . . . . . NEW SFR 1902RAD 3099SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 353920 Owner Contractor ------------------------ ------------------------ BESTCON BESTCON INC It 4400 MARSH LANDING BOULEVARD SUITE 6 PONTE VEDRA BCH FL 32082 (904) 246-3747 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 1257 . 00 Plan Check Fee 628 . 50 Issue Date . . . . Valuation . . . . 353920 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1257 . 00 1257 . 00 . 00 . 00 Plan Check Total 628 . 50 628 . 50 . 00 . 00 Grand Total 1885 . 50 1885 . 50 . 00 . 00 h PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CO k. BUILDING OFFICIAL PREPARED 6/20/05, 8 : 50 : 35 PAYMENTS DUE RECEIPT CITY OF ATLANTIC BEACH PROGRAM BP820L ---=-----'------------------------------------------------------------------ APPLICATION NUMBER: 05-00030058 691 PARADISE LN FEE DESCRIPTION AMOUNT DUE --------------------------------------------------------------------------- CITY RADON SURCHARGE . 47 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 13 . 94 AB CONSTRUCTION SURCHARGE 1 . 54 PLAN CHECK FEES 628 . 50 BUILDING PERMIT 1257 . 00 STATE RADON SURCHARGE 9 . 03 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 570 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 TOTAL DUE 4175 . 48 Please present this receipt to the cashier with full payment . PSC 2000 Series 2410 Log for Personal Printer/Fax/Copier/Scanner City of Atlantic Beach Bui 904-247-5845 Jun 20 2005 9:08AM Last Transaction Date Time Twe Identification Duration Pages -:Result Jun 20 9:07AM Fax Sent 92467126 0:35 2 OK } iLvf,L� CITY OF ATLANTIC BEACH Cc r� BUILDING / ZONING DEPARTMENT sS L. Higgins J 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us G� PLAN REVIEW COMMENTS Permit Application # Q:- — ,5ooS S Cl Property Address: �'q I T-a .A C)(5p'- I �-L Applicant: 6 ES7 -Co r L Project: Ll Elm sf- I `-- This permit application has been: Lam' Approved r7 Reviewed and the following items need attention: Please re-submit you pplication whe ese items have been completed. Reviewed By: Date: Date Contractor Notified: ' i t CI'T'Y OF ATLANTIC BEACH BIDING PERMIT APPLICATION (New/Residential &Commercial) Date: 4 Ines Job Address: t! Owner's Name: J r Address: Phone: Legal Descri tion: Block Number: Lot Number: Zoning District: Contractor: f State License Number: na aa-B bb Address: Phone: City: Stater Zip. _ 9 (0 Describe proposed use and work to be done: AIM - Vlle Present use of land or building(s): Valuation of proposed construction: v'V Is approval of Homeowner's Association or other private entity required?Mif yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? C7050. Applicant certifies that no change in site grade or fill material will be used on this project. ❑VES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. Applicant certifies that no trees will be removed for this project. offl VES. iPer emoval of Trees will be require for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree ,RCmoval ermits to be reviewed y the Tree Conservation Board,which meets two times each month. Procedure: In o ex ed a be of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 http://www.cLatiantic-beach.fLus Page 2 Revised 1. a In addition to construction and engineering detail,pians must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways, sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. I hereby certify that all infoatio provided with this application is correct. �/ Signature of Owner: Date: 7 o S I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and t and that the plans and supporting data have been or shall be provided as required. r' (flSignature of Contractor: Date: o 5 Address and contact information of person to receive all correspondence regarding this application(please print). Name: yy / / Mailing Address: " 1 � - Phone: a Fax: E-Mail: Jo rel, beskt)o)1yorS '4D/3'7 AS TO OWNER: `illy # Sworn to and st s* e4*lis / `7 day of ��/(����j 20 ♦ r *A. 01 Q �M1551p1y *��' State of Flot 8 Q y of Du�," e* • ,lune 19,2008 .*" Notary's Signature:do do 01 #DD314663 0•p`z s yo�,�,,��,� �h •� Personally known ® 9`•: , '�•��©♦ ❑ Produced identification ®®e �/C,•STA� o+, Type of identification produced AS TO CONTRA�1tt r ti♦ t� Sworn to and subscribed before me this_ day of_ ink ,20 U State of Florida,; al ftNo •JJ*.�ri ,,i Notary's Signature: �•�kA1 � N �, ,lune 19,2008 Personally known « , *a �,•* ❑ Produced identification ���•� �C1t.'i�g6r;3 10•Q'r Q• Type of identification produced 't' SfAA r�%800 Seminole Road Atlantic Beach,Florida 32233-5445 UA (904)247-5800 Fag: (904)247-5845 http://www.ei.atlantic-beaciLfLus Page 3. Revised 1/6 r' CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: Type of Development: Ncw ,, frv)e r�drvk;W DuLellim Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. Ito omply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordfances Se g the propo development. Applicant's Signature Date: t(J 0! i Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 FROM :CLARSOiJ a ASSOCIATES FAX' NO. :9©4 396 2633 o FCL,. 22 20©3 11:©IAM P3 MAP SHOWING PLOT PLAN OF LOW 34 AS SHOWN ON MAP OF PARADISE PRESERVE A.S RFOORDED IN PLAT BOOK 57, PAGES 31 THROUGH 31C OF 14E CURRENT PUBLIC RECORDS Ur DUVAL COUNTY, FLORIDA. FOR: BESTCON, IN(;. 8lrARING REFERE7dCE: SEARING SHOWN ON RIC411—Or—WAY UNE HEREON IS THE $AMF. AS SHOWN ON THE A80VE MENTIONED PLAT. - - • • � �� -- - — LECEND: _ WIM FABRICI. } OAK (V�+2 PCaM m —III STOW ro ddb,/// -1 — —, N.�:x x xow n sr f 7, TWN OAK } Ir `- �.7 SWEET Wil =�11 seal tIW OAK �Ep41WC f�tACE P MACNOiJA V—J'WA _TIntJ �t� ?�PECAN PALM ExM ME mo+C'� � � MYRTLE CAMPHOR ai ,J'amVWW PLYnt cc[ rc• RE OF G MET F CIM Y M �Roauwt+e PaolcclM TWAJ AfYRTLE 7AL�OW TRIPLE MYRTLE �\O �y, �4'!= IIrOC cul NAt6twL CM FW CIF FA6fMC A, LIBELC SILT CgqrC4Eg-2EgT o Ky 7. 4���7 0049fv �G ZD�tDS4D x G4T �C/N, (1�- j ct) cc g . ! L©7' 34 - -� � � oz *ozr) f ls) pm (17") _08-) W ,I fvw 102-00 s� a�343J �� U A k w \ (RADIAL) to C y a LOT 35 CITY OF ATLANTIC BEACH ' PUBLIC UTILITIES DEPARTMENT _ - r� 1200 Sandier Lane RE C D �f E D j Atlantic Beach,Florida 32233 CITY OF ATLANTIC BEACH (904)247-5834 BUILDING R Zr)NING I (904)247-5843 Fax www.coab.us APR n 7 2005 i PLAN REVIEW COMMENTS BY: t Permit Application # tS' 300 Sf5 Property Address: Applicant: �e5 1 GO►�. Project: Els. S�1 Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. )d Your permit application has been reviewed by the Public Utilities Department and the following items need attention: vn Fe ' M AAIU 4x E13 2. .�-- Yl(/Iv- Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904)247-5834. Revi ed by Donn 'ak, Public Utilities Director Date Signature If Contractor Notified Date Q P T/3 — 2- 7/�� CITY OF ATLANTIC BEACH s' PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane 1P`:F`*( M.0 Fd'dxYMdn W�~ Atlantic Beach,Florida 32233 a (904)247-5834 13 , (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # C6- -5f)0s e Property Address: (o 19 1 l L fF— L - Applicant: Lea—tc-ot-4-- Project: SFV , Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. o Your permit application has been reviewed by the Public Works Department / and the following items need attention: � 5'. -- N�ete ro�acce�pte onstruction i pu �c improvements comp �and � —Cit_y Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call(904) 247-5834. Reviewed by Ri C r,P.E.,Public Works Director Date `1 11 0 Signature Contractor Notified Date CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT r� 1200 Sandpiper Lane Atlantic Beach,Florida 32233 �J;t �• (904)247-5834 (904)247-5843 Fax www.coab.us A„ PLAN REVIEW COMMENTS Permit Application # OS' Soo Sh Property Address: Applicant: e5 i C-0 ►—L Project: I��, S o Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. )d Your permit application has been reviewed by the Public Utilities Department and the following items need attention: r- c. U rn FT Fa ' n� Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904)247-5834. Revi ed by Donn ak, Public Utilities Director Date Signature Contractor Notified Date 6&9a CITY OF ATLANTIC BEACH BUILDING / ZONING DEPARTMENT L. Maw J 800 Seminole Road Doerr x _ : Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # SCO �8 G - 1 Property Address: (o !q Applicant: + - Project: This perjuit application has been: VApproved 0-- Reviewed and the following items need attention: Please re-submit your ppli tion when these items have been completed. Reviewed By: Date: Date Contractor Notified: , � f �Iq �I r 1'.(r Development Standards Development standards and private covenants and restrictions shall be created to ensure contextual design elements. This section describes the various types of development standards, which shall apply to the Paradise ,'Pteserve PUD. a. Buildings and Lots The following section sets forth the lot and building requirements for the development. Lot and Building Requirements maximum allowed density 6 units/net acre maximum area occupied by buildings & structures in PUD 35% maximum impervious surface for individual lots 50% minimum lot size (55'x 102' 5,610 SF minimum lot width 55 feet maximum building height (measured from calculated average grade of lot to highest point of roof structure or parapet, 35 feet & any attachments thereto excluding chimneys) minimum front setback front-loaded lots 20 feet minimum front setback rear-loaded lots)_ 10 feet minimum side setback (front-loaded rectangular shaped lots) 10 feet on one side; 5 feet on other total 15 feet between buildings minimum side setback rear-loaded & irregular shaped lots 5 feet minimum rear setback front-loaded lots 15 feet minimum rear setback rear-loaded lots 20 feet For structures that have a detached garage or a garage connected to the main structure by a breezeway or some other solid roof connection, the minimum rear yard and side yard setback shall be 5 feet from the property line. To accommodate driveway aprons, a minimum setback distance of 20 feet shall be provided in the yard where garage entries are located. Where applicable, a minimum 25-foot undisturbed buffer shall be maintained from delineated jurisdictional wetlands in accordance with the St. Johns River Water Management District (SJRWMD) rules and regulations. A family suite on the second floor of a private garage may be constructed on lots not to exceed a total of fourteen (14) lots except that no such family suite shall be constructed on Lots 1 through 6 Lots 9 through 13 or Lot 7 Lot 14 and Lot 47_ Family suites shall be subject to the following provisions. • Maximum building height for the structure shall be 25 feet. • Maximum total floor area of the structure shall be 75% of the heated and cooled area of the principal dwelling. • Use restrictions that apply to the principal dwelling shall also apply to the structure containing the private garage and family suite. EXHIBIT B Page 4 of 10 Ordinance 90-03-181 March 28, 2003 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Oil Date: / �^ Address & is 4- 4/0 . Heated Square Footage oo-y @ $ per sq ft = $ Garage/ Shed @ $ per sq ft= $ Carport/Porch @$ per sq ft = $ Deck @$ per sq ft = $ Patio @ $ per sq ft= $ TOTAL VALUATION: $ 35-.3 ,20 Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: lei- + I/2 Filing Fee $ FLOOD ZO : _� U) Fireplaces @$35.00 $ 3 S IMPERVIOUS SURFACE.. ' s"aj� BUILDING PERMIT FEE $ .�WATER IMPACT FEE $ S` o SEWER IMPACT FEE $ /2.,/ V �-WATER METER/TAP $ v/CAPITAL IMPROVEMENT$ v SEWER TAP $ (7 VVI C&04RADON HRS .0050 $ SECTION H PAVING ( ) $ D ,,-,CROSS CONNECTION $ ? ST(J ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: rS �C L/0• DRAINAGE FIXTURE UNIT Fi"TURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 'L Bathroom group consisting of water closet, lavatory, 6 Z Bidet, and bathtub or shower Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory Dishwashing machine,domestic 2 Drinking fount cemak Yz Floor drains 2 Hose bib 1 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or Z / dishwasher Q �— 2 / Laundry tray(1 or 2 compartments) 2 Lavatory1 Shower compartment domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple)each set of faucets 2 Water closet,flushometer tank,public or private 4 Water closet,private installation 4 1 Water closet,public installation 6 TOTAL NUMBER OF UNITS= 2 MULTIPLIED X 20 TOTAL$ S III. Energy Code Information: RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS 1. Is the current energy code form completed properly and signed; correct climate zone and correct jurisdiction? (FBC 13-600) Yes ""'No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes✓No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes p No N/A✓ (,' /' / (FBC 13-602.1.ABC.1.1) PLANS EXAMINER: D l O✓Z� DATE: Ip 'l 4. la the"R"value for added insulation on exterior walls shown? Yes ✓No N/A - 5. Is the"R"value for ceilings shown7 (FBC 13-604.1ABC.1) Yes to No N/A 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes` No N/A V/OWNER: a STC o/J JOB ADDRESS: Ce 4/ I«Csf ��• 7. Are Energy Credits Claimed? Yes✓No N/A A. Attic Radiant Barrier Credit (FBC 13-607.1.A.4) Yes✓No N/A CONTRACTOR: I E S T<o PHONE NUMBER:.2 q4-3 7 r( B. White Roof Credit (FBC 13-607.I.A.5) Yes ✓ No N/A C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yea /No N/A (CIRCLE) I. Survey: IV Foundation Plan: I. is a specific purpose survey submitted? Yes%*, No N/A 1. Are all footings shown,including interior bearing walls, 2. Is correct Flood Zone shown? Yes VNo N/A Column pads and concentrated loads? Yes✓ No N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes✓ No N/A in an"A"or"V"zone? Yes- No -/ N/A 3. Are all elevation changes in slab shown? Yes✓ No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? YesNo 0' N/A 4. Is minimum concrete PSI shown? Yes ,, No N/A 5. Is property in a flood way? Yes No "'N/A S. Is slab reinforcement shown? Yes V No N/A 6. Is flood way line shown? Yes No ,/N/A A. Wire mesh size and gauge? Yes. No N/A B. Fibermesh reinforcement? Yes/No N/A II. Structure Code Compliance: 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes ✓No N/A 1. Aro Tans sealed b architect or engineer? Yea-/No N/A 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes ✓No NIA A. P Are structural calculations submitted? Yes./No N/A 8. Is type of soil treatment for termites shown?(FBC 1816) Yes &/No N/A 2. A correct wind speed shown? (FBC Figura 1606) Yes t/No N/A 9. Do plans show concrete footings have a specified compressive 3. Is exposure category shown? (FBC Figure Yes ✓No N/A Strength ofnot less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes V No N/A 4. Is Importance Factor shown per FBC Table 1606? Yes -/No N/A 10. If pile foundation shown is Scaled Soils Report submitted? (FBC 1805.1) Yes No N/A P"5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes✓No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.57 Yes✓ No NIA I. Is finished grade shown? Yes✓ No N/A 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yes✓ No N/A stories and allowable area? Yes✓No N/A A. Minimum 8"above adjacent grade? Yes✓No NIA 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes V No N/A for structural elements? Yes✓ No N/A C. Base flood elevation? Yes✓ No N/A 9. Are plans designed per SSTD 10-997 Yes No N/A✓ 3. Is minimum footing depth beneath finished grade shown? Yes No N/A A. Are all appropriate charts and tables shown? Yes No N/A✓ (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A,i 4. Are all footing sizes shown? Yes ✓No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes✓No N/A Construction in High Wind Areas'"? Yes No N/A 6. Is vertical reinforcement shown? Yes v/No N/A A. Are all appropriate charts and tables shown? Yes ✓ No N/A 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No NIA A. Is exterior wall finish shown? Yes No N/A 11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior firing shown? Yes No N/A High Wind Areas? Yes✓ No N/A' C. Is exterior wall insulation shown? Yes No N/A A. Are all appropriate charts and tables shown? Yes ✓ No NIA D. Is exterior wall finish shown? Yes No N/A/ B. Are all appropriate requirements circled or highlighted? Yes /No NIA 8. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame ConstructionA. Is stud size,spacing,grade and lumber species shown? Yes / No N/A / Manual for One-and Two-Family Dwellings,High Wind Edition"? Yes No N/A B. Is exterior sheathing(type and thickness)shown? Yes No N/A A. Are all appropriate charts and tables shown? Yes �Flo N/A Y B. Are all appropriate requirements circled or highlighted? Yes No N/A C. Are nailing requirements(size and spacing)shown? Yes -,No NIA (FBC Table 2306.1) D. Is exterior wall finish shown? Yes✓ No NIA 15. Does bedroom open directly into garage? Yes No N/A E. Is interior wall finish shown? Yes ✓No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes s/No N/A grade shown? (FBC 2304.2.5) Yes✓ No N/A G. Are shear wall segments shown? Yes✓ No N/A 17. Is Designer's name and address shown on plans? Yes r/No N/A A. Type of hold-downs shown? Yes✓ No N/A is. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes✓ No NIA and FBC 1012.1.5? Yes✓No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes✓ No N/A 19. Are habitable rooms shown with the minimum light and ventilation IL. Is ceiling type shown,drywall thickness? Yes r/ No N/A requirements of FBC 1203,1? Yes No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes✓ No N/A wind load requirements for components and cladding per FBC 1606? Yes r/No N/A B. Are conventional frame rafters used? Yes V/ No N/A 21. Does floor plan show fireplace? Yes No N/A Ve 1. Rafter size shown? Yes✓ No N/A 22. Are stair details shown? Yes s✓No N/A 2. Species of lumber shown? Yes V No N/A A. Is minimum stair width shown? (FBC Table 1004) Yes ✓No N/A 3. Grade of lumber shown? Yes✓ No N/A B. Are tread and riser sizes shown? (FBC 1007.3) Yes s/ No N/A C. Type of roof sheeting shown? Yes✓ No N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes No N/A✓ 1. Thickness of roof sheeting shown? Yes✓ No N/A D. Are required landing shown? (FBC 1007.4)? Yes No N/A✓ 2. Grade of roof sheeting shown? Yest/ No N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes./No N/A 3. Nailing pattern of roof sheeting shown? Yes✓ No NIA 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes ,No NIA✓ D. Weight of Dry-In felt shown? Yes✓No N/A 24. If required,are tenant separations shown? Yes No N/A E. Type of roof cover shown? Yes ✓No NIA A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes✓ No N/A 25. Are all columns and beams shown for porches and lanais? Yes✓No N/A 2. Attachment of the roof shown? Yes No N/A A. Are column type,size and anchorage shown? Yes✓ No N/A (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes✓No N/A 3. Other roof covering and attachments shown? Yes a No N/A✓ 26. Are all lintel and beam details shown? Yes✓No N/A F. Length of roof overhang shown? Yes./No N/A 27. Are engineering details provided for butt glass? Yes V/No N/A G. Type of soffit and fascia shown? Yes✓ No NIA H. Attic ventilation shown? Yes,, No N/A I. Location,type and thickness of flashing shown? VH. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes ✓No N/A 1. Are engineered truss plans provided showing loads,uplifts and I. Type and gauee of eave metal shown? Yes/No NIA required connections? Yes✓No N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yes VN. N/A 3. Framed root VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/A application? Yes `�No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes✓ No N/A species,grade of lumber,span and connections? Yes No N/A✓ 3. Are all door and window sizes shown? Yes✓ No NIA C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes✓ No N/A grade of lumber and connections? Yes No NIA✓ 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes No N/A'� of lumber? Yes No NIA 6. Are all vertical reinforcements shown? Yes✓ No NIA 4. Is roof sheetin g indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes✓No N/A pattern? Yes✓No NIA 8. Are all hold-downs and hurricane anchorages shown? Yes No N/A 9. Is required attic access shown? Yes✓ No N/A 10. Are all plumbing fixtures shown? Yes✓No N/A VIII. Floor Framing. 11. Are all electrical fixtures shown? Yes-;/ No N/A 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes✓ No N/A uplifts and connections? Yes✓No N/A A. Is air handler and condensor location shown? Yes/ No N/A✓ 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes• No N/A grade of lumber and connections? Yes��o N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes�/ No N/A 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes No N/A Have a 29"net clear door opening and handicap accessible route? (FBC I I-11) Yes V/No N/A CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD Vj ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030982 Date 8/15/05 Property Address . . . . . . 691 PARADISE LN Tenant nbr, name 19 FIXTURES Application description PLUMBING ONLY Property Zoning . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BESTCON INC 4400 MARSH LANDING BOULEVARD SUITE 6 PONTE VEDRA BCH FL 32082 (904) 246-3747 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc Permit Fee . . . . 168 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- --------- - ---------- Permit Fee Total 168 . 00 168 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 168 . 00 168 . 00 . 00 . 00 3 : PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDIN ODES. C BUILDING OFFICIAL Rug 15 05 08:598 City of Rtlantic Beach Bu 904-247-5845 P. 1 tom.• CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION �fr Date: Property Address:(O l V C 0.d s e Lo-nk A-t ani c6,,c- Owner: yem 1 C Telephone#: d 44-.3-714`7 --r Contractor. Uoc.kjt-ft P�l,�rr•��rc, CA-^ C. Telephone#t: Contractor Address: 5"12 M c.Ca,' o S* S, iX*Y 'PL Fax Contractor Signature: 3Z�22 a In consideration of permit given for doing thE work as described in the above statement,we hereby agree to perform said work in tus+ordance with the attached plans and specifications which are a pgtt hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice lisWd therei, ttlffWbdDn of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Coda Plumbing Type: If other constriction is being done on this building or site, V New list the building permit number. 13 Re-Pipe Number of Fixtures: _ Bath Tubs Showers 3 Closets Shower Pans � k Dishwashers (:;2 Sinks Disposals Urinals I ( Floor Drains Washing Machine Lavatory �� Water Sewer Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X 57.00 + $33.00= 800 Seffibuge Road.Atlantic Beaeb.Florida 322334 MS Phone:(904)247-6800. Fax: (904)247-x843. httpJhvww.ci.atlanfto-beach.8.u8 Revised 1/04