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880 Paradise Ln (vault) PERMIT WORKSHEET Certificate of Occupancy Job Address: J#ffibType Work: p ft ? 1 /�- Property Owner: Itsf na tj Phone # /� . 31� 1 Contractor: ��f O , r Phone # Permit#: I�/ r a p Date Issued: ,cR D Building Inspections: Footing Slab Tie Beam Lintel Nailing / Sheathing 1011 .24.o Framing / Cover Up Insulation Final Building Tree Permit# (-- �� YES NO Electrical Permit# 061,-33-0 I / Date/ Cop Eto A Temp, Pole Permit# Date/ Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit# Inspections: Rough .Final Plumbing Permit# Z.56 441, Inspections: Rough / Underslab 1. 0 Topout Water/Sewer Final Drainage Inspection: Pool Permit# Inspections: Steel _ Final Grounding Final Roofing Permit# Inspections: Nailing /Sheathing Final Fire Inspection: Failed Inspections: Date Paid: n, Date Paid: Bestcon Homes 880 Paradise Lane,permit# 06-31928 : 2 reinspect fees$35.00 each 900 Paradise Lane,permit# 06-32940: Needs final termite document and Finished Floor Elevation certificate. 751 Paradise Lane,permit#06-33616 is ready I will fax you the CO and then you can pick up the original ..or email me your address and I will mail it to you. 750 Paradise Lane permit# 06- 33000 :Needs final termite document I am also faxing you an example of the termite doc and the finish floor elevation certificate so you will know what we need. I am sorry for the delay in providing this information Shirley L Graham sgraliam,iF coab.us 904 247 5826 L'd swelsAS uoi;ewiolul dt7VZO LO £L 0e0 100 'd MS OZ 606 Z i : 91 ORC 800Z-90-999 3MI J/31VO XU Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: Permit#: Property Address; d�� &7,e 4-Are 4?17 E 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: Single-Family Residence ❑ Commerciat'. [] Other: Lowest Floor Elevation: Required As Built The following must be.completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fina-�ept--• a Public Works /p. 2�. a(, ` o - Public Utilities /0. o?5^• 0!v D � d i'emy�-i fr` Planning Dept. Building Dept. /p, �S•D(a Yom' ih�g 'fir. �AsSFb Final Survey with FFE Yes ;;No dAli Re-Inspect Fees Paid ❑ Yes Graham Shirley From: Graham Shirley Sent: Tuesday, October 24, 2006 3:54 PM To: Carper, Rick; Kaluzniak, Donna; Deming, James; Walker, Chris; Nodine, Phil Cc: Matthews, Carlene; Lanier, Joyce Subject: 880 Paradise lane Bestcon is ready for a final CO at 880 Paradise Lane 06 31928 They can be reached at 246 3747 Shirley i Graham Shirley From: Graham Shirley Sent: Tuesday, October 24, 2006 3:55 PM To: 'Craven, Lorie J.' Subject: Ab inspections 880 Paradise Lane passed final co inspection 10.24.06 06 33016 1 Page 1 of 1 Graham Shirley From: Clemons, Malcolm Sent: Thursday, March 15, 2007 4:22 PM To: Kaluzniak, Donna Cc: Graham Shirley; McKay Cathleen Subject: RE: Final Inspections/C.O. for 930 Paradise Cir. A.S.A.P!!! Backflow installed,insp ok. Malcolm From: Kaluzniak, Donna Sent: Wednesday, March 14, 2007 3:31 PM To: Clemons, Malcolm; Walker, Chris Subject: FW: Final Inspections/C.O. for 930 Paradise Cir. A.S.A.P!!! From: McKay Cathleen Sent: Wednesday, March 14, 2007 2:55 PM To: Kaluzniak, Donna; Carper, Rick; Matthews, Carlene; Showman, Lisa Subject: Final Inspections/C.O. for 930 Paradise Cir. A.S.A.P!!! BestCon is requesting a final C.O. inspection 930 Paradise Cir. pmt#05 29688 Contact: Regan @ 246-3747 0 Builder.BestCon 3/15/2007 N O. co C) ^ C-- " O O co'-' C CD Z � Cn �4� � „d f� tf3 OCo co �Z C- 6 cn, OL 0 + Cn O Cil i o � o } N cr, (D CD o 0 °' U' cta N cn O 0 o `c C, -A OZr O C3� _ co ^ 0 (D W Cn 'O O 'CA of o , N O N 3 �• C; Cn � 'ti 9iCD 0 7 a.cOCs o n ¢� n O N G ID i N 0 S O O N a} CD tL �O C N �' f1 OG o 0. -0 (,p fl' N O��i • CD 0 CD -13 QN 0 0 CD �! Co cl O O QO 0tp CD O N O o o ^. OLS (D �6 CQ -0 p O V- G CD ' co Cs N w cLz O- cln G 0 3 oo u, (DQ O `>' CD � /"�, �' � N G O c�'� O Celt �C) '� c0 s-• m 9� CU y 3.to C> - .�tS -0 � r CD coO- Cao o- 0 .(^_O. O Z ti O C� d N O -5 6 EP N � .w �''� N d O #t car �' "d X O �' l 5 0 3 w O N CD 2i # p ; Et, CD S (P O• 'C' c¢ G fi W rc a u, �, m n � � o h o N OG �' N O yO CJ u� ' Cs N W 0:1 CO CGt � �, C9 N CD (G O G d CD O O W N N O 4 O U ~ O C9 N ' Zi i N d v OCs N G N n, ! O OP, N SU N N N W O Q CD Qq Sn1� Q O cJ� v COco O10 Ul CD n y CD O p �� N N N 4'�CDD r CD N O .+ o o (� c C�v� Otz_ @ 0) 3. 2� CP u D N N CD p - Q 0 •S W -p �' d N �' O O. O D Cly GZ N 0 N ":4:r BCW 7 v O N ategoryt Subcategory Manufacture Product Description Limitation of Use A. EXTERIOR DOORS 4. Roll up N/A 5. Automatic N/A 6. Other NIA C) do 0 (P 0 � C) 0 co 0 c - -0 0 IC53 % + y 0, �a c-, @ At- 0 -A Cv QO -::' --- -5 a) (P �11- A- CD 00 ■ co 0) CD 7k, CD 0. 0 91 0 OCIE 'd CID (D 0 (p CD CD Category/Subcategory }Manufacture Product Description Limitation of Use B.WINDOWS 5, Fixed N/A 6.Awning N/A 7. Pass Through N/A 8. Projected N/A Category/Subcategory Manufacture Product Description Limitation of Use B.WINDOWS 9, Mullion Kinco Alum Single Hung Insul Mark 40/50 DP+35/45 52.125 x 96,Mark 40/50HP _ �DP+501-60 52.125 x 62, Mark 40/50HP DP+501-55 52.125 x 75.75,Mark 40150 DP+35/-35 52.125 x 96, TW DP+50/-50 52.125 x 77,TW DP+451-50 48 x 96,TW DP+35/-35 52.125 x 96, TB DP+501-50 52.125 x 96,MPSH Miami-Dade NOA#02-0128.06,All Windows are to be Installed per Manufacturers Installation Drawings.Anchor Size, Type and Spacing are determined by the type of construction per Manufacturers Installation Drawings. 10. Wind Breaker N/A 11, Dual Action N/A 12. Other N/A •a � o � � N N G 6 n m O 0 3 G N N � cDCD Q• t4 CD CD .1 CD rr O � � o Q' G o � w Category/Subcategory Manufacture Product Description Limitation of Use C. Panel Wall 5. Curtain Wall N/A 6, Wall Louvers NIA 7. Glass Block Pittsburgh-Corning 8"xFx4"Glass Block Non Listed FL1363 8. Membrane NIA Category/Subcategory Manufacture Product Description Limitation of Use C. Panel Wail 9. Greenhouse N/A 19. Synthetic Stucco N/A 11. Other N/A 0 00 A 0 0 0). ) % 0 0 01 C) CD CD 0 0 10 01 0 C, CD 0 C),. ID* co r- Category/Subcategory Manufacture Product Description Limitation of Use State# Local# IT Roofing Products 5. Built Up Roofing N/A 6. Modified Bitumen N/A 7. Single Ply Roofing N/A 8. Roofing Tiles N/A o � � N �. 2t o c5 `1) A) Cs N Z .t Q N Z dam. O 7 N R Category/ Subcategory Manufacture Product Description Limitation of Use State # Local# D. Roofing Products 13. Liquid Applied Roofing N/A 14. Cement-Adhesive Coats N/A 15.Roof Tile Adhesive N/A 16. Spray Applied Poly- N/A urethane Roof :ategoryl Subcategory Manufacture Product Description Limitation of Use E.Shutters 1, Accordian NIA 2. Bahama N/A 3. Storm Panels N/A 4 . Colonial NIA ategoryl Subcategory Manufacture Product Description Limitation of Use E. Shutters 6. Roll-Up NIA 6. Equipment N/A 7. Other N/A Category/Subcategory Manufacture Product Description Limitation of Use State # Local# F. Structural Components 1. Wood Connector/Anchor Simpson H2.5a Rafter Tie Non Listed FL503.5 2. Truss Plates Alpine Truss Connectors Non Listed FL1949 3. Engineered Lumber Georgia-Pacific I-Joists Non-Listed FL1008.1 Georgia-Pacific LVL'S Non-Listed FL2023.1 Georgia-Pacific Rimboard Non-Listed FL2147.1 4. Railing N/A Category/Subcategory Manufacture Product Description Limitation of Use F.Structural Components 5, Coolers-Freezers N/A 6. Concrete Admixtures NIA 7. Material NIA 8. Insulation forms NIA Category/Subcategory Manufacture Product Description Limitation of Use F. Structural Components 0, Plastics N/A 10. Deck-Roof N/A 11, Wall NIA 12. Sheds NIA MIA Category/Subcategory Manufacture Product Description Limitation of Use Stam G. SKYLIGHTS 1. Skylight NIA Catggory/Subcategory Manufacture Product Description Limitation of Use State# Local# H. New Exterior Envelope 1. NIA 2. N/A In addition to completeing the above list of manufactures, product description and State approval number for the products used on this project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacture's printed instructions, along with the list above, on the job site available to the inspector. The products listed below did not demonstrate product approval at the time of plan review, I understand that before these products can be inspected, they must be submitted for review for code compliance and approval by a Plans Examiner. This form will be revised to include each new product in the catagories listed above and will be highlighted to indicate the new products and required information. Authorized Project Agent Paul Nichols (Contractor or Design Professional) (Print Name) (Signature) Company Name: BESTCON, Inc. Mailing Address: 4044 Marsh Landing Blvd. City: Ponte Vedra Beach State: Florida Zip Code: 32082 Office Phone Number: (904)246-3747 Cell Phone Number: ( ) -E-Mail Address: Paul@bestconhomes.com BESTCDN Homes :�� CONSTRUCTION H FINISH STANDARDS as of 11/4/2005 FARAD I S E P R E S E R V E • STRUCTURE • Foundation I6"XIO"Concrete Footing(I-story)20110"(2-story) • Stem Wall 3-Block High-8"CMU Block • Slab 4"3000 psi Concrete w/fiber reinforcement • Patio Slab On Grade-4"X 8'x 10' • Water Supply-V"CPVC Pipe • Waste Water PVC Drain Pipe to Sewer • Framing(walls) 24 24 6 2x8 SYP/SPF/PT Wood Framing • Framing(roof) Pre-engineered Trusses 6 Structural lumber • Floor Sheathing (where applicable)V"TRG Plywood Sub Flooring • Wall Sheathing 7/16"Oriented Strand Board(USB) • Roof Sheathing 7/16"Oriented Strand Board(USB) • Roof Underlayment #30 Asphalt Impregnated Paper • Shingles 25—Year Architectural • Roof Vents G'Pre-Painted Off Ridge Roof Vents • Roof Edge Pre-painted 26ga Alum to Match Roof • Fascia 6 Soffit Aluminum/Vinyl Pre-painted • Parch Ceiling Vinyl—Pre-painted • Windows Double Glazed Aluminum Single Hung w/screen • Window Muntins (all sides)-3 Over I or 9 Lite(Wellington) • Exterior Doors (excluding entry)-Metal Per Plan 6 Location • Entry Door 6-Panel Fiberglass • Siding HARDIE Cementious Lap • Exterior Trim 5/4X Cedar • Stucco Textured Stucco Foundation • Stone As Required Per Plan • HVAC 13 S.E.E.R.TRANE or Equivalent per Energy Calculations • Garage Door(s) Carriage Style-Metal 26 ga.Painted,Un-Insulated • Garage Door Glass Option • Attic Storage (when possible)Up to 4—sheets USE BESTCON Homes-STANDARDS - For- ParadisePreserveas of 11/4/2005 • FLOORING 5 TILE • Foyer Tile-Standard Grade • Kitchen Tile-Standard Grade • Breakfast Area Tile-Standard Grade • Family Room Carpet-Cape Cara/or Cottanwaad • Dining Room Carpet-CapeCaralor Pattonwvad • Living Room Carpet-CapeCaralor Cottaawaad • Bath Rooms Tile-Standard Grade • Utility Tile-Standard Grade • Bed Rooms Carpet-CapeCaralor Cottonwood • Office Carpet-CapeCaralor Cottonwood • Porch Concrete-Trowel Smooth Finish • Garage Concrete-Trowel Smooth Finish • Lanai Concrete-Trowel Smooth Finish • Carpet Pad 7/16"G Ib • Shower Area Walls 8X12 Standard Designer Tile • PLUMBING-MASTER BATH • Master Vanity Faucet KOHLER-Chrome Uevanshirg-8"Spread • Master Lavatory Marble Top on Vanity • Master Tub Feature Jetted-Cultured Marble • Master Tub Faucet KOHLER-Chrome&YonshireDeck Mount • Master Shower Control KOHLER-Chrome Cara/aisSgl Hndl • Master Shower Valve KOHLER K-P304-K Y"Ceramic High-Flow Valve • Master Toilet KOHLER-White Windham Elongated Toilet • PLUMBING-KITCHEN • Sink KOHLER-K5942 White Braakfield Dbl Basin • Sink Strainer PRO1luostrainer w/tailpiece K-8801-BN • Faucet KOHLER K15178-Chrome Cora/aisSgl Handle • Vegetable Sink N/A • Vegetable Sink Faucet N/A • PLUMBING-OTHER BATHS • Lavatory Faucet KBHLER-K-394-Chrome OevanshireB"Spread • Bath/Shower Control KOHLER-Chrome Cara/aisSgl Hndl • Toilets KOHLER-White Windham Elongated Toilet • Shower Walls Tile-5"x8" • Tub KOHLER-White Sterft ProfarmaTub • PLUMBING-POWDER ROOM • lavatory KOHLER-White-OevanshirsPedestal Sink • Lavatory.Faucet KOHLER-Chrome-Memoirs-8"Spread • Toilets KOHLER-White-OevonshireElongated Toilet Accepted (Buyer Initials) Date: 2 All specified materials may be substituted with equal or better items at discretion of Contractor without notice. BESTCON Homes-STANDARDS- for- ParsdisePreserveas of 11/4/2005 • PLUMBING-LAUNDRY • Sink Composite Pedestal w/Drain Board • Faucet KOHLER—Chrome—fa/Pfaxw/sidespray • Hose Bibbs Up to Three(3) • Exterior Shower Option • HARDWARE • Entry Door Hardware KWIKSET-Chelse3US3,US5,9 US15A • Exterior Door Hardware KWIKSET-Poplin US3,US5,9 US15A • Interior Door Hardware KWIKSET-Par13nUS3,HS5,9 US15A • Door Hinge Color 2-d Flat Brass Finish • Door Stops Hinge/Spring US3,US5,9 US15A • Handrail Brackets (where applicable)-Standard-US3,US5,9 US15A • Mirrors 48"High x Width of Vanity—3—Sides bevel application • Shower Enclosures-Master Bath Clear Glass/Chrome Finish • Shower Enclosures All Other Baths-Options US-3 Bright Brass US-5 Antique Brass US15-A Brushed Nickel USIDb Oil Rubbed Bronze • DRYWALL • Wall Y"Thick Tapered Edge • Ceiling Y"Thick Ceiling Grade • Shower/Bath Walls Y"Thick Cementious Backer Board • Ceiling Finish Knockdown • INSULATION • Wall Insulation R-11—Fiberglass batts • Ceiling Insulation R-30—Fiberglass(blown on flat surfaces/batts on vaulted) • Garage Wall Insulation R-11-(where adjacent to conditioned space) • Garage Ceiling Insulation Option • Bonus Roam Insulation- R-19—Fiberglass-Floor(Where Applicable) • Floor Insulation Off Grade R-19-Fiberglass(Where Applicable) • Insulation Between Floors Option • Sound Insulation-Master Option • Sound Insulation-Master Bath Option • CONCRETE • Driveway Slab 4"2500 PSI Concrete—12'wide-Broom Finish-banded • Driveway Apron 4"2500 PSI Concrete-Salt Finish-Banded • Sidewalk Slab (4'Wide)4"25001b Concrete-Broom Finish-banded • HVAC Pad (42"x 42")4"2500 PSI Concrete-Broom Finish • Front Porch 4"2500 PSI Concrete-Trowel Smooth Finish • Lanai 4"2500 PSI Concrete-Trowel Smooth Finish Accepted (Buyer Initials) Date: 3 All specified materials may be substituted with equal or better items at discretion of Contractor without notice. - BESTCON Homes-STANDARDS - For- ParadisePreserVeas of 11/4/2005 • ELECTRICAL • Service 200 Amp Service • Switches 6 Outlets White Decalaswitches/White Grounded Outlets • Lighting Designer Light Packages From Sea Gull • Ceiling Fans-Installed Two—Family Room 6 Master Bedroom • Ceiling Fans- Pre-wired: All Bedrooms,Lanai,6 Front Porch(per plan) • Bath Fan(s) Standard Fan—Light combination • Garage Door Opener Y HP—w/Two(2)Remotes • LOW VOLTAGE ELECTRICAL • Phone Pre-wire Five(5)Telephone Pre-wire 6 Finish • Cable Pre-wire Six(6)Cable Pre-wire 6 Finish • Data Line Pre-wire Four(4)Data Pre-wire and Finish • Surround Sound Pre-wire in Family/living Room Only • Room Speaker Pre-wire Option • Speakers Option • Media Drop Two(2)CAT5E 9 Two(2)RGGOS Cables • Security System Pre-wire-Panel,I-Key Pad,l-Motion Detector,6 I-Siren • Central Vacuum Option • CABINETS 6 COUNTERTOPS • Kitchen Cabinets Tahoe Flat Panel-30"Upper Cabinets • Master Bath Vanity TahaeFlat Panel 36"High • Bath Vanity TahaeFlat Panel • Utility Room-Option White Flat Panel Wall Cabinets • Kitchen Countertops Laminate w/Backsplash 6 Square Edge • Master Bath Tops Cultured Marble Top w/integral Bowl • Bath Tops Cultured Marble Top w/integral Bowl • Utility Tops-Option Laminate w/Backsplash 6 Square Edge • INTERIOR TRIM • Interior Doors G-Panel Hardboard • Door Casing WP-35G 3-Step Casing—Finger Joint • Baseboard WP-G23 3-1/4"Finger Joint • Crown Option • Closet Shelving I-12"Std Wire Shelf Perimeter of Closet • Pantry Shelving IG" TlghtmeshWire-5 Shelves • Entertainment Center Shelving Per Plan • Stair Railing (2—story)Stained 6010 Rail w/Painted 5015 Balusters • Stair Treads (2-story)Carpet • Attic Stairs Standard Truss model(when possible) Accepted (Buyer Initials) Date: 4 All specified materials may be substituted with equal or better items at discretion of Contractor without notice. s BESTCON Homes- STANDARDS- For- ParadisePreserveas of 11/4/2005 • PAINT—Sherwin-Williams • Interior Wall Paint Two(2)Coats Flat Wall Paint-One Calor • Interior Trim Paint Two(2)Coats Semi-Gloss Trim Paint-One Color • Exterior Wall Paint Two(2)Coats Semi-Gloss Exterior Paint-One Color • Exterior Ceiling Paint Two(2)Coats Semi-Gloss Exterior Trim Paint-One Color • Exterior Trim Paint (2)Coats Semi-Glass Exterior Trim Paint-One Color • Front Porch/lanai Floor Uncoated Concrete Floor • Garage Floor Uncoated Concrete Floor • Exterior Doors Two(2)Coats-Gloss Trim Paint-One Color • APPLIANCES—General Electric • Range JBPGGCHCC 30"Self Clean,Glass Top,White • Cook Top N/A • Oven N/A • Dishwasher GS048O0JEC Std Colors • Microwave JVMIG4O Over The Range Microwave/Ventless,White • Garbage Disposer GFE32OF 1/3 HP • Vented Hood Option • Wine Cooler Option • LANDSCAPING • landscaping 35-Plants,Mulch Combo • Sod Combination St.Augustine H Xeriscape • Mulch All Plant Beds Per Plan • Irrigation Full System w/Minimum Four(4)Zones Accepted (Buyer Initials) Date: 5 All specified materials may be substituted with equal or better items at discretion of Contractor without notice. FORM 60OA-2004 EnergyGauge®4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Bestcon Homes Paul's Bay 2879 Builder: Bestcon Homes Address: !'�bU ' ' xrUz Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:42.0 kBtu/hr _ 3. Number of units,if multi-family I _ SEER: 13.00 4. Number of Bedrooms 4 - b. Central Unit Cap:24.0 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 13.00 _ 6. Conditioned floor area(W) 2879 ft2 _ c. N/A _ 7. Glass type I and area:(Label read.by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)434.0 ft2 _ a. Electric Heat Pump Cap:42.0 kBtu/hr _ b. SHGC: HSPF:8.10 _ (or Clear or Tint DEFAULT) 7b. (Clear)434.0 ft2 _ b. Electric Heat Pump Cap:24.0 IcBtu/hr _ 8. Floor types HSPF:7.70 a. Slab-On-Grade Edge Insulation R=0.0,202.0(p)ft _ c. N/A b. Raised Wood,Adjacent R=19.0,270.Oft2 _ _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:66.0 gallons _ a. Frame,Wood,Exterior R=11.0,2455.0 W _ EF:0.88 _ b. Frame,Wood,Adjacent R=11.0,386.0 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=30.0,2137.0 ftz 15. HVAC credits b. Single Assembly R=19.0,54.0 ft2 - (CF-Ceiling fan,CV-Cross ventilation, c. Under Attic R=19.0,254.0 ft2 _ HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, I a. Sup:Unc. Ret:Unc. AH(Sealed):Garage Sup.R=6.0, 166.0 ft MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Sealed):Interior Sup.R=6.0, 100.0 ft _ MZ-H-Multizone heating) I - Glass/Floor Area: 0.15 Total as-built points: 38740 !I Total base points: 41394 PASS I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this o�THESTgT� Code. < ,Kcry l E lits calculation indicates compliance PREPARED BY: �, Q �'` n.�, �Qg-tom- � with the Florida Energy Code. � � DATE: I I S )b S Before construction is completed 4 a this building will be inspected for n I hereby certify that this building, as designed, is in compliance compliance with Section 553.908 with the Florid r y Co G'0 `' Florida Statutes. WE OWNE GENT BUILDING OFFICIAL: DATE: / DATE: 1 Predominant glass type. For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. EnergyGauge®(Version: FLRCSB v4.0) FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 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 2879.0 20.04 10385.1 Double, Clear N 9.3 8.0 36.0 19.20 0.69 473.7 Double,Clear N 7.3 9.0 6.0 19.20 0.74 85.6 Double,Clear W 1.3 20.0 16.0 38.52 1.00 614.5 Double,Clear W 1.3 22.0 6.0 38.52 1.00 230.5 Double,Clear W 1.3 8.0 36.0 38.52 0.97 1348.7 Double,Clear S 9.3 9.5 128.0 35.87 0.52 2403.8 Double,Clear S 9.3 8.0 36.0 35.87 0.50 642.2 Double, Clear E 1.3 8.0 18.0 42.06 0.97 735.8 Double,Clear E 1.3 22.0 36.0 42.06 1.00 1509.5 Double,Clear E 1.3 22.0 8.0 42.06 1.00 335.5 Double,Clear N 1.3 5.0 12.0 19.20 0.93 215.2 Double,Clear N 1.3 10.0 30.0 19.20 0.99 569.8 Double,Clear N 1.3 6.0 6.0 1920 0.95 109.9 Double, Clear W 1.3 10.0 30.0 38.52 0.99 1143.3 Double,Clear S 1.3 7.0 30.0 35.87 0.93 995.5 As-Built Total: 434.0 11413.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 386.0 0.70 270.2 Frame,Wood, Exterior 11.0 2455.0 1.70 4173.5 Exterior 2455.0 1.70 4173.5 Frame,Wood,Adjacent 11.0 386.0 0.70 270.2 Base Total: 2841.0 4443.7 As-Built Total: 2841.0 4443.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.1 2.40 43.4 Exterior Wood 24.0 6.10 146.4 Exterior 24.0 6.10 146.4 Adjacent Wood 18.1 2.40 43.4 Base Total: 42.1 189.8 As-Built Total: 42.1 189.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2125.0 1.73 3676.3 Under Attic 30.0 2137.0 1.73 X 1.00 3697.0 Single Assembly 19.0 54.0 5.64 X 1.00 304.6 Under Attic 19.0 254.0 2.34 X 1.00 594.4 Base Total: 2125.0 3676.3 1 As-Built Total: 2445.0 4595.9 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ;3'0 fib Yx0<« LC- U PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 202.0(p) -37.0 -7474.0 Stab-On-Grade Edge Insulation 0.0 202.0(p -41.20 -8322.4 Raised 270.0 -3.99 -1077.3 Raised Wood,Adjacent 19.0 270.0 0.40 108.0 Base Total: -8551.3 As-Built Total: 472.0 -8214.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 2879.0 10.21 29394.6 2879.0 10.21 29394.6 Summer Base Points: 39538.2 Summer As-Built Points: 41823.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 42000 btuh,SEER/EFF(l3.0)Ducts:Unc(S),Unc(R),Gar(AH),R6.0(INS) 41823 0.64 (1.09 x 1.147 x 0.95) 0.263 1.000 8018.3 (sys 2:Central Unit 24000 btuh,SEER/EFF(13.0)Ducts:Unc(S),Unc(R),Int(AH),R6.0(INS) 41823 0.36 (1.09 x 1.147 x 0.86) 0.263 1.000 4581.9 39538.2 0.4266 16867.0 41823.2 1.00 1.148 0.263 1.000 12600.1 EnergyGaugeTm DCA Form 60OA-2004 EnergyGaugeO/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:"CC) L-a ru- 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 2879.0 12.74 6602.1 Double,Clear N 9.3 8.0 36.0 24.58 1.02 902.7 Double,Clear N 7.3 9.0 6.0 24.58 1.02 149.8 Double, Clear W 1.3 20.0 16.0 20.73 1.00 332.0 Double, Clear W 1.3 22.0 6.0 20.73 1.00 124.5 Double, Clear W 1.3 8.0 36.0 20.73 1.01 751.7 Double,Clear S 9.3 9.5 128.0 13.30 2.70 4590.8 Double,Clear S 9.3 8.0 36.0 13.30 3.00 1434.4 Double, Clear E 1.3 8.0 18.0 18.79 1.01 343.3 Double,Clear E 1.3 22.0 36.0 18.79 1.00 679.0 Double,Clear E 1.3 22.0 8.0 18.79 1.00 150.9 Double,Clear N 1.3 5.0 12.0 24.58 1.00 295.7 Double, Clear N 1.3 10.0 30.0 24.58 1.00 737.2 Double,Clear N 1.3 6.0 6.0 24.58 1.00 147.7 Double,Clear W 1.3 10.0 30.0 20.73 1.00 623.8 Double, Clear S 1.3 7.0 30.0 13.30 1.04 414.4 As-Built Total: 434.0 11678.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 386.0 3.60 1389.6 Frame,Wood, Exterior 11.0 2455.0 3.70 9083.5 Exterior 2455.0 3.70 9083.5 Frame,Wood,Adjacent 11.0 386.0 3.60 1389.6 Base Total: 2841.0 10473.1 As-Built Total: 2841.0 10473.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.1 11.50 208.0 Exterior Wood 24.0 12.30 295.2 Exterior 24.0 12.30 295.2 Adjacent Wood 18.1 11.50 208.0 Base Total: 42.1 503.2 As-Built Total: 42.1 503.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2125.0 2.05 4356.3 Under Attic 30.0 2137.0 2.05 X 1.00 4380.9 Single Assembly 19.0 54.0 1.86 X 1.00 100.4 Under Attic 19.0 254.0 2.70 X 1.00 685.8 Base Total: 2125.0 4356.3 1 As-Built Total: 2445.0 5167.1 EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Sec) PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 202.0(p) 8.9 1797.8 Slab-On-Grade Edge Insulation 0.0 202.0(p 18.80 3797.6 Raised 270.0 0.96 259.2 Raised Wood,Adjacent 19.0 270.0 2.20 594.0 Base Total: 2057.0 As-Built Total: 472.0 4391.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 2879.0 -0.59 -1698.6 2879.0 -0.59 -1698.6 Winter Base Points: 22293.1 Winter As-Built Points: 30514.4 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 42000 btuh ,EFF(8.1) Ducts:Unc(S),Unc(R),Gar(AH),R6.0 30514.4 0.636 (1.069 x 1.169 x 0.95) 0.421 1.000 9449.6 (sys 2: Electric Heat Pump 24000 btuh ,EFF(7.7)Ducts:U nc(S),U nc(R),I nt(AH),R6.0 30514.4 0.364 (1.069 x 1.169 x 0.88) 0.443 1.000 5680.3 22293.1 0.6274 13986.7 30514.4 1.00 1.156 0.429 1.000 15120.9 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: tb kir-a_A. n—, L6nr�__ 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 4 2635.00 10540.0 66.0 0.88 4 1.00 2754.77 1.00 11019.1 As-Built Total: 11019.1 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 16867 13987 10540 41394 12600 15121 11019 38740 PASS yO�THE'STgT�o� l�COD va EnergyGaugeTm DCA Form 60OA-2004 EnergyGaugeO/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: `-) ��t c��.<_e_Lina PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK 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. L.-- 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. c� Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers; combustion space heaters comply with NFPA, have combustion air. v 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir 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. 1� 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. c_ 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-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 The higher the score,the more efficient the home. FPO yRV'Gi.C�I z[ l ham. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:42.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 13.00 4. Number of Bedrooms 4 _ b. Central Unit Cap:24.0 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 13.00 - 6. Conditioned floor area(ft=) 2879 ft2 _ c. N/A 7. Glass type and area:(Label reqd.by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)434.0 ft2 _ a. Electric Heat Pump Cap:42.0 kBtu/hr _ b. SHGC: HSPF:8.10 _ (or Clear or Tint DEFAULT) 7b. (Clear)434.0 ft2 - b. Electric Heat Pump Cap:24.0 kBtu/hr _ 8. Floor types HSPF:7.70 _ a. Slab-On-Grade Edge Insulation R=0.0,202.0(p)ft _ c. N/A _ b. Raised Wood,Adjacent R=19.0,270.0ft2 _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap:66.0 gallons - a. Frame,Wood,Exterior R=11.0,2455.0 W - EF:0.88 b. Frame,Wood,Adjacent R=11.0,386.0 W _ 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=30.0,2137.0 W - 15. HVAC credits - b. Single Assembly R=19.0,54.0 ft2 - (CF-Ceiling fan,CV-Cross ventilation, c. Under Attic R=19.0,254.0 W - HF-Whole house fan, IL Ducts PT-Programmable Thennostat, a. Sup:Unc. Ret:Unc. AH(Sealed):Garage Sup.R=6.0,166.0 It _ MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Sealed):Interior 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 p�114E STg1� Construction through the above energy saving features which will be installed(or exceeded) in this home before fi t pe n. Otherwise, a new EPL Display Card will be completed based on installed C de co nt ture l Builder Signature: Date: �� a Address of New Home: Mi c L » City/FL Zip: t�t x�l�IC cls �L GOD *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 EnergyStarfd"designation), your hone may duals for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at wmw.fsec.ucf edu 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 850/487-1824. 1 Predominant glass type.For actual glass type and areas see Sumner&Winter Glass output onages 2&4. 1✓nergyGauge x (Version: FLRCAB v4.0) RIGHT-J LOAD AND EQUIPMENT SUMMARY First Floor Energy Design Systems Job: 12115/05 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax;904-287-1258 Email:energydesignsystems@gmail.com Ptojekt Information For: Bestcon Homes Paul's Bay 2879 FI Notes: Design Information Weather: Jacksonville, Int'I Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 72 OF Inside db 72 OF Design TD 40 OF Design TD 21 OF Daily range M Relative humidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 39456 Btuh Structure 29371 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation'air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 39456 Btuh Use mfg, data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 28784 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 920 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 6152 Btuh Area (ft2) 1855 1855 Total latent equip. load 7072 Btuh Volume(ft') 18550 18550 Air changes/hour 0.91 0.52 Total equipment load 35855 Btuh Equiv.AVF (cfm) 281 161 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. wr1gh�tsoft Right-Suite Residential—5.0.66 RSR29784 2005-Dec-15 22:32:54 ACCP. C:\Documents and Settings\customer\My Documents\Wrightsoft\Bestcon Homes Paul's Say.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Second Floor Energy Design Systems Job: 12115105 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignsystems@gmall.com Proiect Information For: Bestcon Homes Paul's Bay 2879 FI Notes: Design Information Weather: Jacksonville, Int'I Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 72 OF Inside db 72 OF Design TD 40 OF Design TD 21 OF Daily range M Relative humidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 12587 Btuh Structure 14776 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 12587 Btuh Use mfg: data n Rate/swing multiplier 0.98 Infiltration Total Sens. equip. load 14481 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1380 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 1554 Btuh Area(ftz) 1024 1024 Total latent equip. load 2934 Btuh Volume(ft) 11571 11571 Air changes/hour 0.37 0.21 Total equipment load 17414 Btuh Equiv.AVF (cfm) 71 41 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. wr•g FltSO'ft Right-Suite Residential TA/5.0.66 RSR29784 2005-Dec-15 22:32:54 ACCP. C:\Documents and Settings\customer\My Documents\Wrightsoft\Bestcon Homes Paul's Bay.rsr Page 2 Equipment Summary Sheet Address: P^ • ! I Builder: A 4-s tp p k D rti.e s Equipment Brand* w r s 1'L u o Air Handler Model Number- ITS C- a F A I Condenser Model Number: ^?'-'A'LAX � -AID °° A Total Cooling Capacity in BTUs- Sensible Load in BTUs: Latent Load in BTUs: Total Heating Capacity in BTUs: Seer 43 Equipment Brand.*• Tir a h*- Air Handler Model Number- tL r'F e 15-T6 J Condenser Model Number: '1"r'c,.i .3 v Q�A I u o a A A . Total Cooling Capacity in BTU sr• Sensible Load in BTUs: /-) ° Latent Load in BTUs: 5')b D Total Heating Capacity in BTUs: Seer 1.3 *Or Equal: Equipment equal in size and efficiencies may be substituted as per Bulletin G-15-03 dated May 23, 2003. Equipment Summary Sheet.Doc Prepared By: Metropolitan Title &Guaranty Company dba Record &Return To: Metropolitan Title &Guaranty Company dba Doc#2005447775,OR BK 12933 Page 766, 4315 Pablo Oaks Court Number Pages:2 L Filed&Recorded 12/08/2005 at 10:05 AM, Jacksonville, FL 32224 JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$18.50 File No.: 900861 DEED DOC 5T $577.50 Corporate Warranty Deed JS 51' This Indenture, made this Sixth day of December, 2005, Between BESTCON of Jacksonville, Inc., a Florida Corporation Whose post office address is: 4400 Marsh Landing Blvd., Ste. 6, Pante Vedra Beach, FL 32082 a corporation existing under the laws of the State of Florida, Grantor, and BESTCON, Inc., a Florida Corporation whose post office address is: 4400 Marsh Landing Blvd., Ste. 6, Ponte Vedra Beach, FL 32082 Grantee's SSN: Grantee, Witnesseth, that the said Grantor, for and in consideration of the sum of (Ten & NO/100) Dollars, and other good and valuable consideration to it in hand paid by the said Grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said Grantee forever, the following described land, situate, lying and being in the County of Duval, State of Florida, to wit: Lot 16, PARADISE PRESERVE, according to the plat thereof, as recorded in Plat Book 57, pages 31, 31A, 31B and 31C, of the Current Public Records of Duval County, Florida. Subject to covenants, restrictions and easements of record. Subject also to taxes accruing subsequent to December 31, 2005 . Parcel Identification Number: 172376-0125 And the said Grantor does hereby fully warrant title to said land, and will defend the same against the lawful claim of all persons whomsoever. In Witness Whereof, the said Grantor has caused this instrument to be executed in its name by its duly authorized officer and caused its corporate seal to be affixed the day and year first above written. Signed and Sealed in Our Presence: Name: � �.�;�.ti Print: Keri Lads Print:' BESTCON of Jacksonville, Inc., a Florida Corporation i By: Paul W. Nichols, President 01kpo G �� ( rporate Seal State of FLorida SEa�- County of Duval The foregoing instrument was acknowledged before me this 6th day of December , 2005 , by Paul W. Nichols (Vice-President) of SWAL, Inc. a corporation existing under the laws of the State of Florida on behalf of the corporation. He/she is personally known to me or has produced as identification and did / did not take an oath. Notary Public, State of .war,,n�w ��""" K. LEWIS MY COMMISSION k DD450739 RrF TYPE OR PRINT NAME OFF .. Notary expiration date: *Notary Seal* 'Doc # 2005447777, OR BK 12933 Page 771, Number Pages: 2, Filed & Recorded 1,^/08/2005 at 10:05 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 Prepared by and Return to: Terri Lane,an employee of Metropolitan Title&Guaranty Company dba Commerce Title Company 4315 Pablo Oaks Court Jacksonville,Florida 32224 ,G C'- NOTICE NOTICE OF COMMENCEMENT 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 F,iperty: Lot 16, PARADISE PRESERVE,according to the plat thereof,as recorded in Plat Book 57,pages 31, 31A, 31B and 31C,of the Current Public Records of Duval County, Florida. 2. General Description of Improvements: Simple Family Dwelling and Other Improvements 3. Owner Information: BESTCON,Inc. a. Interest in property: Fee Simple 4. Contractor: BESTCON,Inc. 4400 Marsh Landing Blvd.,Ponte Vedra,FL 32082 5. Surety: 6. Lender Information: Suntrust Bank 79 S. Laura St., 18th Fl. Jacksonville, FL 32202 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: I i PA—d W. Nichols Page 1 of 2 900861 ` OR BK 12933 PAGE 772 i State of = Florida County of Duval THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED before me on 12/poration who is personally 06/2005, b P the President BESTCON,Inc,a Florida corporation,on behalf of the cor known to me or who has produced a valid driver's license as identification. y Paul W. Nichols, NOTPUBLIC 7- K LEWIS MY COMMISSION DT DD450739 Notary Print FXPr�x:jwy 14.2009 My Commission TAY F�. a �. l f STATE OF FLORIDA DUVAL COUNTY I.THE UNDERSIGNED Clerk of the Circuit Court,Duval County, Florida, DO HEREBY CERTIFY the within and foregoing is a true and correct copy of the ciiginal as it appears on record and file in the office )f the Clerk of Circuit Court of Duval County, Florida, and tre same is in fuil force and effect. ,Ji fNc,;o my hand and sea, i:f Clerk i Cucuit Court at s is u,a.t te� � I,-c F. L;k �S JIM cLtL'_,F_.R Page 2 ofIzrk, Circuit and Ccunty (:uurts 900861 Duv l CouB y, lorida By ram Deputy Clerk 7 PAGE 1 Date: 10/04/2005 MANNING BUILDING SUPPLY LOG # : E0820F TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JOHN FERGUSON Pitch: /12 Customer: BESTCON HOMES Job Name : PAUL' S BAY Address : 1484 LOURAL WAY Address : LOT 16 PARADISE PRESERVE ATLANTIC BEACH 32233 Designer: PS -------------- ------------------------------ --------------------------------- Left Right ' Qtyl Span I O.H. I O.H. I Description -------------- --------------------------------------------------------------- 1 20 ' 2 ' 0 ' Al 3 PLY 1 2011111 0 ' 0 ' F1 7 20110-1/ 0 ' 0 ' F2 1 712-1/2" 0 ' 0 ' F3 1 13111118 0 ' 0 ' F4 1 13 ' 11"8 0 ' 0 ' F5 1 1 311-1/211 0 ' 0 ' F6 1 1714" 0 ' 0 ' F7 3 316-1/2" 0 ' 0 ' F8 6 2115" 0 ' 0 ' F9 1 2116" 0 ' 0 ' F10 1 1117118 0 ' 0 ' F11 2 PLY 7 11 ' 7"8 0 ' 0 ' F12 1 14 ' 11"8 0 ' 0 ' F13 3 PLY 1 20 ' 2 ' 0 ' F14 4 PLY 2 20 ' 2 ' 0 ' F15 9 3 ' 2 ' 0 ' J1 NC 1 412113 2191115 0 ' J2 D45 2 1 ' 2 ' 0 ' J3 1R 1L ** Hardware Floor ** 8 A HUS26 1-ply Truss Hanger 12 I THA422 SY42 Hanger 1 C HGUS28-2 2-ply Truss Hanger 1 Z HGUS5 . 5/12 3-ply GPLam Hanger 1 ZZ HGUS7 . 25/12 4-ply GPLam Hanger ** Beams ** 4 22 ' BM 1 GPLAM 16" 2 16 ' BM 2 GPLAM 9-1/2" ------ - ----------- ------ ----- --------- ----------------------------- ---------- 44 - Trusses 23 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 12 - Jacks 6 - # of Beams 0 - # of Rim Board ------- - - - ------- ---- 56 - Total Trusses w w cf) w w •• H Z O O cl: H IY I- IZ n U O LD I F- _-a - 24'2"— zJ's' --i 24'4 ---- Q7O O I � FIO 1. DD NOT CU7 OR RLTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 3 2. VERIFY RLL SPANS AND AtKIUNTS RS TRUSSES VILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOYEDy��UNLESS APPROVED i IN VR I T I NO BY TRUSS PLHNT MANAGER m 4. APPROVED BY FS APPROVAL GATE: F13 2z DEL. DATE UI N BUILDER TO CONV. FRAME ROOF. VALLEYS N y N y AND D.HRNGS AS NEEDED. F7 Iy 4 t< LL BUILDER TO FRAME DOWN CEILINGS AS NEEDED. FB BUILDER TO BUILD UP WALLS TO i MATCH TRUSSES RT HIGHER PLT HT. ALL WALLS SHOWN ARE LORD BEARING z UNLESS NOTED OTHERWISE. O BM LH '! ........ ATTENTION ......•• �- BUILDER IS RESPONSIBLE TO INFORM ALL lz Q SUBCONTRACTORS AND FRAMERS NOT TO CUT, U F2 DRILL qR NOTCH SY$42 TRUSSES OR BERMS. co BUILDER WILL BE RESPONSIBLE FORREPAIRS, (n in REPLACEMENT COSTS 6/OR ENGINEERING FEES. W co O J CO O O CL � tZ F1 24'2" 2J•6- J6'4' B'� Y Q 78' W CD O r O (n w Z [1 LD H (JJ H w = c) n JOB N0: E0820F PAGE N0: 1 OF 1 / 1 i v �� J MANNING BUILDING SUPPLY Philip Shoemaker 30 Sep 2005 2:59 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2004 Georgia-Pacific Corporation Version: 5.0 Build: 5.0.0.15 Project : E0820.FBD LOT 16 PARADISE PRESERVE Mark#: BM 1 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5", 565 psi LJ 5.5", 565 psi 3.5", 565 psi 1619" 416" LOADS Project Design Loads:Floor:Live=40 psf,Dead=15 psf,Roof:Live=30 psf, Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info ' 1 Span Carred(psf) 55 40 100% 0 0'0" 16-0" 21'0"s.c.- Pr 2 Span Carried(psf) 55 40 100% 0 160" 21'3" 4'0"s.c.- 3 Uniform(pif) 125 0 100% 0 0'0" 21'3" 4 Span Carried(psf) 42 30 125% 0 010. 21'3" 21'6"s.c.(Slope:8.0112) - Uniform(plf) 29 0 0 0 21'3" Self Weight *Dimensions measured from left end when span#is 0otherwise,from left end of the specified span. SUPPORTS(lbs) - 1 2 3 Max R'n 8331 20012 -988 Min R'n 3207 7913 -5929 DL R'n 3218 7913 -1850 - Min Brg(in.) 2.11 5.06 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 9974 1 16'6" 71 26600 125%`•'0 0.37 M(ft-lbs) 30322 1 16-9" 71 87385 125% 0.35 LtRn(lbs) 8331 0 010.1 72 13842 100% ' " 0.60 See Note#5 RtRn(lbs) -988 0 21'3" 73 13842 100% 0.07 See Note#5 IntRn(lbs) 20012 0 16-9" 71 21752 100% 0.92 See Note#5 LLDefl(in.) 0.18 1 8-4- 72 0.56 01088 TLDefl(in.) 0.30 1 8-4- 72 0.84 U669 USE. GPLAM 2.0E 1.75x16.00"4 Plies Grade,Depth 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 B 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.Provide approved uplift resistance at supports with negative reactions. 9. Verify that load is applied at top or equally from both sides. 10.Bolt plies together w/2 rows of 1/2"dia.bolts&washers 2"from edges @ 24"o/c staggered. 11.Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 12. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13 For explanation of GROUP change to expanded printout ew MANNING BUILDING SUPPLY Philip Shoemaker 30 Sep 2005 2:59 pm 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2004 Geor ia-Pacific Corporation Version: 5.0 Build: 5.0.0.15 Project: E0820.FBD LOT 16 PARADISE PRESERVE Mark#: BM2 Usage : Beam (Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No Slope : 0/12 3.5", 565 psi 8.0", 565 psi 8.0", 565 psi L 3.5", 565 psi 51011 41811 510-1 tw LOADS Project Design Loads:Roof. Live=30 psf, Dead=12 psf,- Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start@End Span# Starts Ends Additional Info' 1 Span Carried(psf) 42 30 125% 0 010. 14-8" 21'6"s.c.(Slope:8.0/12) - so 2 Concentrated(lbs) 2346 1676 125% 0 5-0- 3 '0"3 Concentrated(lbs) 2647 1891 125% 0 9'8" 4 Partial(plf) 340 243 125% 0 0101. 4'0" 5 Partial(plf) 385 275 125% 0 10'0" 14'8" Uniform(plf) 9 0 0 0 14'8" Self Weight *Dimensions measured from left end when span#is 0, otherwise,from left end of the specified span. SUPPORTS(lbs) _;(, • 1 2 3 4 Max Rn 1810 5744 6403 1924 Min•R'n 486 1708 1903 519 DL R'n 551 1708 1903 584 qac Min Brg(in.) 1.50 3.00 3.24 1.50 [Based on bearing stresslbelow] Brg Str(psi) 565 565 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 1490 3 1-2" 45 7898 125% 0.19 M(fC-lbs) 2119 3 2-11" 42 16320 125% 0.13 LtRn(ibs) 1810 0 010. 42 6921 100% 0.26 See Note#5 RtRn(ibs) 1924 0 14-8" 42 6921 100% 0.28 See Note#5 lntRn(lbs) 6403 0 9'8' 45 15820 100% 0.40 See Note#5 LLDefl(in.) 0.02 3 2-7- 42 0.17 U3146 pw TLDefl(in.) 0.03 3 2-7- 42 0.25 U2225 USE: GPLAM 2.0E 1.75x 9.50"2 Plies Grade,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 8 duration factors that produces the highest stress ratio and may be less than 40 maximum reaction. Therefore, when reaction values are required, use Max Rn from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9. Verify that load is appHbd at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o/c along top and bottom edges. Nail from alternate faces,2'from edges. 11.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.For explanation of GROUP change to expanded printout a Alpine Engineered Products, I 1950 Marley Drive Haines City,PL 33844 Florida Engineering Certificate of Authorization Number: 7 �; Florida Certificate of Product Approval#FL1999 ' * g Page 1 of I Document ID:1Sk2151-21106105155 .IAN 0 11 ti i Truss Fabricator: Manning Building Supply Sob Identification:; EO820E-PAUL'S BAY -- LOT 16 PARADISE PRESERVE Tracts Count: 19 BYw Model Code Florida Building 'Code Truss Criteria: ANST/TPI-1995(STD)/FBC , w "^ C'- Engineering Software: Alpine Software,Version 7.20. Armcturai Engineer o€Record: - Address: d Lou Pon#igo & Associates, Inc. Consulting Structural Engineers 'NO TAKEN ❑ MAKE CORRECTIONS NOTED REJECTED SEE REMARKS ❑ REVISE & REgUEMIT Review is for the llmitod pvrf -�of cis(3.: ; +D ., lornzonce with the design>concepi Cenci jlw?. t.;ti tk n .oc sly -eie Contract documents,I +,i rxr9 mii i� :r'i'y? U nsncccurocy or Completeness of detoii4,��u =:,I'.ss�a,t, !"Pk gauges,fabricczt". 1 pr�zces �s;...o,,s�:.CI*; t"._.. a;methods, coordination of the work with r fuer fltlat4.o, cc.,s.iuctlon safety precautions,on of o. h ore}#ila stair bslty of the Contractor.the C, i;tmw-tor is responsible fo a r nensions to be confirmed and c0r-,eK'.xter1 at`he SOO. RG-Vik w Of 0 Specific Item shall not Inckide a raw of the en to assembly of which the Item Is a component,i ,iaw of re-submission will cover only designated changes on the sL'b ;t#al and other changes clearly identified by th odor. By: J Date: (E0820F PAUL'S BAY LOT 16 PARADISE PRESERVE F7) Ihit, UWG PRIEPARED FROM COMPUIER INPUT (LOADS & DIMENSIONS) SUBMIIIED BY 1RUSS MFR. Top chord 4x2 SP #1 Dense 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: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 120 0.25 17.08 Truss must be installed as shown with top chord up. 19" 9-1-8 6-7-8 15" Typ. 3X3= 3X3= 1.5X4(R) 1.5X4(R) 3X3= 3X3= 3X3= 1.5X4111 1.5X4111 3X3= 3X5= 1-0-8 1 0 8 1T0 , 1012 3X3= 3X3= 3X3= 3X5=- 2X4 III X5=2X4111 3X3= 3X3= 3X3= 2X4111 17-4-0 Over 2 Supports R-174 PLF W=7-3-8 R=614 W=3" Wave TPI Design Crit: TPI-1995 STD FBC 7.20.0918. Y:l FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING"TRUSSES REOUIRE FMTRFMF CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 40-0 P S F REFER TO GCST I-03 (BUILDING COMPONENT SAFETY INFORMATION). IS BY TPI (TRUSS PLATE INSTITUTE, 5H3 S• R E F R151-- 10903 D'ONOTRIP UR., SUITE 200, MADI,ON. WI 57]19) ANU WT CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. •N�• MADISON, W[ 53]19) FOR SAFETY PRACTICES Pft10R 70 PERFORMING (NESE FUNCTIONS. UNLESS OTHERWISE INDICATED. • T C, D L 1 0.0 P S F DATE 10/06/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AN BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED y, RIGID O(LING. $ • 7� ` BC DL 5.0 PSF DRW HCUSR151 05279179 *`IMPORTANT**FURNISH A COPY OF THIS DUSIGN TO THE INSIAI.L AT[ON CONTRACTOR. ALPINE FNGINFFRFD PRODUCTS, LIIC. SII ALL NUI BE RESPONSIBLE TUR ANY OFV IAIID II FROM lHlS OFSIGN; ANY FAILURF TO BULLU THE _ : • BC LL 0.0 P S F HC-ENG RB/AP TRI1S5 IN fOlif OPM ANf.F WI111 IPI: Ok TARP ICAIING, IIA NUL IIIG, SH1111114 INS14L 1_TNG R BRACING IIF TPUSSF S. DESIGN CONFORMS Wf1H PPLICABLE PROVISIONS OF NDS (NAl1ONAI. DLSIGN SPEC. BY �f1 PA) AND TPI. ALPINE �. S TE T O T L D 5 5 0 P S F S E 0 N- 21843 DNNFI'TOP FL"" APF 1,'11 DF 21!/IBi AGA (W II'S/R) {� ::S 1M 6 1 GR 1DF NO 50 (11. K/II.S) f,Al ,I1fI. O.P PLY 9• w ATE, TO FA�II fA('.F OF TPISS A1I IINLFSS IUFRWISF I IED ON 1H1 OF 51GN, POSITION PEP DRAWINGS LHOA •••^�0R10P'� • V INSVTCIIWN OF PL TEs FOLLOWED BY (U SH,II 01. P[R NNF% A3 OF Ivll-2002 Ff.3. A SCAL ON 11fIS �©�.. (y D D R.FAC 1 0 0 F R O P J G INU IFgTLS A(CCI TnNCF O! PP')V FSSIONAL FNC.I Nf EP 1NG NF SPO NSID It IIY SII FIY FOP. tHl TR (.OMFONENT V c t HAW N. THE SOI IAB i L I TY AND USE OF 11115 COMPONENT FOR ANY BUILDING IS IIIF OFIPONS 18 Il I I Y OF THE _ _ _ 1 '�" "4 0 J :" .,..ISR Z1 IHIS.UFG PREPARLU FROM CUMPUIER INPU I (LUAUS & UIi4LNS 10141) SUBMI If BY IRUSS MFR. ( E0820E-PAUL'S BAY - LOT 16 PARADISE PRESERVE - Al 3 PLY ) Top chord 2x4 SP #2 N :T2 2x4 SP #1 Dense: 3 COMPLETE TRUSSES REQUIRED Bot chord 2x8 SP #1 Dense Webs 2x4 SP #3 :W5 2x8 SP #2 N: Nailing Schedule: (0.131"0" Gun nails) Top Chord: 1 Row @12.00" o.c. SPECIAL LOADS Bot Chord: 1 Row @ 4.25" o.c. -- (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) Webs : 1 Row @ 4" o.c. TC From 100 PLF at -2.16 to 100 PLF at 3.00 Repeat nailing as each layer is applied. Use equal spacing TC From 108 PLF at 3.00 to 108 PLF at 20.00 between rows and stagger nails in each row to avoid splitting. BC From 10 PLF at 0.00 to 10 PLF at 3.00 (1) 112" bolts MAY BE USED FOR (2) 0.131"x3"-Gun--nails ON BC From 12 PLF at 3.00 to 12 PLF at 20.00 THE BOTTOM CHORD ONLY. BC 62 LB Conc. Load at 3.00 BC *5932 LB Conc. Load at 8.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not located within 4.50 ft from roof edge, CAT I1, EXP C, wind IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TC DL-3.5 psf, wind BC DL-3.0 psf. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.17 19.88 Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. * CLUSTER (2) ROWS OF 0.131"X3" NAILS IN BACK FACE OF TRUSS OPPOSITE OF CONC. LOAD WITHOUT CONVENTIONAL FRAMING IS THE RESPONSIBILITY OF THE ENGINEER SPLITTING LUMBER. MINIMUM (20) NAILS REQUIRED. OR RECORD/JOB DESIGNER. LOADING, BEARING, AND OTHER INFORMATION SHOWN ON THIS DRAWING SUPERSEDE INFORMATION ON THE INDEX SHEET AND ON THE LAYOUT. 5X8= 3X8= 3X8= T2 1.5X4111 3X8= 5X8= s � W5 2-4-7 h9-1-2 3X8(Al) = 1.5X4111 5X5= 5X12= 5X8= 1.5X4111 8X8= L<-2-0-0-=-�j I, 3-0-0 _I, 17-0-0 ,I 20-0-0 Over 2 Supports R=5079 U=3041 W=3.5'1 R=3497 U=2094 W=3.511 PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.091 FL/-/3/-/E/-/- Scale =.3125" Ft. '*FERNING**TRUSSES(BUILDING COMPONENT CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 40.0 P S F R E F R151-- 10904 REFER TO BCS! 1-03 (BUILDING COMPONENT SAf ETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 683 D'ON OFRI0 DR., SUITE 200, MADISON, NI 53719) AND WTCA (WOOU TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN, ��, ••S� •� MADISON, WI 537/9) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. �• v TC D L 10.0 P S F DATE 10/05/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 7 N02 5 BC DL 5.0 PSF DRW HCUSR151 05278353 **I MPORTANT**FURNISH A COPY OF IVIS DESIGN TO THE INSTALLATION CON IRACTnP. ALPINE (Nf.TNEFRFD ALPINE PRoouns, INc. Sun11 NOT HE REsrONSIeIE roR All DEVIAunN FeoM nnS DFSIr,N, AM' FAILDPE Tn BunO THE BC LL O.D PSF HC ENG MNM/AP O 1n. I ,F HAN Nf SII!PP TNG INSTALL INf& PR,C INf.OF TRUSSES. TRUSS 1N CFOF R1NCH WIT! TPI: IS FABPICF INC. MLI o, TATE OF DESIGN COIIF ORMS WIT I1 AL'PL II.AB LE PROVISIONS OF NDS (NATIONAL OES[fN SPEC. UY AFSPA) ANI IP1. ALPINE G EnNNECTnP RIATFS AR M,DE IH 2n,IB;166A. (W F. )/R) ),SIM A-3 GRAHI 1n/6G (W R,11.S> GAIY STEEL. APRIY •. ,� ° TOT LD 55.0 PSF _ SEON- 46536 PLATES TO EACH FACE OF IROSS AND. UNLESS OIUEPWISF IOCAIE:O ON "IF' I,"" N, POSIT[nN 1'FN UP AW1NCS 160N Z. •��pRI�P�\ --__ - _ _______,_- __ ANY INSPECTION OF I'I AT ES In1.Ln11FI AV (i) SII:IL BF F'FN AO Nt.X AT OF 'PIT 21, SEf.3. A SEAL ON IDIS Alpine Engineered Products,111 URAWTRG TNU 1f,A EES nf.6FP1ANCF Of PROFESS,OVAL EN fiINLEP INf.PESPOHSIBIL FTY SOLELY FOR TUE 1P DSS COMPnNENT �Ej/l1 � DUR.FAC. 1.00 FROM PS 1950 Marley Drive DESIGN SHOWN. THE SUITABILI IY AND USE OF THIS COMPONENT FOR ANY BUILDING IS 111E RESPONSIBILI IY Of THE NAL YYY - Haines , �' 11 BUT ._- ^-�IGnEq r .,�.FTPr 1 Oct "nACIN �4.Q1 J r� 1114 Z1 mS.. ific o,_:pri h _. ;: v.._ �. ., c .,R -. •> c,. ., _,. '� ,._ _. ,.�v :.-Z . ..a I141 UWG PRLPARED FROM CUMPUILIZ 1NPUI (LOADS & DIMENSIONS) SUBMIITED BY TRUSS MFR. ( E0820E-PAUL'S BAY - LOT 16 PARADISE PRESERVE - F1 ) 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 #3 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Truss must be installed as shown with top chord up. Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=3.0 psf. Fasten rated sheathing to one face of this frame. Deflection meets L/360 live and L/240 total load. Sheathing is required for any longitudinal (drag) forces. All connections to be designed by the building designer. 1.5X4(R) = W=3X5= 1.5X4(R) 1-0-8 1-4 0 1-0-8 102 —L 2X4111 W=3X5= 2 X4 III 20-11-0 Over Continuous Support R=109 PLF U=132 PLF W=20-11-0 Note: All Plates Are 1.5X4 Except As Shown. PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.091 FL/-/3/-/E/-/- Scale =.3125" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. DANDLING. SHIPPING, INSTALLING AND BRACING. �• T C L L 40.0 P S F R E F R 15 1-- 1 090 5 REFER IO SCSI 103 BUILDING COMPONENT SAFETY INFORMATION PUBLISHED BY TPI TRUSS PLATE IN STIIVIE, 583 MG NCT D'ONOF RIO DR., SUITE 200, MADISON, WI 53719) AND W1CA (W 000 TRUSS COUNCIL OF AMERICA, 6300 ENiFRPRISE LN. ••• • • TOPIC HORDW SHALL I HAVEO PROPERLY ATTACHEDS STRUORURALPYANORSI ANDT BOTTOMUCHORDN SHALLN HAVE OAT PROPERLYIAI ACHED � T C D L 10.0 P S F DATE 10/05/05 RIGID CEILING. Nb. BC DL 5.0 PSF DRW HCUSR151 05278338 **IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLA.IIfN CONTAACIOP. ALPINE '%1'NFFRFD ALPINE eaouc3s. IN( u,u Nor OF ResroeslBLe FOR ANY DEI'( . I FRAM nn, VESIGN: NY FAu_uPE n BuuD n{F BC LL O.D PSF FIC-ENG MNM/AP TRUSS IN .DNF-RMANI III TO IPI: OR FAB ICAIINri, H',NOL IDG. SIIl P.IN G, INSTAL1711 C,& BP.AC'IFIG Of TR USSFS. �• i F1E,[GN C[NFORMS WITH APPLICABLE PROVISIONS f NDS (NATIONAL DESIGN SPEC, BY AFRPA) AND IPI. ALPINE ONNF[TOP ILAIES APF M^.PF CF 2" 1'1/15OA (l,H'S/Y.1 ASTM A6S3 GRADE N0060 (W. Kf H,$) GALY STI, I All'-Y �.. ��.• TOT.L D. 55.0 P S F S E Q N- 23485 ^� ♦ 1'I AIES TO EACH F.AAE OF IPUSS ANO BNI.F:SS OTIFPVIISE L.CITfO ON IVIS Qf SI(.N, POSIIITIN PIP P11.11 16OA-1. •�O��Q.••` __ ___ __ _ Alpine Eng veered Products,IIj ANY INSPFT"ION OF PL 'I" T FS AN lnWfU BY (i) IFA 9E PLR AN"I A3 D I1 1QO2 SFC.i, A SEAL IID IhI1S • \ 1) DRA4l1 NG INOICAiFS ^ CFP FA NCE tF PRI)F ESSInN,1l LNI.INFFPIHG RFSPONSIB II.I Tv SOI EIY fOP illE Tk USS CUMrONF III DUR.FAC. 1.00 FROM PS IA.iMarleycrilFe UE SIGN SHIN. SULf^,BII ITY ZD'1CF OF 1HTS COMPINENI FpR ANY O11(DING IS I11F RFSPONSIBILIIY OF IDL �' -- ----- - valMes -_11_j'11144& Bu 11 .- .. -,GHEP P ..-.,TPI , Jc ANAL �".''IN "'4.0' J 1 SR Z11 _ -ti cat �. .- _. ..;1_R" THIS UWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 8Y IRUSS MFR. ( E0820E-PAUL'S BAY -- LOT 16 PARADISE PRESERVE - F2 ) 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 #3 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Max JT VERT DEFL: LL: 0.43" DL: 0.16" recommended camber 1/4" Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL-3.0 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 109 0.13 20.50 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. _� 28.5" _I _I 9-3-0 � 9-3-0 lupi W=H0308= 5X7= 3X6= 3X5= 3X3= 2X4111 2X4111 3X3= 3X5= 3X6= 5X5= 1-4-0 1.5X4(R) = T 1-0-8 I Z7!�4�1 +10-1 2 —L 2X4111 5X5= 3X6= 3X3= 3X5= 3X5= 3X3= 3X6= 5X5= 2X4111 W=H0308= 20-10-8 Over 2 Supports R=1148 U=676 R=1136 U=657 W=3" PLT TYP. 20 Gauge HS ave TPI Design Crit: TPI-1995 STD FBC 7.20.0918. FL/-/3/-/E/-/- Scale =.3125" Ft. `.WARNING"'''TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. T C L L 4 0.0 P S F REFER TO SCSI I-03 (BUFLDING COMPONENT SAFETY INFORMATION). PUBLFSHED BY TPI (TRUSS PLATE INSTITUTE. 583 R E F R151-- 10906 D'ONOFR IO OR.. SUITE 200, MADISON, NI 537 I9) ANO WT CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. `\ ' �7 T C D L 1 0.0 P S F DATE 10/05/05 TOP CH ORO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANFLS ANO BOTTOM CHORD SHALL HAVE A PR OPERtY ATTACHED 1 RIGID CEILING.. No 1 BC DL 5.0 PSF DRW HCUSR151 05278350 —IMPORTANT�xF IIANIStI A COPY OF FHIS DESIGN 10 THF INSFALLATIIN CONTRACTOR. ALPINE ENGIN EFREI, ALPINE ROOUCIs. TNG. SHALL NDT HE 1111 1SIBLE FDR ANY DENIAuoN FROM 1HI_ DESIGN; NY rAnuRE rB Buno nlE BC LL 0.0 PSF HC-ENG MNM/AP IPIISS IN CO NF OR FIANCE VI IFH TPI: OR FnIF if ATING,. HAFH)I TNG,, SHIT PI HG. INS TALINO R BPACING OF FELSSFS. _ DESIGN CONFORMS FIT 'PRE ICABLF PP.OVISIONS OF NDS (NA FIONAL DL SIGN SPFC, BY AFRPA) AND TET. ALFINE A�� NATE OF CONN I( PLATES ^RF M,"BE OF 2D;IBTI6GA , III/" AS,M +653 GR AOF 40 60 (W. " E.S) 4AI.V. STFE1 AP PIY . j TOT.L D. 5 5.0 P S F S EON- 23479 3479 PLATES iO EACH FACT. IF TRUSS ANO. HNLESS OTI I.R W ISE L(CATFII O11 THIS DESIGN, POSITION PER DRAWINGS I60A 1. •.F�O w,OPf Alpine Engineered Products,III 'NY INSPEf1I0N Of f'I n1F2 FVLL 1111[D BY (i) SMALL HE PLR NNE% A3 ' IP I1 2002 I .3. A - AI p 1930IVIdTI DC14"E LIR ABI NC; INOIC ATES A [FPI^NCE 01 PPOFFSSIONAI. FNGIHFFP INS NF SPO NSI'11.I1Y SO1 T11 FOF THE TPU55 COMP(CHF NI (�[1Fj �•�`� DUR.FAC. 1.00 FROM PS BESIGN SIH%N. TIII SUITAB IL", AND I)SE OE "'I, COM III NF NT FON ,1 FII FII I LD INf IS FFII PE SPONSIBII IIY Haines 331 n nL .NLa 1 TPF l)t C I N '4.0 J - w.r3tiorizahhx� z ' �..��- .: .. ..o�.. .0 * ,�..y,- , s. IHIS DWG PREPARED [RUM COMPUIER INPUT (LOADS & DIMENSIONS) SUBMIIIED BY TRUSS PER. ( E0820E-PAUL'S BAY -- LOT 16 PARADISE PRESERVE - F3 ) Top chord 4x2 SP #2 N 120 mph wind, 15.00 ft mean h9t, ASCE 7 98, PART. ENC. bldg, Bot chord 4x2 SP #2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind Webs 4x2 SP #3 TC DL-3.5 psf, wind BC DL-3.0 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 81 0.25 6.96 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. 2-10-8 17.5" 2-10-8 lI 3X5= 3X3= 3X3= 3X3= 1.5X4(R) 1 4-0 1-0-8 +10-1-2 2X4111 3X3= 1.5X4111 3X3= 1.5X4111 2X4111 7-2-8 Over 2 Supports R=397 U=271 R=384 U=249 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.0918 rr FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING,, INSTALLING AND BRACING. TC LL 40.0 P S F R E F R151-- 10907 REFER TO eCSI 1.03 (BUILDING CUM PIINENT SAFETY INFORMATION), PURL 15HE0 BY TPI (TRUSS PLATE INSTITUTE, 583 111 0 TOP PNOHORD DS HAI(SHAVE PROPERL DY IATNACHED SSTRUCTUR DALWPANEL SOANDTBOTTOM CHORD SHALLENAVE AGPROPERL YRARTACHED MADISON. WI 53]19) FOR SAFETY PRACTICES PRIOR TO PER(ORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED. � �� TC DL 10.0 P S F DATE 10/05/05 RIGID CEILING. N 2•.••• BC DL 5.0 PSF DRW HCUSR151 05278347 —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.- ALPINE ENGINEERED ALPINE PRODUCTS. IRC. SHALL rvor nF RFS PONS"" FOR nNv DFVIAIIUN FROM THIS CIIiFn. ANr !ALLURE 11 HIFID THP D I L D D C F M N M/A P J (PUSS IN ""'FORMA NCF WITH IPI; UR IABR ILAIING. B'NDI II, G. SNIRVING. IHSIAI.1 NG 6 Rk�,,ING OF TRUSSES. /^� U L f J HC-ENG DESIGN CONI ORDS WIIII AP I't.ICABLF EROVISIUNS OI NDS (NA TION AI. U[SIGN SVEC, FlI &P.) AND IPI. ALP IBE eQ TATE OF �• "NNICIUP II.IES API MARL OF '0'18/jCG.A (W II SIN) ASTM A653 GPeDI 4 /60 (W. K H S1 OIL VI SIEEL. AP PIY �'•. TOT.L D. 55.0 P S F S E Q N 23512 PLATES I( EACH FAIL UI IP3�S AND. UNLESS 111HPUISF IOCA IID ON TIIIS(FSI GN, PUS I IIIN PER. DRAWINGS 1FOA Z. f _ _ .NY IN SI'ECIION Oi 11111111111. L ALES fOli pl/ID PY (i) SHAH DI PER nn NEX A3 Irl IPfl-200! SEI...1 A SERI 111 IHIS -- ---- A1pmeEn9glneeredProducts,ln DRAWING IID ICATFS AI CfP IANt'F fT PPOIESSION AI INGINFFRINO PFSP ONS[N II IIY SIIIELY FOH IHF TRUSS COHPI NEN( U` DUR.FAC. 1.00 FROM PS 1 OMarley Drive DESIGN SOOFIN. III SDII'.BIi.ITV AND USE OE II175 CIFIP INFNT FOR ANY PUII.DING IS THE PI:SYDNSISILITI OF THE �` � -- - -- --- >: twinesriC 33844m ;..:�,. NULL I IcnFN v TP1 -')C 1.r;^ —,..0 ..ISR . -Z- Iit". THIS UWG PREPARED FROM COMPUTER INPUI (LOADS & DIMENSIONS) SUBMITTED V IRUSS MFR. (E0820E-PAUL'S BAY - LOT 16 PARADISE PRESERVE F4) 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: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 120 0.25 13.71 Truss must be installed as shown with top chord up. 15" Typ. F 3X3= 1.5X4(R) = 3X3= 3X3= 3X3= 3X3= 3X3= 1.5X4(R) 1.5X4111 T 1-0-8 1-0-8 1 4-0 +10-1-2 3X3= 3X3= 3X3= 3X3= 2X4111 3X3= 3X5=- 1--r= =1E 9-0-12 '1 LE 13-11-8 Over 3 Supports R=444 W=3" R=903 W=3.5" R=236 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.0918 QTY:1 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. _ REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 587 *.*��*�•�� C L L 40.0 PSF R E F R151-- 10908 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719) AND WTCA (NO OD IR USS COUNCIL OF AMERICA, 6300 ENIFP PRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR IO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, v I �••• T C D L 10.0 P S F DATE 10/06/05 TOP CI{ORD SHALL IT PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM'CHORD SHALL HAVE A PROPERLY ATTACHED RIGFD CEIL,NG. _� �l0 6 1 BC DL 5.0 PSF DRW HCUSR151 05279178 **IMPORTANT**UFAISM A T A N CONTRACTOR- A v 1F FU IS COPY OF HIS DESIGN 10 THE INST LL4110 CONI AC OR L INE ENGINEERED 3 � (` ALPINE PRODuf,ts INC. 511 NOI BE ....ON,IHLE EOR ANY DE VI A'TO N fROM IDIS DESIGN ADI I.AILURL 10 BUTLD THE 3 BC LL 0.0 PSF HC-ENG R B A P 1PUSS fN IFIIIQPMANCE Wi Tll IPI; OP, IABP IC.4 TING. li-NUL TNG. SII,PPING. TNST IL TNG R BR',C IF Of IR DSSI S. �� ST * / 7 (� _.p_ UESIGN Cn NIl.MS WITH API(It.A Bi.E PRVVISIUNS OF NOS (Ila IIONAL DF.$IGN SI EC, BY A&PAI ANO TPI. ALPINE '* w A:*� TOT.LLI 55 Q PSF SEQN 21037 f.NNCI;T OP PIAAES AR1 T 01 III), IM1(iA (VI,I S(R) EE 1M 1653 C)'N TH U1�FQ (W. SISTI Nn.I.V, STEEL. APPI160A �•J'+./0Hilo`.•- \ --------- --_ -- - — PLFIFS TO EI:H 1:�fE IT TRUSS AND, IINI ESS .11114ISE LO ATEU (" IRIS DESIGN. EOSIIION PLR MEL. 160A Z. l ET (.NY INS.FC110N OI PL T1� IQI1,11WLD HY (i) SHALL RE PtP NHLX A3 Of I I1 2002 SCC.3. A SEAL UN ,Ills a /` Alpine EJl g�need[r(l�uCtS>In DRAW IN. INDICATES AC LI'T NI_F OF PROEESSION�,1 LNpI NIi PINr,RESPON ILITY SOL EIV FUP THF IPUSS COMPONFNF ��0��` '\"^� DDR.EAI.. 1 D� FROM PS I OMeFICy()(ll'E DESII,N SHOIIN. IIIA SUIIABll ITY ANI) USE 01 IDIS lUll-NI.NT FOR ANY BUILDING IS 111E PFSPONSIBILITY OF THE "—"—�� S-[—��' 1]j, .. .3rtilcatsA.,t, 1384 a r11i INE, •IPI t .::_. m..< � 1 .; .,v;.c ,. ,.� .. �.�.JSS- ,' => �..— ,,..,,a-- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MIR. ( E0820E-PAUL'S BAY - LOT 16 PARADISE PRESERVE - F5 ) 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: SPECIAL LOADS CHORD SPACING(IN OC) START(FT) END(FT) —-(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) BC 120 0.25 13.71 TC From 100 PLF at 0.13 to 100 PLF at 13.83 BC From 10 PLF at 0.00 to 10 PLF at 13.96 Truss must be installed as shown with top chord up. TC 737 LB Conc. Load at 10.69 CONVENTIONAL FRAMING IS THE RESPONSIBILITY OF THE ENGINEER Deflection meets L/360 live and L/240 total load. OR RECORD/JOB DESIGNER. LOADING, BEARING, AND OTHER INFORMATION SHOWN ON THIS DRAWING SUPERSEDE INFORMATION ON THE INDEX SHEET AND ON THE LAYOUT. 15" Typ. II 30= 3X5= 3X3= 1.5X4(R) 1.5X4(R) = 3X3= 3X3= 3X3= 3X5= 3X3= 1�0 1-0-8 0-8 10 1 3X3= 3X3= 2X4111 3X3= 3X5= 3X3= 3X3= 3X5= 2X4111 13-11-8 Over 2 Supports R=179 PLF W=9-3-0 R=588 W-3" PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) 7.20.0918.Ljowumm, f- FL/-/3/-/E/-/- Scale —WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTAI.EING AND BRACING. .r!! T C L L 40.0 P S F REFER TO BCSI 1-03 BUILDING( COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 / R E F R151-- 10909 D'ONOFRII DR., SUITE 200, MADISON, WE 53719) AND RICA (WOOD TRUSS COUNCIL. OF AMERICA, 6300 ENTERPRISE LN. ��.. •. R SAFETY NG HESE S. HERWISE ICATED, TIO PI CHOR DW SHALL I HAVE PROPERLY ATTAC,HEDS STRUCTURALPRIOR TO P PANELSI AND T BOTTOMU CHORDN SHALL UNLESS HAVE AT PROPERLYI ATTACHED �• v �• •1I T1. DL 10.0 P J F DATE 10/05/05 RIGID CEILING. 92 BC DL 5.0 PSF DRW HCUSR151 05278349 **IMPORTANT**F URNISN A COPY OF TNIS DESIGN TO TIIF INSTALLATION f,ONIkAC10R. ALP EHE ENGINEERED ALPINE PRODUCTS. IIIC. SHALL NOT BF RESPONSIBLE FOR ANY OF Y[A rION FROM IRIS OESI,N; NY FAILURE IO BU ILU THE 3 C L L 0,0 P C F HC-ENG _C NI ��AIM/A P IPUSs IN C.O PIF OR MANCI W17I TPI: 1)R EABPICI INO, HANLL ING. SII I I`P TNG, IH ST ALL ING 6 BP ACINF �'�F TP US SES. � J L IV 17 �Y /1 DESIGN f.ONF[1R M5 W(IH AL'V 1-ICANLE PROVISIONS OF Nps (NATIONAL ULSICN S('CC, BY AF RP A) AND FPi. ALPINE [ (� --�'- CONNCCTOP PLA Es I,r H+.OL OF 2O !8/16cn (W U;S)P) ASTM A 3 GRAM H r,O III Y H S) 11mV si[E1.. APPLY n��.� TOT L.D. 55.0 PSF SEAN- 2169 PI A.TES TO rCfl FIDE )4 TRU55 AND UNLE ss OTIIF PRISE L L1 ED ON IVIS pF SIGN I)SIIInN PEP. DRAW I IT GS I60!� �. ./O fl1n L p �7 ANY !NSPE INN OF PL A IFS IOL I"KI BY (i) SIIAI I. BE PER 1NNFX A3 nI IP11 lOO7 11 :. A SF nI TIN IRIS �..' Alpine ErineeCe(I Products,In HRAVIIIT 1MDIfA TIS A( FVT INCE Of PPOFEss10NAL ENGINFFP INF PF SPONS EB[I.TTY S01 CI YITIP THE iC05$ fOMPONFHI (��^— � DUR.FAC 1 00 FROM PS 'W"i Marley Drive DESIGN SUnWN. THE 5"114BILIrY AND USE 01 THIS COMPONENT POP ANT BUILDING IS THE RFSPONSIHn ITY Of THC -- - --- — - HainesL'_7 sssa pL1 -.- . -16N[R '•`- rP, I � ( `�"'CIN ''4.0 J 1SR L,. =.r"fica orizati x;- ,:: u. _,.. 'f : • ,;:;:. _ a. <.,.. ...,;j -: :. . _ "rte,:. W.:.._Z IH15 DWG PRLPARLD FROM COMPUILR INPUT (LOADS & DIMENSIONS) SU8MIIICD BY TRUSS MFR. ( E0820E-PAUL'S BAY - LOT 16 PARADISE PRESERVE F6 ) Top chord 4x2 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 4x2 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, Webs 4x2 SP #3 wind BC DL=3.0 psf. Truss must be installed as shown with top chord up. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 31 0.13 2.75 HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER (S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 15" Typ. CATALOG FOR PROPER APPLICATIONS. iI 3X5= 3X3= T 1.5X4(R) 1-4-0 �Zril 1-0-8 10-1-2 2X4111 3X3= 2X4111 3-1-8 Over 2 Supports R=188 U=180 R=174 U=180 W=311 PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.091 FL/-/3/-/E/-/- Scale =.375" Ft. "WARNING**TRUSSES REQUIRE EXTREME CAPE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. �t. LIULI � _ , C L L 4 0.0 P S F R E F R151-- 10910 REFER TO BCIE 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 V D'ONOFRIO DR.. SUITE 200,SA F MADIT YISON, NI 53719) AND WTCA (WOOD TRU55 COUNCIL OF AMERICA. 6700 ENT 11 RE Sf LN, HOPI C HORDWSHALLT IFPROPF PLY ATTACH EDS STRUCTURAL//AN ELS AND BOTTOM CHORD SHALL HAVE ATPR OPERLYI ATTACHE a� 1 T C D L 10.0 P S F DATE 10/05/05 RIGID CEILING. N%. A f BC DL 5.0 PSF DRW HCUSR151 05278351 `*IMPORTANT**FIIRNISH A COPY Of THIS DESIGN TO THE INSTAII_ATION f,ONTRACrOR. ALPINE ENGINEERED / /� C— ALPINE PRODUCTS, INC SIA 001 BE RESPONSIBLE FOR ANY DEVIA.Ir1N Penh r'EI UFSIC.N: ANY FAIL OPE r0 BUILD THE �w �f C L L 0.0 P$F H -E N G M N M/A P TPU55 IN CONF OPMnNCF 1!7711 IPI: OP FABRIf,ArINf,, H.NUI INf,. $HIPVINf,. INSTALL INf,R RP ACING OF TP USSES. P, L1F SrGN C)NF IP t1S WI111 API'!ICA81F PP0VI5IONS Ilt NUS (NPIIVNIi DE SrGN SPF(, PY AIRPn) ANTI TVI. ALVINL I-ONNFCTOR PIATFS P.P.F MADE OF 20/181160A (W,H/5Jk) ASIM A6S3 GP.AOC 40(60 (Id k/II,S) GAL V. SIfEI. APPLY �q%% L p P•r. TOT.LD. 55.0 PSF SEAN 23549 PI/IFS 10 E'�C li F:\fF OF TO' F U55 PNU. UNLESS PIHEI+LIISF L'fA1CU ON TNI$ OE 1,1,N PIS1110N PEP TIN AW INf.S 1';11,1-Z. `'� 40R%O 4 ANY INSPI IO1 VI PI_n IFS FOLI_VWED OV (i7 SHPi I. RF I'EP ANNE% A7 OF iPil-2002 SEC.3. A SE AI. ON IIIIS /` AlpmeEnco repPVeducls,In pRAW[NG INO[CAIES AC P1AIICE OF PROFESSI NAL FNG111111ING RI SPO NS IPltIFY SOLELY FDR IHC INUSS COMPp11ENr DUR.FAC. 1.00 FROM PS Y DESIGN SHl)llN. 141E SU IT AD IrY nBD IISF 01 MIS COMP 11 IN 101! ANV BIIILU TNG [S IIIC PC S P(!N>(B IL TTY OF IHk. Haines �� 33R eUI '" --IGNER 'TPI 1 _ _ CIN 4 0 J 1SR Z1 -------- THIS DWG PREPARLU FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0820F PAUL'S BAY -- LOT 16 PARADISE PRESERVE - F8 ) Top chord 4x2 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 4x2 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, Webs 4x2 SP #3 wind BC DL=3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Truss must be installed as shown with top chord up. CHORD SPACING(IN OC) START(FT) END(FT) BC 37 0.25 3.29 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. 10.75" Ty p. 3X5= 3X3= 1.5X4(R) T 1.5X4111 1-4-0 1-0-8 10-1-2 2X4111 3X3= 3X5=- 3 X5=3 6-8 Over 2 Supports[ R=182 U=180 W=3.5" R=196 U-180 PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.0918. FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING"TRUSSES REUUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. R E F R 1 5 1 1091 1 PETER TO BC51 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 ' C L L 4 0.0 P S F D'ON0 TRIO OR., SUITE 200. MADISON, WL 53]19) AND NTCA (MOOD TRUSS CO"NCIL OF AMERICA, 6300 ENTERPRISE IN. MADISON, HI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. ��•��• �� T C D L 10.0 P S F DATE 1 0/0 5/0 5 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CF.ILIN G. $ mac• � 12 BC DL 5.0 PSF DRW HCUSR151 05278348 `*IMPORTANT—HRNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE FN I HFFPEO a 1 ALPINE PRODUCTS. INC. SHALL IJDT BF RFSPONSIFlI.E FfIR ANY [1E YIA,ION FROM THIS DESIGN: ANY CAIL HNE TO OIiI LO OF _7� . _ B C L L 0.0 P S F HC-ENG M N M/A P IP LISS IN ftINF f1P M AlI C.[ YIIT EI IP[; OR FADP1.iT TNG, IIA NOL INC, SfiIPPING, f!1514LL TNG 8 NRnf TNG(IF (H USSE S. ! A�. TAT OF UESIGN Cl1NfORMS WIIN I'll.IfABLI PROVISIONS H NOs tNTM 651 DESIGN SPCC, DY AFBPA) A'1 IPI. PLP INT �Q' TOT.Ll) 55.0 P S F S E Q N-_23518 1nNNFrTOP PLATES ARE MADE nF PO/1R/16GA (W H/S/K) ASiM Afi 53 GP ADF II '! (IJ, k'V1,S) Gnl\ STf FI PPPLY �•♦ �. w ^.' PLATES 10 EACH FAC.f nF TRUSS ^.H II, 11JJi" OIHEPIlISE InCATED ON IVIS DESIGN, POSITION PER DRAWING$ IAO.,, Z. ORC�r'�` Alpine Ell Itleeie(1 Products,In SNV TNSPF CTION OT "AIFS T(1F I.DW[D DV (i) SIIALI BC PEP ^IINFX A3 DF IT II-111112 SFr 3. A SF,AL DN TEAS r l r UR AHI!IG INDIf.AT[S AC CI PT.NrI OF PPOFE55inNAL. CNGIHFfRINO RFSPnNSIB1111, SDI FLY FOR fill IN LISS COMPnlIFfIF Iw""' G D U R.FAC 1.00 F ROM PS ( OMarley DTl,e Df SIGN SHPIGN. THF SIM HIf.ITf ANU H5lF OF IDIS CONPONLNi FOR ANY PUT[.PING IS 111E Rf SVONSIBfL I" FII 111E Uu — -- --- (�� r,Hafi_E c' 338 DUI ... .._.Ir.NFR ..a.+. l :. .� ...:_. ;n '. ,..'.>:. ;:___. ::.:Oct s,;,:...: "'CIN .'" .,1, J fu� ISR " rizah �; �. ak. flllS DWG PRLPARLU FROM COMPUTER INPUI (LOADS & DIMENSIONS) SUBMITTED BY TRUSS WIT. ( E0820E-PAUL'S BAY LOT 16 PARADISE PRESERVE F9 ) Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 N: + 2X6 continuous strongback. See ANSI/TPI 1 02 Sect. 7.5. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, Max JT VERT DEFL: LL: 0.46" DL: 0.17" recommended camber 1/4" wind BC DL-3.0 psf. 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 109 0.13 6.38 Truss must be installed as shown with top chord up. BC 109 5.88 8.88 BC 109 6.38 9.29 BC 109 8.88 10.19 BC 109 9.29 12.29 BC 109 10.19 14.79 BC 109 12.29 15.29 BC 109 14.79 21.04 1048 23" � 918 1p. iW=H03081.5X4(R) = 1.5X4(R) XS= 3X6= 3X5= 3X3= 3X3= 1.5X4111 3X3= 3X5= T2 3X8= 5X5= 1-0-8 + 1-14-0 1-0-8 11 104-2 —L 5X7= 3X6= 5X5= 4X4= 2X5111 4X4= 5X5= 3X8= 5X7= 2X4111 2X4III W=3X5= 6-0-0 3-5-0 6-0-0 6-0-0 21-5-0 Over 2 Supports R=1165 U=668 W-3" R=1165 U=668 W-3" PLT TYP. 20 Gauge HS,Wave TPI Design Crit: TPI-1995 STD FBC 7.20.0918. FL/-/3/-/E/-/- Scale =.3125" Ft. "WARNING—TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. �G• 1 i� � LL 40.0 P S F R E F R151-- 10912 REFER TO 8CST 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 • �i D'ONOFRED OR., SUITE 200, MADISON. WI 53719) ANO WTCA (W000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN,MAD • `••%� ' TOPI ON CHOR DW SHALL I HAVEO PROPERLY ATTACHED 11 S STRUCTURAL P PANELS AND ANDTHE SE BOTTOMUCHORDNS.SHALLNLESS HAVE ATHERWISE PROPERLYI ATTTACHED V V TC DL 10.0 P S F DATE 10/05/05 RIGID CEILING. $ r NAS, 12 BC DL 5.0 PSF DRW HCUSR151 05278352 *'IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AIPINE ENGINEERED ALPINE PRODUCTS. INC. SHALT NIII BL RESPONSIBLE FDR ANY OE VIA,IDN FPOM THIS DESIGN: ANY FA(TUBE TO BUILD THE Z C L L O.O P S F HC-ENG M N M/A P TRUSS IN CONFORMANCE WTTH TP 1; UR FABP ICATING. UANULINti. SHIPPING, INSTALLING A BPAG,ING OF IRU551S. DESIGN CUNFORMS WITH APPLICADTE PROVISIONS 01 NO (NATIONAL DESIGN SPEC, BY AF&PA) ANO IPI. ALPINE TATE CON4 TOR P1ATEs neT MADE of x1.1H;15GA TO IF ASrM A.. C'AU N0/60 (W. N�H.s CALv. sTFn.. nPPIv . :• �•,• TOT.L D. 55.0 P S F S E Q N- 23473 �7 I'IAiES III IA% FACE OF TRUSS AHO I1N I.ESS 01 HCRWISI. LOC IFP ON ''I" DESIGN, POST TION PER DRAWINGS 160A 7. �.• IO�,�f••� _____ ___ ___ _ ___ AIItle EIl IIIEEIECI Products,1] r%NV INSPF(1ION OF PL ATFS FOLLOWED BY (i) SHAI1 HE PER ANNE A3 OF IPI1 20,02 SEC.3. A SEAL ON THIS C y DRAWING, TNI110.,115 AfCT PT A NCE OF PPOFFSSIO NAL 1111 IN F E R T NG P E S P O"'S IHII.I I Y "IFLY FOP 111E IPHSS COMP"I III • • _`v OUR.FAT.. 1.00 FROM PS 1 OMarley Drive OTSIGN SHORN. THE SI lT"H[L To ADO USE OF nils 1011P DNF Ni FDR ANr HII I I_UIHG IS TIIE RE SPUNSIR II IIY OF nlE --- 4aines .. cr 33844 Hun '._ '1,N- ER 1111 ". ., .:, :,: ::; I :, ...:.�c �A .��.C I N "4.O _ J 1$R Z 11 i IRIS OWG PREPARED FROM COMPUTER IRED I (LOADS & DIMENSIONS) SUBMITTED BY 1RUCS MFR. (E082OF PAUL'S BAY - LOT 16 PARADISE PRESERVE - F10) Top chord 4x2 SP #2 N Truss must be installed as shown with top chord up. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Fasten rated sheathing to one face of this frame. Deflection meets L/360 live and L/240 total load. Sheathing is required for any longitudinal (drag) forces. All connections to be designed by the building designer. 1.5X4(R) = W=3X5= 1.5X4(R) 1-0-8 1-4-0 1-0-8 10-1-2 - 2X4111 W=3X5= 2X4111 21-6-0 Over Continuous Support R=109 PLF W=21-6-0 Note: All Plates Are 1.5X4 Except As Shown. PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.0918 0Y:1 FL/-/3/-/E/-/- Scale =.3125" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. �� • T C L L 4 0.0 P S F REFER TO BCSI 103 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5N3 R E F R151-- 10913 D'ONOFR[0 DR.. SUITE 200, MADISON. WI 53719) ANO WTCA (WOOD TRUSS COIINC II. OF AMERICA. 6300 ENiERPR ISE LN, N /` MADISON, W1 53719) FOR SAFETY PRACTICES PRIOR TD PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, •' •/ �• T C D L 10.O P S F DATE 10/06/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHOND SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '•• 12 C DL 5.0 PSF DRW HCUSR151 05279177 **IMPORTANT**FURNISH A COPv of THIS DE stGN 1D T"F INSTALLATImI cory TR ACTDR. AI PTrvP EBG IrvB D ALPINE PODUf,fS INC. SHAH 111 BE P.ESPONSIBIF IDR ANY DEVIATION FP OM THIS UESIGN; NY FAIIUPF TU BIIIID IE B C L L 0.0 P S F HC-ENG R B/A P IP USS IN (ONFORM1IA NCE WI111 IPI, OP. LAHRICAI TNG. HANDIIHG. SHINNING. INS TALIING R BPAITNG nF TRI.ISSE. �• STATE OF DESIGN CONFf PMS WITH Al 11 IC/Hlk PR IV 1$IDN$ OF GUS (N:FIONnL DESIGN SPEC. BY AFRPA) AND IP[. ALPINE —(—T -p— CONNEf.101 PI III APL MAUL ,I 21 15/1FGA (W.H'S/Y) AASIM A65 GR IPF 10/50 IW. K/H,S1 GALJ �I 1-. APPIT 90••�.�.� ®A.J TOT.LD._ 55-.0—PSF SELVN- 21840 PI.A'" IH TACH 1AI.E F MISS 4UU, UNLESS OrHLPWIS1 LOCATED ON THIS Pf SIGN, P-IIIPN PIP LP/,H[N- 150:17, f: ANY 1//1111111 01 PL1111 I(IL I I1111D BY (1) SHAT.I. BL PER ANNEX Al I)I 1.11-1101 E1:.a. A SERF fN IVIS ••OR, r Alpine EnoineeredProducts,III DRAW1rv;,:,1!All$ ALCFP1ANf1 OT PNPIFSSIONALFNGINEEP111GPESP011SINIIIIY S1IEIYFIRTHI TPHSSCIIMPONENI /�•^~� p� DUR.FAC. 1.00 FROM PS ` 1 DMarleyL)ri%,e OF SIGN SHO JN. THE SIT ,13 LITY AND USF OF ells cGMP NENF FUR ANY EDIL1) G IS THF PESPOFIhIR11IIY OF THF fN.fw1 -- -- —_ i:., zag in ,... ❑nl -TGNLR ;g-.1 ,i :a..,. .c; ,: ......r: ,. _:_AR:c.. 7c ,. OI- AL ...,__:: J 1SRC Z11g . ; Ili IS DWG I'RLPARED FROM GUMPUILR INPU I (LUAUS & DIMENSIONS) SUBMIJIED BY TRUSS MIR. ( E0820E-PAUL'S BAY LOT 16 PARADISE PRESERVE - F11 2 PLY Top chord 2x4 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Nailing Schedule: (0.131"x3"_Gun nails) Top Chord: 1 Row @ 7.50" o.c. SPECIAL LOADS Bot Chord: 1 Row @12.00" o.c. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.-1.00) Webs : 1 Row @ 4" o.c. TC From 338 PLF at 0.00 to 338 PLF at 11.63 Use equal spacing between rows and stagger nails BC From 10 PLF at 0.00 to 10 PLF at 11.63 in each row to avoid splitting. The TC of this truss shall be braced with attached spans at 24" IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: OC in lieu of structural sheathing. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 11.63 HANGER= SIMPSON'S HGUS26-2 OR EQUIVALENT FILL ALL NAIL HOLES. Deflection meets L/360 live and L/240 total load. NOTE: Truss must be installed as shown with top chord up. SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.RFFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. CONVENTIONAL FRAMING IS THE RESPONSIBILITY OF THE ENGINEER OR RECORD/JOB DESIGNER. LOADING, BEARING, AND OTHER INFORMATION SHOWN ON THIS DRAWING SUPERSEDE INFORMATION ON THE INDEX SHEET AND ON THE LAYOUT. 3X6= 1.5X4111 3X8= 1.5X4111 T 2-4-0 2-4-0 9-1-2 1.5X4111 5X8= 1.5X4111 3X5= 11-7-8 Over 2 Supports R=2023 R=2023 14=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.0918 FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING--TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING, '•�• T L L 40-0 P S F REFER TO SCSI 1-U3 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 -nR E F R151-- 10914 U'ONOFR 70 OR., SURE 200. MADISON, HI 53]19) AND WTCA (WOOD TRUSS ESE COUNCIL OF AMERICA, 6300 ENTERPRISE LN, (�• w•.v (` TOP C.OR OW SHALL E 537 I"AVEO PROR SPERLYTry A T TA C REAC ICDS STRUCTR 10URAL P PANELS AND ANDT BOTTOM CHORD SHALL N HAVE ASS T PROPERLY INDICATED,HERWISE ATTACHE �` • c Tl. DL 10.0 P S F DATE 10/05/05 MADRIGID CEILING. 5 BC DL 5.0 PSF DRW HCUSR151 05278344 **IMPORTANT—FVPHISH A COPY OF THIS DESIGN TU INE INSTALIAT71N CONTRACTOR. ALPINF FNGINEEPt ALPINE PPODUGTS. IN1:. SHALL N01 BE RFSPONSIBIE FOP NY DL V1Al1ON FROM THIS DF Sif,N; ANY FAII HE' TD BUILD IHE B C L L D D P S F H C-E N G M N M/A P IRVSS IN CONFORM?NCE WITH IPI. OR FAPPIf II{C, {ANHI.ING, SHIPPING, IN511LLtNQ R BRACING OT TPOSS[S. �• STA OF - OFSTGN CONE RM_ WITH nPVLIf.ABLE PItOVISI0N5 HF NOS NATIONAL OCS l6N SPEC. BY AFft PA AND PI. AI PIHF ) °• D '• TOT.LD. 55.0 PSF SEAN- 21775 CIIN NE I:I LIR VL AILS APF to f.l)F OF ?0/19/1611A (W,H/S/K) AtiIM A653 IiN ADI 411/blT (YI, Y H.S) GALY. SITF1 ALOE PIATES TO EACII FACE JF IPIISS ANO. UN(.F.SS HTHE PIl ISE LHGAIED ON IFAS DISIGN. POSETION PIR HRAVINGS OA 1, •• 011,11 y.�• S ____-- —__. ANINSPECTION OF PLAITS FOLLOWTU BY (i) SNAIL BE PEP ANNEX A3 IF TP[1-2002 SE .3. A SEAL ON II{IS Alpine 13nlIlCCICd I�CO(lUCl9,Ill-,,,,y.... INDICATES Af CEP TANGF OF PN QI CSS I(1N AL ENGINIt P.I N6 RESPONAIBIL[FV SOLELY FHR 1VE TRUSS fOMf �A�`�►� DDR.FAC. 1.00 FROM P J D Marley Drlte DESIGN SHOWN. THE SUI TARII TTY AND USE OF THIS COMP+NENT FOR ANY BUILDING IS THE PESPONSIRIL[TY OF THE A l• Haines ' 3384 BUIL -1GNIR IPI t - Oct '-'C_I - - PC— [HIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( E0820E-PAUL'S BAY - LOT 16 PARADISE PRESERVE F12 ) Top chord 2x4 SP #1 Dense IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 2x4 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 2x4 SP #3 BC 120 0.00 11.63 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. HANGER= SIMPSON'S HUS26 OR EQUIVALENT FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3X5= 1.5X4111 3X5= T U T 2-4-0 2-4-0 9-1-2 1.5X4111 3X8= PN 1.5X4111 11-7-8 Over 2 Supports R=639 R=639 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.0918 L 3 E Scale =.375"/Ft. * BRACING. U REFERNTO BCIE 1u03ES REQUIRE EXTREME LEDIEDING COMPONENTASAFEPE NYF INFORMATIOON),N. IIPHIL I.... BYITPIN(TRRISG. TPLAII INSTALLING DTTUTE. III • `...... • •y T C L L 4 0.0 P S F REF R151-- 10915 IT I O NCIL IR ED IN TopNOHO RD SHALL SHAVE PROPERLYI ATTACHEDS STRUCIURDALWPANFLSO ANDT ROTTOMOCHORD OHALME HAVE A6PR OPE RLYR ATTACHED `` S ��I� MAD150N1 NI 53]19) FOR SAFE EY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, i••V �•�• T C D L 10.0 P S F DATE 10/05/05 RIGID cEluxG. 3 622 BC DL 5.0 PSF DRW HCUSR151 05278346 *IMPORTANT**FURNISH A COPY OF THIS OFSIGN TO IHE INSTALLATION CONTP.ACTOR. ALPINE ELIGIBLE ED * = • 1 *PRODUCTS. INC. SHALL "IT BF RESPONSIBLE FOR N1 UFVIAIIUN FROM THIS DESIGN; ANY EnIL TIRE TO BUILD I if (` ALPINE RUSS IN CnNFORMANCF WITH TPI; OR E.+BRIcn11NG. a NnIING. sruPPlNc. INSrALLENu 8 GRACING OF IFUSSFS _ e C B L L 0.Q P S F H C-ENG M N M/A P DFS IGN CONFORMS WIIH APPLICAU LE PROVISIONS OF NDS IW,I ZONAL II ESIGN SPEC. GY AFBP A) nN. IPI. ALPINE •• STAT Or f" -- roNNECInR P[AIFS ARF MADE OF 20118/161,1 IW H n/e) ASTM A1P3 GPADI 40/60 1 , R/n1.,) GALV. If 1. ^PPIY .•••� T Q T.L D. 55.0 P S F S E A N- 21769 PLATES IO EACH IAC( IF [PUSS AND. UNLESS I1THEPU ISF IPCA IFU ON THIS DESIGN. P)S II ION PER DRAWINGS 1601\ 7. C O p'O••� __-. ___ __ Alpine En ineered Products,In ANY IN1, I TION DF PI IFS F.LFOIII EL (I) 5HA11 BF PFR ING R n3 nI TPII-2n02 SEC T n SEAL VN )H15 %.to .. � _DUR.FAC. 1.00 FROM PS 1 0 Marl DIIVD DRAW TNG INDICATES RICH L NCE OF PROFESSIONAL FrIGINFEP[Nf,Pf SPON57BILI TY SOLELY FOP AIF (Russ COPIPONFNI ' 'r�Mo DOWN. TIIE 5 II AD[I III AND USF PE THIS (P[1POIII IT FCR ANY BUIL./NG IS IFI PFSPI NSIDI 1'Y OF HE - Of SIGN S Ilaines-4 '� 338 Bun mNER P TP1 .: �.+ i .. .. c:.� ,gal pct "'CIN 4 0 J ISR -" Zl ,.�_ <,_,.< ..„ _—lbw.. � — �,u., , THIS OW6 PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS i4IR. ( E0820F PAUL'S BAY -- LOT 16 PARADISE PRESERVE - F13 3 PLY ) Top chord 2x4 SP #2 N 3 COMPLETE TRUSSES REQUIRED Bot chord 2x6 SP #1 Dense Webs 2x4 SP #3 :W2 2x4 SP #2 N: Nailing Schedule: (0.131"x3" Gun nails) Top Chord: 1 Row @12.00" o.c. SPECIAL LOADS Bot Chord: 2 Rows @ 4.50" o.c. (Each Row) ------ (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) Webs : 1 Row @ 4" o.c. TC From 100 FILE at 0.00 to 100 PLF at 14.96 Repeat nailing as each layer is applied. Use equal spacing BC From 188 FILE at 0.00 to 188 FILE at 14.96 between rows and stagger nails in each row to avoid splitting. BC 639 LB Conc. Load at 0.21, 2.21, 4.21, 6.21, 8.21 (1) 112" bolts MAY BE USED FOR (2) 0.131"x3"—Gun—nails ON 10.21, 12.21 THE BOTTOM CHORD ONLY. BC - 2023 LB Conc. Load at 14.21 Deflection meets L/360 live and L1240 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC)• START(FT) END(FT) Truss must be installed as shown with top chord up. BC 120 0.00 14.96 The TC of this truss shall be braced with attached spans at 24" (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, OC in lieu of structural sheathing. SPECIES & GRADE OR BETTER. ATTACH WITH 0.1310" NAILS @ 4" OC. HANGER= SIMPSON'S HGUS28-3 OR EQUIVALENT CONVENTIONAL FRAMING IS THE RESPONSIBILITY OF THE ENGINEER FILL ALL NAIL HOLES. OR RECORD/JOB DESIGNER. LOADING, BEARING, AND OTHER INFORMATION SHOWN ON THIS DRAWING SUPERSEDE INFORMATION NOTE: ON THE INDEX SHEET AND ON THE LAYOUT. SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT Truss not symmetrical and cannot be installed end CATALOG FOR PROPER APPLICATIONS. for end. Mark for proper erection. 5X7= 1.5X4111 5X9= 1.5X4111 T (A) T 2-4-0 7!!!W2 2-4-0 +9-1-2 1.5X4111 5X12= 3X8111 5X7-- 14-11-8 X7=14-11-8 Over 2 Supports R=4872 R=5932 PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.2 0.0 9 1 G FL/-/3/-/E/-/- Scale =.375" Ft. •RFERNoNBCST 1 03E(BUILODING C.OMPONENI SAFETYFINFORMATION).NPUBLISHED BYIFRIN(IROSSTPLATE INSTITUTE`NSH3 •••16 T LL 40.0 PSF REF R151 10916 D'ON.FRIO DR.. SUITE 200, MADISON, W1 53719) AND WTCA (W 000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. `' ••�•1 EW MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS DIDERWISE INDICATED. a ' ' T C D L 10.0 P S F DATE 1 0/0 5/0 5 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED i RIGID CEILING. _ BC DL 5.0 PSF DRW HCUSR151 05278343 —IMPORTANT—Fin NISH A COPY DE THIS DESIGN TO THE (NSTAIIAIIUN CONTRACTOR. AIPINF FNGINEFP.F 3* /` PRODUC IS, INC. SIO\LI NOT BE RF SPI1N 51 BLE FOR ANY UIVIAt1UN FROM THIS DESIGN; ANY FAIL UPE TO HUII.D THE z j B C L L 0.0 PSF F H C-ENG M N M A P ALPINE —� RVSS IN CONFORMANCE WI(H TP[; R FADPICATINII, IIANOIING, SHIPPING, INSTALLING 8 DRACINC.OF IRUSSFS .p STA / DESIGN CONFORMS WITH APPLICAP,LE PROVISIONS OF NUS (N,'AI IORAL. DESIGN SPEC. DY AF&PA.) AN0 TPI. ALPINE j CDNNECTOP ELAIES TPF HAPF OT 201"1iI6GA (W 11 S7Y.) ASTM A6E3 61PADE A,161, (W. N1H,5) GAL,. STEEL. APPIY �•••�[p If1P•• TOT.LD 55.0 PSF SEAN- 46527 PI AIES 10 EACH FACE CI IPII S.S ANO, UNTF SS OMIT FWISF LOCAIFU ON IDIS DESI1N, CU'11 ION PIN ORAl1ING5 I60A I. M'.—•�`��••` _( _ _(` Alpine E i in Bred Products,In ANY INSPENTION OF PL TES FULLOHFD BY (i) ON AI DF PEP eNNFK A3 OF IF I1 2UD2 SLC.3. SEAL HN fIIiC S' nAL •/ OUR.FAC. 1.00 FROM PS 19 D Maz1Fj r)[IV6 DRAWING INDICATES E SO IANCF OF ANDFFSST ON 41 ENGINEERING RESPUG SIP BUILDING I f R INE TRUSS IT P'F`LT Y OESIGN SHOWN. THE SUIIAD II IIY AND USF OF HIS COMPONENT FUR ANY BUILDING IS INF RFSPONS1R1L7TY OF INE - - T{aines -�'. 3384 DD u - -IGNER rPI 1 = c �y , _ � CIN( . 4 0 J�f � 1SR��' Z11� ' IHIS UiiG PREPARED fROM iUMPU tER INPUT (LOADS & UU1ENbIONS) SUBMITTED BY TRUSS MFR. ( E0820E-PAUL'S BAY LOT 16 PARADISE PRESERVE - F14 4 PLY ) Top chord 2x4 SP #2 N 4 COMPLETE TRUSSES REQUIRED r y Bot chord 2x8 SP #1 Webs 2x4 SP #2 N :W5 2x8 SP #2 N: :W11 2x4 SP #3: Nailing Schedule: (0.131"x3"--Gun nails) Top Chord: i Row @ 2.75" o.c. SPECIAL LOADS Bot Chord: 1 Row @ 5.00" o.c. ------ (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) Webs : 1 Row @ 4" o.c. TC From 100 PLF at -2.16 to 100 PLF at 2.94 Repeat nailing as each layer is applied. Use equal spacing TC From 600 PLF at 2.94 to 600 PLF at 8.00 between rows and stagger nails in each row to avoid splitting. TC From 100 PLF at 8.00 to 100 PLF at 20.00 In addition apply (1) 1/2" bolt at each bottom chord joint location. BC From 10 PLF at 0.00 to 10 PLF at 20.00 (1) 1/2"-bolts MAY BE USED FOR (2) 0.131"x3"-Gun nails ON BC 4872 LB Conc. Load at 8.30 THE BOTTOM CHORD ONLY. 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not In addition, apply Simpson's 1/4" x 6" SDS screws located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 spaced 24" o.c. from one face of truss psf, wind BC DL-3.0 psf. in 2X4 top chord members. Deflection meets L/360 live and L/240 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) * CLUSTER SIMPSON'S 1/4" X 6" SDS SCREWS BC 120 0.17 19.88 TO LOADED FACE ADJACENT TO CONC. LOAD. MINIMUM (6) SCREWS REQUIRED IN LOADED FACE Right end vertical not exposed to wind pressure. OF TRUSS WITHOUT SPLITTING LUMBER. CONVENTIONAL FRAMING IS THE RESPONSIBILITY OF THE ENGINEER OR RECORD/JOB DESIGNER. LOADING, BEARING, AND OTHER INFORMATION SHOWN ON THIS DRAWING SUPERSEDE INFORMATION ON THE INDEX SHEET AND ON THE LAYOUT. 5X8= 3X5= 3X8= 1.5X4 III 5X5= 3X8(R) III 8 WS ZW1 T 2 4 0 I- 9-1-2 3X6 Al - 1.5X4111 3X8= 5X8= 5X5= ( ) - 5X7= 1.5X4111 14872# L<-2-0-0-�,J L, 2-11-5 ,1 17-0-11 20-0-0 Over 2 Supports R-6094 U-3648 W=3.5" R-3714 U=2224 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.2 0.0 9 1Fl /-/3/-/E/-/- Scale =.3125" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. Cj N T C L L 40.0 P S F R E F R151-- 10917 REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 • ��C D-O N0 FR I0 DR., SUITE 200. MADISONS IT . NI 531") ANO WTCA (WOOD TRUSS COUNC II. OF AMERICA. 6300 EN IE RPRISE IN, Gr' {� TOPCLADON SHO RDWSHALLI HAVE OPRO PERE Y ATTACHED HEDSSPRUOC TU RAL PPA I SI AN DTB OTTOMSE U CHORDN SHALL NHAVE LESS ATIROPERL PHERWISE ROPERLY ACHED T C D L 10.0 P S F DATE 10/05/05 RIGID CEILING. . �:• 12 C DL 5.0 PSF DRW HCUSR151 05278342 **IMPORTANT**FURNISH A COPY QF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE FNGINEER. PPUOII f,I$ INC. SHALL NI)1 DE PESPONSIEE FOR ANY DF VIAI ION FROM THIS DFSGN: ANY FAIT TIRE 10 BUIID TTI. ri �� ylr ALPINE fRUSs IN C NF ORMP.N CF I, I IPI: OR FADRI V,T TNG, U NU TNG. "" 'Inc. INSTALI INC,& OP F. OF CRUSS[5. ! B C L L D.0 P J F HC-ENG M N M/A P DESIGN CONT IR MS WI FFI APPI IC,ABLF PP,OVISIONS OF NDS (NA[IONAI DESIGN SPEC, RY AFFP A) ANO 111 ALP INC w f ' CONNFCTOP, PI+.TES M11F M.OF IU 20�18/16GA (W,111 IV AS M n6F9 GRADE a0, (H, N/O,S) GAI V. 51F Fi. APPLY �� ./�/ P� TOT.L D. 55.0 P S F S E Q N 46542 ^,� rr„„ ITAIES TO t1111 TACE OF T1USS AFIp, UNLC SS OiIIE RWISE IUCA IID ON IFAS OESf.N. POSITION PEP DPAWINOS I6OA 1. • 0fl10..6\ _ .-___ -__ -_ -_ Alpine En I❑2eCEd I�TOdil C 1$,LI NY INSP ION OF PI RIES F01 LDI'IFD DV (i) SII ALL BE PFR nNNFX A] VF I�I1-2002 SCC SCAL 011 IVIS �f p FlP.AWING [ND ICA FCS nt CCPTnNCI O PPOFESSFONAL ENG TNFFPING PESPONSIPIIIIV SOLEIY FIIP IDE IRU55 COUPON(NF L7/O�A� D D R,FAC, 1.00 FROM P S I- Marley )Tive OE SI, SH)HN. THE S1IITAB It.I" ANI) USL OF IRIS (DMPONL NI FOP ANY BUIIDING 15 FHL PE.SPONSIBILI I f Of CHI -- - - - - Haines ' 3-114 Guu --ISNEa IrI 1 - .Oct ....CIN X4.0 J 1$R "- Z1 t ,: - •. IHIS UwU IltEPARLU FROM F,OFIPUILR INPUT (LonbS 8 UIPIELISIONS) SUBMITTED BY TRUSS MFR. ( E0820E-PAUL'S BAY - LOT 16 PARADISE PRESERVE - F15 ) Top chord 2x4 SP #2 N :1-2 2x6 SP #2 N: 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind Webs 2x4 SP #3 :W6 2x4 SP #2 N: TC DL-3.5 psf, wind BC DL=3.0 psf. SPECIAL LOADS Right end vertical not exposed to wind pressure. --(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at -2.16 to 100 PLF at 20.00 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BC From 10 PLF at 0.00 to 10 PLF at 20.00 CHORD SPACING(IN OC) START(FT) END(FT) TC 500 LB Conc. Load at 3.65 BC 55 0.29 20.00 CONVENTIONAL FRAMING IS THE RESPONSIBILITY OF THE ENGINEER Deflection meets L/360 live and L/240 total load. OR RECORD/JOB DESIGNER. LOADING, BEARING, AND OTHER INFORMATION SHOWN ON THIS DRAWING SUPERSEDE INFORMATION ON THE INDEX SHEET AND ON THE LAYOUT. 5X5= 1.5X4111 T2 3X5= 6X6= 8 F— T 2 4-0 W6 9-1-2 3X6(Bi) = 1.5X4111 5X8= 3X8= 1.5X4111 L<-2-0-0->J I, 2-11-5 —1— 17-0-11 I 20-0-0 Over 2 Supports R=1753 U=1050 W-3.5" R=1155 U=692 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.0918 /FL/-/3/-/E/-/- Scale =.3125" Ft. }REFER X ION BCSI TRUSSES UO3 E(BUILDING COMPONENT ARE IN SAFE TV FABRICATION. I NFORMATIOON),HANDLING, PUBLISHED BY SHIPPING. IT ROSS INSTALLING INSTAND TTBUTEING.583 �. ,� • C LL 40.0 PSF [ D.ON0FR IO DR., SUITE 200, MADISON, W1 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 EN IE RP RISE LN, REF R 15 1 10918 MADISON. WI 5371.9) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OFHERWISF INOICATF0 �� •�••• TC DL 10.0 P S F DATE 10/05/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED ` RIGID CEILING. . . Ae)1 .GiBC DL 5.0 PSF DRW HCUSR151 05278345 **IMPORTANT**F tIRN1SH A COPY OF THIS DESIGN TO THE INSi AIIATI"N CONTRACTOR. AI PINF FNGINFF D ALPINE PR ODUCI S. INC. ,IIA LI NOT BE BLSPO BSIBIE FOR ANY DENIAL ION FROM IHIS DESIGN: ANY FAILURE IO BUTLD T. , BC LL 0.0 P S F HC-ENG M N M/A P IRUSS TN CONFnIiMANCf WITH IPI: OR FABPICATING. II',NDIING. 51{EPPING. INSTALLING 8 BPACING OF IP14SSF-1 S $T E OF i• DCSFON CONFORMS WITH AP APP PROVISIONS OF NQS (NATIONAL DE SI GI! SPEC, BY AF&PA) AND FPI. ALPINE •� [ (` ({ - --- I.NNECIOP IIAIFS ARE FL. E 0T 2O/LB/16GA (W.H)SEN) AS.M 4653 GRADE 40;60 (W. R/H,S GALV STEEL. APPLr w TOT L D. 5 5.0 PSF F S EON- 23572 PI FFS TO E CH FACE tL IPHSS AND. UNLESS OTHEAWTSE IF ALL ON THIS DESIGN, PUSI IIUN PLP DRAH(NGS IG A-Z- �• � �� --_— '---- - ---- ^d Products, nNY IN SPF(.TION OF PLAITS FOLI.OWID BY (i) SHALL BE PER ANNE% 43 OF FP 11.200) Sf C..3. A Sl(d DN IHIS w...... •� F�(' � AlpmeEll IriPeCCCI1 rl)duCWY In OR AW III f, INDICATES A(CCPTANCF OF PROFESSIONAL EFIGINEERLNG RESPONSIBIIIlY S)IIIY FOR TIIC TPUSS "IMPONFNi ��io�� DDR.FAC. 1.00 FROM PS I 0 Marley Drive pESIGN SHOWN_ 1HE S11T FITT TY ANO USE OF IH1S 1;I)EPn1 1 FOR ANY BUILDING IS THE PE SrGN SIBILITY OF THE Q (n�j�-- - — les ,.> . ificat .w 3384 Bnn - n;NEa P �,IP ,,. OctE, ,r n.•.0 .nom, J ISR , ,...-Z i h TUIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MIR. ( E0820E-PAUL'S BAY -- LOT 16 PARADISE PRESERVE - 31 NC ) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. 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 11-2-1 T --11F R=25 U=180 8 2-4-7 9-1-2 R=41 U=180 2X4(A 1) L---2-0-0--�J 3-0-0 Over 3 Supports R=336 U=231 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.2 0.0 9 1.8 3 E - Scale =.37511 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-- 10919 REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 wI D'OISO IO DR., SUITE 200, MADISON, WI 53719) AND NTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WE 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE fUNCTIONS. UNLESS OTHERWISE INDICATED, �� •: T C D L 7.0 P S F DATE 10/05/05 TOP CHORD SNAIL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��• Na 1 C DL 10.0 PSF DRW HCUSR151 05278341 IMPORTANT—FUPHISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE III SRF y ALPINE VNI DUf,i S. INC. SNAIL NOT BE PFSPONSIBtE EOk ANY DEVIATION FROM TIIiS DF SIGN: ANY FAILURE ID HUIIII TH1. l� B C L L 10.0 P S F HC-ENG M N M/A P I SS IN CUIT(1R Fi,\NfE 411141 TPI; DR FARPiCAT IN G, II\NOTING. SHIVPIHG. INSIAILING R HP ACING DF 1PUSSTS. OF SIGN CONFORMS WIIN 1 PLICABLE PROVISIONS ff NOS (NATIUHAI. DESIGN SPEC, BV AF%PA) ANI) IPI. ALPINE �� TATE F '• FONNECTDP PIA.IFS ARE MADE OF 2D,IAYTfiGA ;.SIM A6`.t GP.ADF 4D/60 (W. /H,S7 GALV SIFEL. APPLY ; w ,, T O T L D 47.0 P S F S E A N- 46549 PLATES TO F"CII FACE OF IPUSS AND. UNLESS OIITPUISE [PI ATO ON THIS DFSIGN, POSITION PFR DRAWINGS 6- 7. Imo/q�,R.• _ Products, � { "NY INSPECIIOR IIT PLATES FOLLOWED BY (II SOMI RF PER ANNEX A3 OF IPII ZOO? Sf C.T. A SEAL ON IRIS (� DDR.FAC. 1.25 FROM PS ---- Alpine EII 1neeTed l rI)d uCls,In ()R AWING INDICAIES AC.(f PTANFF OF RROFFSSIONAL ENGINFEPING RESPONSIBII IIY SDtILY TOP TOT IPIISS (OMPI)FLUT ,��""�� V` I 0Marley DFn'e DESIGN STIRGJN. THE SIIFABILTTY ANU ISF OF THIS COMPONENT FOR ANY RUII.DING IS INF RESPONSIBII ITY OI IHE -- --- --- +UIL 'Cr" 1 TPI L g'+� a uc ei .-al. _,,; .:;: . �M, 3 c C I N 4 0 J I S R _Z 1 THIS UWG PREPARED FROM COMPUTER INPUT (LOADS & DII•ILNSIONS) SUBMII[ED B'( TRUSS MFR. ( E0820E-PAUL'S BAY -- LOT 16 PARADISE PRESERVE J2 D45 ) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. 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) Hipjack supports 2-11-8 setback jacks with no webs. BC 47 0.17 4.06 Deflection meets L/360 live and L/240 total load. 11 1-12 5.66 R=4 U=180 2-4-2 0-4-7 912 � R-28 U=180 2X4(AI) 1 2-9-15---j 1_4-2-3 Over 3 Supports R=317 U=383 W=4.2" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.2 0.0 9 1 FL/-/3/-/E/-/- 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 R 1 5 1 10920 REFER TO-CSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PI ATE INS TITUIE, 583 �� D'ONOFR IO DR., SUITE 200, MADISON, WT 53]19) AND WICA (HOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON. WI 53719) FOR SAFEfY PRACTICES PR1UR IO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICA IED, R *••v\• •�••* TC DL 70 P S F DATE 10/05/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED `� 119. RIGID CEILING. b BC DL 10.0 PSF DRW HCUSR151 05278339 N R ALPINE F GIN_E "*IMPORTANT**FURNISH n r:ory OF THIS DESIGN To THE INSTALLATION CONTRACTOR. *7 ALPINE P,,,D1 . INc. SHALL nnT DE RESPo"BIBLE FOR ANY DIIIA oN FROM nus DESIGN: ANY 11 a uRl To Run D TII B C L L 10.0 P S F H C E N G M N M/A P TRUSS IN 10N FO P M1,,N"" LII IH IPI; UR IA BRIO>I1NG ri 1 V1 I.INC, SII i PI TNG, TN ST All TNG R BR`.0 IMG OF TRUSSES. :• S'i'� fit DESIGN CONFORMS WITH APPLICABLE PROVLSIONS OF NDS (NATIONAL DFSI N Sf LC, HY AFFPA) AND TP1. ALPTNC Vr -- f,@INICT0 F 'IFS APE H DE Ur 1I,ID!IbGA (W,H/5/V) ASIM All ORADF H FO (W, V/H S) GAIV. STFFI APPLY • p �f* T 0 T L D. 47.0 P S F S E 0 N- 46552 PI RTES IH E (:41 fACt U' '1155 AHU. UNI.F 55 OIHI RYII SF LUC DIED ON III IS PE SINN, CO, E SIIION PEP DP nt11NGS ANY INSPECIIVN 111 VL IfS IUEl OW(D BY (I) SI'I.l HF PER A..1 N[% AJ OI I II-?OII) St(.3. A SLAL QH IN1S (1� Alpine Elir]eered Products,In DR RAGING TND If.AIES AC CI PI ANCE DF PROFESSION AI TNG RTEER UIG RESPDNSIB iI IIY SII FIY FOR THE TRUSS CnMPOHFHT �(N/pNAL �� _ DURFAC. 1.25 FROM PS l D Marley Drive DFSTGN SHOWPI- THE SUIIAB1111Y AND USE OI THIS COMP HENT FOI1 ANY RU❑DING IS IHF RESPOWSIBTI TTY Fr DIE !� FFF�� ea: I � aJ3-L HI 11 16NER 'P-- Z 1 i.. J.: A: u. .' e .t..;. ... .., Jct Jve dI li tri.>:.CINCA ^4 0 J '. :zr I111 DWG PRL PAR ED FROM CUMPUILR INPUT (LOADS & DIMLNSIONS) SUBMITTED BY TRUSS MFR. ( E0820F PAUL'S BAY -- LOT 16 PARADISE PRESERVE - J3 1R 1L ) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. 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 9 0.17 0.88 PROVIDE (3) 0.131"X3" TOE-NAILS AT TOP CHORD. PROVIDE (2) 0.131"X3" TOE-NAILS AT BOTTOM CHORD. ;2X4 R= 183 U=259 10-1 2 1 0-7R= 16 U=180 9-1-2 (A1) -2-0-0� 1-0 0 Over 3 Supports 77 R=414 U=412 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.091w FL 3 E - Scale =.37511 Ft. —WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. S T. -•� L 20.0 P J F R E F R151-- 10921 REFER TO BC ST 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI "PUSS PLATE INSTITUTE, 583 D'ONOFR IO DR., SOITF 200. MADISON. WI 53719) ANO WTCA (WOOD TRUSS COUNCIL OF AMERICA, F700 ENTERPRISE LN, VG �� MADISON. WI 53719) TOR SAFETY PRACTICES PR10R TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATFD, S o TC DL 7.0 P S F DATE 10/05/05 To CHORD SHALL HAVE PP.OPERLY ATTACHED STRUCIURAL PANEIS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No#qb 12 y DL 10.0 PSF DRW HCUSR151 05278340 *•IMVORTANT**F URN(SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7f ALPINE PROD DCIS, INC. SHALT. HOT BF PfSPONSIRIF n1F .IIY OR'L^J ION TROTH If115 DESIGN: ANY fAIL"N" TO BUIIO THF : B C L L 10.0 P S F HC-ENG M N M/A P IPL$S IN C)NEEPMANCE WIIN iPf: (IP, IABRI .TING. HI NIDI ING, SHIPPING, INSTI INC,LR BR A('II1G OF TPUGSES. .�is ATE a j• S (-I.' M DESIGN CONFORMS W P AVPI ICANLE !ltOVI5I0NS OF HUN (S'M 0NAI IIESICN S41.C.. BY AERP ) .NU 11'1- ALPI NF �•.•• TOT LD 47 D PJF SEON 40545 CONNF CTOP PI AiFS AR.F M n! �F ZO/1B/IFGA (W,H/5/Y) AS ihl P6�3�iR?.OL 7O (W, N/H S. ,ALV SIEF I.. �PPIY I Engineered L� ♦ PLnIfS IU EACH FACE 1 TRUSS AND, ONI.I SS OIIII P4IIS I. IO(AIED ON ITIS OI SIGN, IONIII() PfR LIR 1NG5 InOA ? �QR1M�0 E�IpuICEn Ineeirei(li(•oducts,In ANY IN51'EtTION OF VLAIFS FOLl911EO EY (i) SHAII PE PFF aNNfN Al OF iPll 2001 SFr 3, P Sf1L Ofl Tt1I5 /0• `� 1 �Marley()Pr DRAWING IND If.ALES FICIP F'.NCE OF PPOICSSIUNAL FNGINFIRING RESPONSIBILITY SII EI.Y F11P IHL IRUSS COMPONENI �A\ —DDR.FAC. 1.25 FROM PS y BE SIGN SHOWN. THE SUITAUII.ITY AND USF OF THIS C.OMPI%NFNI FDI+ ANY BUILDING IS ;Of PFSPUNSIBILIIY Of IN, Haines 3FIL,3R null` IC,NFRIPI I 1JCt _ C INE '4—0 -'�,m� _uo zE�rtiticat ..e&';JTiz _. Etta.-a:..: .. _ r::_',. PAGE 1 Date: 10/04/2005 MANNING BUILDING SUPPLY LOG # : E0820 TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JOHN FERGUSON Pitch: /12 Customer: BESTCON HOMES Job Name : PAUL ' S BAY Address : 1484 LOURAL WAY Address : LOT 16 PARADISE PRESERVE ATLANTIC BEACH 32233 Designer: PS ----------------------------------------------------------------------------- Left I Right Qty Span I O.H. O.H. Description ----------------------------------------------------------------------------- 1 8 ' 2 ' 0 ' A2 1 8 ' 2 ' 0 ' A3 5 8 ' 2 ' 0 ' A4 1 8 ' 2 ' 0 ' Bl 4 813118 2 ' 0 ' 32 3 613118 2 ' 0 ' B3 1 1614 " 0 ' 0 ' C1 2 1614" 0 ' 0 ' C2 1 16 ' 4" 0 ' 0 ' C3 1 515" 0 ' 0 ' C4 2 PLY 2 712" 0 ' 0 ' C5 !' 1 1814" 0 ' 0 ' C6 2 18 ' 4" 0 ' 0 ' C7 1 35 ' 2 ' 2 ' D1 16 35 ' 2 ' 2 ' D2 1 12 ' 2 ' 2 ' E1 7 12 ' 2 ' 2 ' E2 1 1616" 2 ' 2 ' G1 ' 2 1616" 2 ' 2 ' G2 1 1616" 0 ' 0 ' G3 1 2116" 2 ' 0 ' H1 " 16 2116" 2 ' 0 ' H2 1 2116" 2 ' 0 ' H3 1 2116" 2 ' 2 ' H4 ** Hardware Roof ** 8 A HUS26 1-ply Truss Hanger 2 C HGUS28-2 2-ply Truss Hanger A° 7 G LSSU210 1 ply Truss Skewable Hanger 2 M LSSU410 1 ply WI80 I-Joist Skewable ----------------------------------------------------------------------------- vp 76 - Trusses 19 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks 0 - # of Beams 0 - # of Rim Board --------------------- 76 - Total Trusses w w rn w a w .. H Z O O M H Q CE n U O CD J m H O O zv•v 1. W NOT CUT OR ALTER TRUSSES, UNLESS 3• APPROVED BY TRUSS OFFICE 2. VERIFY RLL SPANS AND AMOUNTS AS TRUSSES PILL BE BUILT IN STR{CT ACCORDANCE WITH THIS Ll ACCORDANCE 3. NO BACKCHRRGES ALLOWED UNLESS APPROVED IN WRITING BY TRUSS PLANT MRN;GER N. APPROVED BY N2 APPROVAL DATE: m DEL. DATE BUILDER TO CONY. FRAME ROOF, VRLLEYS w w N H3 FIND O.HRNGS AS NEEDED. BUILDER TO FRAME OpYN CEILINGS AS NEEDED. BUILDER TO BUILD UP WALLS TO MATCH TRUSSES RT HIGHER PLT HT. •• - - RLL WRLLS SHOWN FIRE LORD BEARING z UNLESS NOTED OTHERWISE. O � H I1 aa....•.ATTENTION ...a.... I— B3 BUILDER IS RESPONSIBLE TD INFORM ALL r H2 B'll- C6 S'JBCONTRALTORS ANO FRPMERS NOT TO CUT, DRILL OR NOTCH ROOF TRUSSES OR BEAMS. BUILDER WILL BE RESPONSIBLE FOR REPRI AS, 3 REPLACEMENT COSTS R./QR ENGINEERING FEES- C-J m1 A CS Q n w w m ma Q C3 82J Cz m0 CE H1 1 :. s e BM 2 BTM eyg-3-13 I TOP a 11-e e Lj >- w CD = D � w Z IL CD H H J (n H w = o a- JOB NO: E0820 PAGE N0: 1 OF 1 ow op op 00 o s o* 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 oft Document ID:I$R1151•Z0305075732 Truss Fabricators Manning Building Supply Jobldeetification: E0820-PAUL'S BAY -- LOT 16 PARADISE PRESERVE (Lot 2 River Plantation North), Truss Count: 24 MbdelCode: Florida Building Code Truss Criteria: ANSI/TPI-1995(STD)/FBC Engineeringisoftware: Alpine Software,Version 7.20. '` Structural Engineer of Record: - Address: Minimum Design Loads: Roof 47.0 PSF @ 1.25Duration Floor - N/A Wind - 120 MPH ASCE 7-98 -Partially,Enclosed Notes: 8ba� rateti10/0S/20ii5 1. Determination as to the suitability of these truss components for the4` structure is the responsibility of the building designer/engineer of Truss Desi`i'Engineor.' record, as defined in ANSI/TPI 1 Arthur R.Fisher Florida License Number:$9687 2. The drawing date shown on this index sheet must teh the date shown 1950 Marley Drivel on the individual truss component drawing. Haines City,FL 3384,4 3. The loads indicated on all referenced gir0er � i�1"e consistent with the truss layout provided by Manning Building Supply for the above ref�l� n �FE4� identification. Loads applied by non-truss elements and basic load parameters are o 4,erOvU proved by the EOR/building designer. 4. As shown on attached drawings; theavtFn ; is, r � HCUSR151 t t a x€ E 5 Details: 140OC-GBLLETIN-140GS 1E'`.. I k�EE T "�� £§ I � �� €boo, € � t�� tt A F F(4 f A , X527 U., 1001 5/ 4 937 028t107kf 1 {�5/� 93811 Ets 2 #� R s E � €� fin,. 10` 93873=-C3'11 93874-C4 05278010 10/05/05 12 93875--05 05278011 10/05/05; 13 93876--C6 05278012 10/05/05 14 93877--C7 05278013 10/05/05 l 15 93878--D2 05278014 10/05/05 16 93879--E1 05278015 10/05/05 17 93880--E2 05278016 10/05/05 18 93881- Gl 05278017 ` 0 / 1 05 05 19 938 93882--G2 05278018 10/05/05 20 93883--G3 05278019 10/05/05 21 93884--HI 05278020 10/05/05 22 93885--H2 05278021 10/05/05 23 93886--H4 05278022 10/05/05 24 93887--Dl 05278024 10/05/05 j i 1111111111111 Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number: 567 Page 1 of 1 Document ID:1SR1151-ZO305075732 Truss Fabricator: Manning Building Supply Job Identification: E0820-PAUL'S BAY -- LOT 16 PARADISE PRESERVE (Lot 2 River Plantation North) Truss Count: 1 Model Code: Florida Building Code Truss Criteria: ANSI/TPI-1995(STD)/FBC Engineering Software: Alpine Software,Version 7.20. Structural Engineer of Record: Address: Minimum Design Loads: Roof - 47.0 PSF @ 1.25 Duration Floor - N/A Wind - 120 MPH ASCE 7-98 -Partially Enclosed Notes: Seal Date: 10/05/2005 1 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 Arthur R.Fisher 2. The drawing date shown on this index sheet must match the date Florida License Number:596871950 Marley Drive shown on the individual truss component drawing. Haines City,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Revised Trusses j Ref Description Drawing# Date 1 93887--D1 05278024 10/05/05 III II I IN 1111111111 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS Mf R. (EO820-PAUL'S BAY - LOT 16 PARADISE PRESERVE H3) Top chord 2x4 SP #2 N 120 mph wind, 24.82 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind Webs 2x4 SP #3 BC DL-5.0 psf. Calculated horizontal deflection is 0.30" due to live load and IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0.17" due to dead load. CHORD SPACING(IN OC) START(FT) END(FT) BC 49 0.29 10.75 Deflection meets L/360 live and L/240 total load. BC 47 10.75 21.25 HANGER= SIMPSON'S HGUS26 OR EQUIVALENT FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE 4X4(R) III LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3X5�� 3X5�i 6X6= 5 5L- 1.5X4111 1.5X4111 21 7-0 3X5 (A1) 3X5(Al) L<-2-0-0-3;1J 10-9-0 }E 10-9-0 21-6-0 Over 2 Supports R=1141 U=975 W=3.5" ...W R=1001 U=827 PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20. NSF•yFo TY:1 FL 3 R - Scale =.3125" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REF F R 1 5 1 93864 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TP[ (TRUSS PLATE INSTITUTE, SB3 0.516 7 TC LL 20.0 P S F D'ON0IRIO DR.. SUITE 200, MADISON. WI 53711) AND WTCA (W00D TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. y MADISON, WE 53]19) TOR SAFETY PRACTICES PRIOR TO PERFORMING THFSF FUNC TIUNS. UNLESS OTHERWISE INDICATED, ' �{S T C D L 7.O P SF DATE 1 D/D J/O 5 TOP CHORD SHALL HAVF PROPERLY ATTACHED STRUCTURAL PANFIS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED t C J RIGID CEILING. S T OF t�Q=' BC DL 10.0 PSF DRW HCUSR151 05278001 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO TIFF INSTALLATION fOHTRAf IOP. ALPINE FNGINFIRED R,O�•a� A L P I N E PRODUCTS Itlf. 6HALI NOT BE RESPONSIOIE FOR ANY DFV LATInN iROM TITS DESIGN: ANY IAIIONT ID BUILD THE -••'• �'�` B C L L 1 0.0 P S F HC-ENG BA/AF IItU SS TO CU NF OPIT WITH IPL; OR TAUR[C AT INfi. V.IIDLING, S IPP INfi. INS IALLIITG R 1111111,OF TRUSSES. AL _ DESIGN CONI IP,MS WITH ,\P PL Tt.A. PPOV IS IONS OF NDS (NATIIINAL OE1I:H SPEC. BY AT RPA) AHD IPI. ALPIPiI A — CONNFCTOR PIAIIS ARE MADE OF 20;18,16GF (1T R/S,Y) ASIM ,653 GRADE 10F6D (W K H.S, GALV STEII_ APPIY TOT L D 47.0 P S F S E A N- 46696 P11111 10 IACH IACL 01 IPUSS .^.ND. UHLLSs IUEPWISL L .]FD ON IHI) UFSIGH, P(--,D.AC P DP AYIIHGS 16UA-!. _ 1 ANV Ifi tilT'i I��N NF II AiIS I(II I�.UID H'! (i) I-�I.I fit FFP MINTY Ai DI IP1t ?I!11J F(:_1. SL�1L 'IN 11115 /, /` _ AIpIlIeEnQllteeredPln�IUCf$>III /)N AN INC INDIfA1T5 A ITPiANCF OF IPIIfFSSI qAI ENF,INFFR RESPFNSI II[iI S I11Y IIP 11I '1155 CnMPOHENI V� 5 105 DDR.FA 1.25 FROM PJ OA1"ley Dine OFCIGN ITT THE UIT,Rfl I" /,ND UCI Ill "HTS'Ci NLNI 1111 ANY HUILDING IS THE RLTIONSIDII ill OI THE ----��(� -/j �y� iaines ` 33R44 HL ILIGHE c_.'P> ,ct�� ...,.., ,r� �: ._ I a. .. :... .� :=�ta�.- .�.. ,1SR�, ZO3 �.I LBI y,,,,,-nzatlo I HIS DWG PREPARED FROM COMPUf ER INPUT (LOADS 8 DIMENSIONS) SUBMIIIED BY TRUSS MFR. (EO820 PAUL'S BAY -- LOT 16 PARADISE PRESERVE - A2) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. 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: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) BC 93 0.29 8.00 Deflection meets L/360 live and L/240 total load. HANGER= SIMPSON'S HGUS26 OR EQUIVALENT FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 4X4= 3X5 (R) III 8 F- 43-8-7 9-1 2 3X5= 1.5X4111 2X4(Ai) L<--2-0-0� I, 5-0-0 ,I, 3-0-0 _1 8-0-0 Over 2 Supports R=532 U=357 W=3.5" R=341 U-307 PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.0 "GENS•••..E` Y:l FL 3 R - Scale —WARNING—CST TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. Qp (� (` 93865 � DEO NDFR FER OIOB ON ,ISD ITEBUT 200O1 MA DI SO NNG ONW NT' '19)SAF Y ANDF WTCAT(WOOD TR U'SSC OUN 6 I I T OF AMERICA. 63001 ENTE R PI SE 58N, No 158687 T C L L 20-0 P J F R E F 8 1 5 1 9 3 B 6 5 MADISON, WE 577]9) FOR SAFETY PRACTICES P0.10R TO PERFORMING THESE FUNCTIONS. UNLES' OTHERWISE INC.DTED. ^ T C D L 70 P S F DATE 10/05/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOiiOM CHORD SHALL HAVE A PROPERLY ATTACHED p RIGID CEILING. T OF :�@= BC DL 10.0 PSF DRW HCUSR151 05278002 *"IMPORTANT"�F U0.NISH A COPY OF IRIS DESIGN TO THE INSTAILA FI0T1 CONTRACTOR, AI PINE ENf.INEEP,EU Op,O�' ALPINE PRODUC T INC. 'HALL NOT DE IiESPUN5101.E F1lH ANY OFVIAIION IROM IVIS DFSIGN. ANY FAILURE TO BNIID TIIC •.ff..11SW-e� BIC L L 10.0 P S F HC-ENG B A/A F TPUSS 1N ON(0R FI AN CF 41I IH IP1: OP iARRIC Y I1N G. 11 A N DL ING, SIII PP I NG. (1151 I.1 ING R BR;'C INf,OF TP IISSFS. DESIGN CONFORMS 111111 Al"111ABLE PROVISIONS )F NDS (NATIONAL DESIGN SPEC. BY ISIA) AND TPI. AI.PINF __IT Q� CUHNFCTDR PLAIE' ARE M 7E OF S0U'B/I GI (W ITIS/KI AS11A1 A6'J GRADE TO/6D (1f K/11,5) GA1V. 'FILL. APPLY .+w%Rw.•'� TOT.LD 47.0 PSF SEAN- 46555 PLATES l0 EACH FACE OF IP ISS A11D, UNLESS OIIIFR VISE IOC1IEH ON TNI' DESIGN POSITION IEP DRAWINGS 10111 t. -_ Alpine EnQIneered f IU�uCLS,IIj NY 1NSPECi II1N OF PI,FES IDI LOVIFO BY (1) SIIAII RF PFP INE% :.3 OF IPII 200i Sft.l. A SEAT (1N IH11q 1930 Marley�FiVe DR AW[NG [NU ICA FES AFCEP LANCE OF PROFFSSTONAL ENG LNEFP ING RE$PIIN S IH If FTY SO1!_IY FOR THE TRUSS COMPONINI OctC Q O D U R.FAC. 1.2 5 F R ON P S DFSTGN SHFOY 1. THE SUI Fn.BILITY ANO USE OF IN IS COMP-IIF N1 FOR AN' HUIIDINf, IS TUE RFSPONSIBILITY OF IHII -— -- -- — (( Haines 3384 BDu - IcnFR IPI T 1—C ''4.Q' J �� 1SR ZQ i'=> _rrtifical :""",�rizati - .. _...------ . �,. ......,.. f.. .. ., A. (E0820-PAUL'S BAY LOT 16 PARADISE PRESERVE A3) TRIS UWG PREPARED FROM GDMPUIER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not Bot chord 2x4 SP #1 Dense 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: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) BC 93 0.29 8.00 Deflection meets L/360 live and L/240 total load. HANGER= SIMPSON'S HGUS26 OR EQUIVALENT FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 4X4= 1.5X4111 8 F- 5-0-7 +9-1-2 1.5X4111 2X4(Al) = 1.5X4111 L<--2-0-0--�J 7-0-0 `11 0 01 8-0-0 Over 2 Supports R=532 U-296 W=3.5" R=341 U=365 �aaVR R: F/s PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.0 �'' ENSF yF Y:1 FL 3 R Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. R E F R 15 1 93866 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY 1P[ (TRUSS PLATE INSTITUTE. 583 0.59687 T C L L 2 0.0 P S F D'DN0FRIO DR., SOI TE 200. MADISON, W[ 53719) AND WTCA (WOOD Tft USS COUNCIL OF AMERICA, 6300 ENTERPRISE IF y i MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. 8* l* • R T C D L 70 P S F DATE 10/05/05 TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTUR'L PANFLS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED r. RIGID CEILING. TA OF BC DL 10.0 PSF DRW HCUSR151 05278003 **IMPORTANT**FIJR NI SI{ q COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.IR AC TOR. ALPINE ENGINEERED � ,Q�(•��v ALPINE PRDDUCIS rN . SHALL NOT BE PQ SIBLE FOR ANY DevIATroN FROM THIS DESIGN: ANY IAILURe IU BUIIO THE �� \v` BC LL 10.0 P S F HC-ENG BA/AF TPD" IN t rnP M:\NCE WITH 1PI: OR FABR ICAIING, NAH UI.ING. SII I!'VING. INST I1.TNG& BRACING OF 1RUSSES. ` (` (} OFSFOR CONI PMS WITH APPLTCADLE PPOVISIENs )F ROS (NATIONAL DESIGN SPFC, DY AFAPA) ANO TPI. AIPINE TOT.L D 47.0 P J F S E O N- 46558 CON NCCIOR PI Ar15 ARC HAD L OF 2U/I8i16GA (N H'Sj AS1M A! 3 GR AOI AO j6Q (W K H,S) GAI v. STEEL. AP VLY F L AILS IQ 1A(.H 1AI:E 01 IPUSS AND, UNI.FSS OIIIf RWI'I 1.11 AIED ON TH 1S OCSIGN, F 11110H P-R OR,\W INC,S 16111). Alpine E❑p ine0t'ed Producl$,Itj``NY INSPTCI TUN OF PLATES TOIIOIiIO BY (;) SHALL HI I'kl. NNEX A"a SIF IVIJ 2002 SF 9. A 'CAL ON THIS Oct 05 'O5 DUR.FAC 1 25 ITISDMaTIe ()1'1\E DRnWIWG IN01CAIt.S FrPrANCF OF PROFF'S10NAI FNGINFFYING PFSP�INSIH[I.TTY S1L[L\ FOP tHF TRUSS f,OMf'l)N 01 FROM PS Marley O('IC,N SII 11 t1. ^r�H�E,SI II BII X111, \Ilp I1'C )T 11115(OMI NFNI ILIP ANY HIIILOIN1 I' 1111 RFSI'ON'IBII II1 ;!F IIIC — --- -- ------ --- .__ ___ Haines rr 338d BOIL ...,x, Icx—�'..•�,�r-- <•,��;: ..I .�,: - ;.,.,.:. ;. _ ..., ; ;c� .:n A-.-- ,.. 1 :.�. ;.:-Z .. ,.:::. . .atificat ;.nriZiti , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO820 PAUL'S BAY LOT 16 PARADISE PRESERVE - A4) Top chord 2x4 SP #1 Dense 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #1 Dense Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.29 8.00 Deflection meets L/360 live and L/240 total load. HANGER= SIMPSON'S HGUS26 OR EQUIVALENT FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 2X5111 8 5 8 7 }9-1-2 1.5X4111 rr 2X4(Al) Lr�-2-0-0—>j — 8-0-0 Over 2 Supports R=532 U=259 W=3.5" R=341 U=400 R, FSS PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.0 6� CENS•••;yF Y:5 FL 3 R Scale `•WARNING""TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFUP.MAiION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 �• No!59687 •' T C L L 20.0 P S F R E F R 15 1 93867 D'UNOF RIO DR., SU TIE 200. MADISON. WI 53]19) AND WTCA (WOOD TRUSS COUNCIL OF AMERIf.A, 6300 ENTERPP ISE LN, y MADISON. WT 53719) FOR SAFETY PRACTICES PRIOR IO PERFORMING TNESE FUNCTIONS. UNLESS OTHERWISE INDICATED. * if T C p L 7.0 P S F DATE 10/05/05 TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTUR AI PANELS ANO BOTTUM CHORD SHALL HAVE A PROPERLY A1TAC,HED C RIGID CEILING. T OF BC DL 10.0 PSF DRW HCUSR151 05278004 **IMPORTANT**UCTS. INC.. -I1 SII A COPY OF THIS DESIGN TO TIIF INSTALLATION f,DESIGN: ALPINE ENGINEERED Op`p:-• A I N)1 R t RI- f(I IT ANY Dt VIAIIOII TRIP THIS DESIGN ANY FAILURE 10 BV IID TUC O �l ALPINE PRODUCTS. „". 1 BE ESP°" 1 L _...••E�U� BC LL _ 10.0 PSF HC-ENG BA/AF TRUSS IN 1.)III RR MA NSF WI1k1 TPI; OP FAOR ICATING. H NDI.INC,, SIIIPI TNG, INSTlII TNG 8 DR ACING OF IRUSSF S. OFSIGN CONE I+111 NIT11"ADI .U' PROVISIONS UI NDS INl F[JNAL DESIIN SPE(-. BY A R...) AND TPI. IF "I A10- """ - CIINNECIOR PLATES APF MADE II . R(16fA (W.11/S/Y) ASI A_A3 9PA'L 4P/6U <W Kl H,S) GAL V. STFF1.. APPLY I�pM�M" TOT.L D. 47.0 P S F S E Q N- 46561 P",IE> T1 E CII FACE OF IPIISS ND, UNLESS OIIIFP."ESE 1)CATEQ ON 1111S ULSlIM. POSITION PER ORALl1NG� 360A Z. Aline E❑ in Ceie��IY)C1UCI$,In•)NY INSPECIION OF PIAIES I(ILLOW11 BY (i) S1111 OF PFR lllX A3III 'PIT-2002 SLC.3. A SEAL IIN THIS Oct 05 '05 DUB.FAC. 1.25 FROM PS �',}ppQ� DRAWING 11101 ATE" ACCT PInN C1 01 PRGI FSSI 11,11 FNGINFI{ il' RFSPONSIH 11.11Y cnLELV FOR TIIF IN U55 COIAPONENi tw,i,Marley Drive D(SIG11 SH OIIN. THE SUIIAIi ILLTY nNU USE OC "HIS COMI'ONI NT FOIL AMY BIILLD ING IS THE RESPONSIB LL II'f OF TNC - Tlaines 'ti cr 338x4 RI n ^«Iexta P ..,IP �..� cn e - -- -— — -- ?AW.,.zrtificat >=rizauo ^4.0i R �'. ZO (E0820 PAUL'S BAY LOT 16 PARADISE PRESERVE 131) THIS DWG PREPARED FROM COMPUIER INPUT (LOADS & DIMENSIONS) SUSMI TIED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC DL=5.0 psf. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. Right end vertical not exposed to wind pressure. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE Deflection meets L/360 live and L1240 total load. ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. See DRW HCUSR001 02086015 for gable details. 3 I 1.5X4111 1.5X4111 3X5= 3X3= 2 0-4 11-8-8 2X4(Al) = 1.5X4111 1.5X4 III L<-2-0-0� 1 1 11-1-1 1 _I, 1-9-2 _I, 5-1-13 _I —8-0-0 Over Continuous Support —� R=109 PLF U=84 PLF W-8-0-0 PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.0 Ns�syF Y:1 FL 3 R - Scale =.375" Ft. "WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 0.59687 T C L L 20.0 P S F R E F 8 1 5 1 93868 O'ONOFR IO Oft., SUITE 2U0, MADISON, WI 53719) AND WICA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, y TTOPI C H O RDW SHALL I HAVEO PCA E D, t ROPERLY ARTACHEDS STPUCOTUROALPPANOELSI ANDTBOTTOMUCNORD N SHAUN HAVE AT PROPE R L YI ADT T ACU F D Y* . *@ T C D L 7.0 P S F DATE 10/05/05 RIGID CELLFXG. TATE FB DL 10.0 PSF • '(<�vQ DRW HCUSR151 05278005 *IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE APROO Uf.TS. INC. SHAD NOT BE PESPONS IDLE FOP ANY DEVI TION FROM 11115(1FSIbN: FNV FAlI I1I, TU BU TIO THE �� BC LL 10.0 PSF HC BA/AF TP.OSS TN f INFOP MANLE WAIT TPI: OP F1DR1CA17NG, 11 NUI.IN FI SII PPIHG. INS Tt,II INf,R BRACING OF TRUSSES. l7 DFS[GN C(NF nRM WI Ill ANPL ICAPLE PN OVISION )F HDS (N FI lAL DESIGN SPCC, HY IF,VA) ANI] TPI. At PINE' — —(` - CONNECTOR PLATES ARE MIDE OF 20/18/I6GA (w,115") ASI I t6ED GPIDF 10"6O (W K/H,S) GALv SIELL_ APPLY �� T O T.L D 4 7.O P S F S EON- 46567 I''nf[, i I`I IACL 111 IPUSS AND, UNI FSS DIHFPDf,L )CA IED UN THIS OESIGN, IOSIIInN PET, DR.1WtNG5 16OA Z. AIIY INSGFFIIr�H '�F VI AIIS FOLLOWED UY (1) SII^It UE I'Ft nNNFI Al LIF "II POO' SF F,.3. A SI AI I 'HIS _---- __—_ AlpineEll$i veered F'rod DIC S,In})N 4W RIG TNI ICA'I� I.FP IAgCE OF PPOFC S SI P II TL EN,I NIIPTNG RESP ONSIPT'ITY SnI CIY IPP THI 'ROSS COMPO MINI Oct 5 '05 DUR.FAC. 1.25 FROM PS Malley Drice Ano nsr m nus uu+P nNLni InR ANv B.'n DINn n nIF PF wu"v BTL uv Dr n'I --_---- __--_—.. — -- —.-- Y DI SIGN SH n11U. IHf S II',I,L"'Y FTaines n EL 33844 Bun •� u,Nu+ v IPI I "AOIN °4.0" J 1$R ' ZO >,utiricat c�. S:±nzati - � . r � �.. ..,: <.. d ........ ; . .:� ,, E,��;; s�ti ,..�_...... THIS DWG PREPARED FROM COMPUTER INPUT' (LOADS & DIMENSIONS) SUBMITTED BY [RUSS MFR. (EO820-PAUL'S BAY - - LOT 16 PARADISE PRESERVE B2) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP P2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) BC 94 0.29 8.15 Deflection meets L/360 live and L/240 total load. 1.5X4111 1.5X40 3 Ll �11 8 8 4-0 2 2X4(Al) 10 1 2 4X4=— L--2-0-0--j X4=L--2-0-0--j i8-3-8 Over 2 Supports R=535 U-398 W=3.5" R=363 U-296 W=3.5" q A RR. yS PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. .0 +.y TY:4 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 R 1 5 1 93869 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFELY INFORMAi70N), PUBLISHED BY TPI (IR USS PLATE INSTITUTE, 583 D'ONOFRIO DR., SU[iE 200. MADISON. WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMFRICA. 6300 ENTERPRISE LN. N0.5961E17 MADISON, WI 5371 9) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCIlONS. UNLESS OTHERWISE INDICATED, y T C D L 7.0 P S F DATE 10/05/05 TOP CF10 RD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALT. HAVE A PROPERLY ATTACHED # • 1� RIGID CEILING. E OF r@� BC DL 10.0 PSF DRW HCUSR151 05278006 **IMPORTANT**FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE FG.INEFRED PRODUCTS. INC. SIi R.tt NO? HE RFSPONSIBLE FOR ANY DEVIATION FPOM THIS DESIGN: ANY FAILURE TO BUILD THE R`� *� D C LI 10.0 P C F H C-ENG BA/AF A A F ALPINE Luc TRUSS IN COFIF ORM'NCC bIIIH TPI OP. EABRICAIING, HANDLING. SHIPPING, INIiAL1TNG N BRACING OF IROS SE S. ..... `[1� B L — S 17 B A/F1 DESIGN W"IMS WIIU'A ILCA IT PRI11"T'S I5 OF NDS (t1A Il NPL OESTF tI SPEC. BY A,M,A) .ANO TPI. ALPINE •n^,��\'V rJ)NNECiDP PLAIFS APF MPD, OF 2A 6T,N/SJr.) AS IM eSD GF�.U( (N KP GATV. STEEL. APPLY lf'A T 0 T.L.D. 47.0 P S F _ _S E Q N- 46573 PLAIIS 10 LAU FALL 01 IRUSS ANO, TIN I.E SS 01HE RW ISE IOCA IFD ON IDIS 1611GN. PO SII ION PER DRAWINGS 1FOA-7. Lt11hM _ AI/�IriC EIIg meer ,III ANY INSI LCI ION OI PI i(S FOt I.OWI II RY (1) SHAII BE PER NNLX A3 OF IPI1-2001 SEC.3. A SEAT ON FHIS Oct 05 105 r T9'SU Marley DnT'C DRAWING fNDICP.IFS ACfi`1-NCF OF PP'IF I:SSIIINAL FNGINFF TNG PESPONAfHItlfY SOLELY EOR THE ITT— COMPONENT DUR FAC. 1.25 FROM PS IITSIGN SHAWN. TIF SI.ITAO II IFY 'No USF Of THIS C.OIDONERT 101 AHY BUILDING IS THE RESPONSIBILITY OF THE ----- '-- — I{aines rT 33844 Bul ,,, "Ir,NFR I "ISIrPl I CDn O �� GC l GT CIN 4.0 J 1SR Z >�� x�rti8cat .w,v3rizali - a > ... ;. .. . .P .,a.�: '.-.,. ,.; .. �. (E0820PAUL'S BAY LOT 16 PARADISE PRESERVE 63) THIS OWG 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, PART. ENC. bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT I1, 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: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) BC 70 0.29 6.15 Deflection meets L/360 live and L/240 total load. 2X5111 3 E-- ( 11-8-8 3-6-2 2X4(Al) = T +10-1-2 3X3= L----2-0-0� 6-3-8 Over 2 Supports R=448 U=339 W-3.5" R=262 U-213 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.0 ry"••.�' Y:3 FL 3 R - Scale =.375" Ft. *REFERNTON BCSI1 TRUSSES03 (BUI LHIPE EXTREME DING COMPONENT CAREIN NY FIN RORMAT IUON).IIPOBLISHED BY SHIPPING, N(TRUSSINSTALLING INSTAND ITUIE'NG. 683 TC LL 20.0 PJF D'ONOFRIO DR., SUITC 200, MApISON, WI 5]713) AND WTCA (WOOD TRUSS SI COUNCIL OF AMERICA, 6300 ENTERPRISE LN. �•• 0.59687 ••� (` R E F R 1 5 1 93870 TOP MAOT CHO6 SI. IIALLT HAVE U PROPERLY ATTACHEDS STRUUCTURUALPPANEULSIANDT BOTTOMUCHORDN SHALLN HAVE UA TPR OPERt YI ATTACHED if TC DL 7.0 P J F DATE 1O/O5/O5 RIGID CEILING. It. TATE F $ BC DL 10.0 PSF DRW HCUSR151 05278007 **IMPORTANT**F UP NISH A COPY OF THIS DESIGN TO OUT INSTALLATION CONTRACInR ALPINE ENGINEERED �+ PR UU OF IS, INC SII A I.( fl 1T PE PF SP JfIS 1RIF FUR ANY DF VIAIInN EROM FHIS FESIGN, ANV FAILIIPE In HUliO IHF Q;•(•'•��`+� ALPINE ,ROSS 1N CONFOPMANCF 111 II 1P1: FR FAG PI III, G, II"H OI IN,. SVIII PING, INSI^.I LING B HFACING O( TP USSF S. •AL� � B C L L 1 0.0 P S F H C-E N G B A/A F DESIGN COIFOPFIS WETII PP11.'.BLL PROV IS IONS OF NDS (NAT111.1 UE51(N 5FEC, NY AFRPA) AGO TPI. ALPINE L V - — CONNECTOP PLATES ARE M IG 1F EO/IO.ICG,. (I,II/S/K) rtSIII A6S3 CRAIF 4U16n (W V/H.S) GAIV. SIEE1. API'IV T O T L D 4 7 0 P S F S EON- 46576 PLA IF:S IO FIrH FACE U, P \ nlVp, UNL FSS �IIIE NH ISE „fA it it ON 111, II ESIGII, PIISI TION IfN DRAWINGS Isnl�-Z. Alpine E� ineeifd l'10dUC[$,I"Al SPFfTION pF PI VIS IIH IOWEU BV („ SiI.I IOF PFI NNF% .,3 '4 IPII-Z00? 51:.3. A SF AI ON IVIS Oct '05 OUR.FAC. 1.25 FROM PS E, IHU TCATES CFI IC !If PPOTESSI NAI EITGIHFFPIfI If�I'�. IS II111IIY S ( Y Inl THE IRUSS IIIMPUNINIMney Drite N1%, INfSI IIABII.IIY ND USE OF IHIS�OIIF(NENI IUP AN! UGHOiIIID IS NF R,SPONSIRII I" NF IHITiaines T 33844 ... ..-II,NFR P TPI L-tificat ..._ tizatTo u .r z .. 9 ,. ,s a.� v. �;. ,�- .� ... ti ,r< ', ,, (E0820 PAUL'S BAY LOT 16 PARADISE PRESERVE Cl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMII TED BY IRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 17.64 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 :141 2x4 SP #2 N: BC DL=5.0 psf. End verticals not exposed to wind pressure. Gable end supports 8" max rake overhang. Deflection meets L/360 live and L1240 total load. Shim all supports to solid bearing. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 3-3 7 8 6X8�i 3X5�i 5X7 3X6111 3 3X6111 3X5(R) U1 J 8 3X6111 3 X 8 4- 12-4-8 3-7-0 W1 3 5X7% -A-10-72 1 10 1 2 3X6111 3X3= Ll----3-10-4� i< 7-1-6 9-2-10 �I 7-5-0 T 8-11-0 16-4-0 Over 3 Supports R=93 PLF U=56 PLF 14=7-1-8 R=96 U=180 W=3.5" R=87 PLF U=113 PLF W=8-11-0 Note: All Plates Are 1.5X4 Except As Shown. R PLT TYP. Wave TPI Desi n Crit: TPI-1995 STD FBC 7.20. ENSpF':F Y:1 /FL 3 R Scale =.25" Ftp. —WARNING** NB CST 1-03 TRUSSES03 (ED I LD II NG COMPO.ENT RE EXTREME ASAPENY FABRICATION.INFORMATIIN),II PUBLISHED DY]TPI NG.(TRUSS INSTALLING AND INSTITTUTE,NG. 583 N059687 TC LL 20.0 PSF REF R151 93071 REFER R0 DR., SURF 200. MADISON. WI 53]19) ANO WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE MADISON, WI 53]19) FOR ET PRACTICES PRIOR TO PERFDPMING TNFSE fUNC.TIONS. UNI ESS OTHERWISE INDICATED, 1 * T C D L 7.0 P S F DATE 10/05/05 10P CHORD SNALL NAVE PROPERLY A7iACHEO STR UCTURAI PANELS AND BD7 FOM CHORD SHALL HAVE A PROPERLY ATTACHED L RIGID CEILING. T OF :��= BC DL 10.0 PSF DRW HCUSR151 05278008 **IMPORTANT*"FIIPIIISH A COPY OF THIS DESIGN 10 IMF INSTALLATION CONTRACTOR. ALPINE ENGINEERED OR Of'•'•�� ORDDDf 15. INC. SHALL W0i 8E RESPONSIBLE TUR ANY U[VI^.TION FROM TIIIS DESIGN; AIIY FAILURk IU HUHU IHE j`(,'.`` ' ALPINE TRUSS ESIONIN �ONFORFIANCF WITH IPI: OR FAHRIf,AlI11G. HANDLING. S"IPPING. INSTALLING R RPAC,ING UI IRUSSF:�. �•••G�V B C L L 1 0.0 P S F H C-E N G BA/AF C ONNFCT OPNFLAM E S W ITTARE A PPIIMADE OFB?O�I8i155101GA k HI SND) -114 A653 GRADFN 40/C C TTY A'AP S) GAL 4tV SFf EI APP]vtE p'LLLM� --- CONNECTOR __ PLA.IE1 FD EACH ]ACF OE IRUSS AND. UNI FSS DI Hf"WISE IDUTED DN THIS UESIOU V.STTTON PER DR.,WIN.' 16011. T O T L D 47.0 P S F S E A N- 46616 - ---— -- Alpin (! +..Y ulsPErnnil la Ri TIS TOLLDWID RV (II 5u;n He rFe ulrx A3 OF TPn no" sfc.3. A 5E+i. o. IHTS Oct 05 05 DDR FAC 1.25 FROM PS e LI1 El lle£I"E(I 1 roducts,lnl-D'AWINa I.DIrnFFs 1I(IPISNCF DF PPDrlssimUAI ING11111E�N P'"PON"",ITY I', ELY IDR nN " , rnnIDN' ' 1 OMarley Drive DFSIHN SI UEI. ID[ SI t4ILITY AND USF )F THIS ftl"PONI:NI FOR AMY BUTLDING IS IHE PFSrONS181 1 IlY OF TUF -- Maines cF 13844 Bun ,^ ^,`1GNER P rnI I ; n t .. ::. . : ; .., -- `. _ ., cnAO 04 U� LAC 1$R�i�3 Z ti, Tri za to „,. _ - ---- . (E0820 PAUL'S BAY LOT 16 PARADISE PRESERVE C2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY IRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 17.99 ft mean hgt, ASCE 7 98, PART. ENC. bldg Bot chord 2x4 SP #2 N :B2 2x6 SP #2 N: Located anywhere in roof, CAT II, EXP C, wind TC DL-=3.5 psf,, wind Webs 2x4 SP #3 :W1 2x4 SP #2 N: BC DL=5.0 psf. End verticals not exposed to wind pressure. 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 58 0.15 7.42 BC 74 7.42 16.19 Shim all supports to solid bearing. HANGER= SIMPSON'S HGUS26 OR EQUIVALENT FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 1.5X4111 3X5�i T 3-7-10 s r- -7- 3-13 3X5= 5X7% ,5 5X5� r 1.5X4111 3 J s B2 3X51!- 3-11-4 X513-11-4 W 3 5X7% 10-1-2 4X4= IE 7-1-6 �� 9-2-10 _I 7-5-0 8-11-0 16-4-0 Over 2 Supports R=768 U=245 W=3.5" R=768 U=931 PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.09 •-M Y:2 FL 3 R - Scale =.1875" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. Q�• TC LL 20-0 P S F REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED NY IPI (TRUSS ICA' INSTITUTE, 583 R E F R 1 5 1 93872 D'DN0TRIP DR.. SUITE 20U. MADISON, WI 53]]9) AN WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. NO*TA 59687 MADISON, W[ 53]19) FOR SAFETY PRACTICES PRIOR IO PERFORMING THESE fUNCTI0N5. UNTESS OTHERWISE INDICATFD, j y T C D L 7 0 P S F DATE 10/05/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED l� RIGID CEILING. OF Qw BC DL 10.0 PSF DRW HCUSR151 05278025 **IMPORTANT*'*FURNISH A COPY OF THIS OFSIGN TO THE INSTAI CATION CONTRACTOR. ALPINE FNGTHFFRFUVALPINE T1UBU'iuCuiloDMnNcflW7lll TBIRESPonsHRLBABaRF "iNDFvHAwui7NGOSRiVF1UG. GS IILINNYaF rncli G oFBssE ...��` B C L L 1 0.0 P S F H C E N G BA/AF DFSI C,N CONFORMS WTTII PPL ICARLE PPOVISIONS OF NDS (N ifON1L DE51GN SPEC. BY AF RPA) AND TPIMLAF(nNNEL:TOR lL11F5 AftF MAF 21 IB,16CA LW.IIIS/,) ASTM 0.653 GR/,DF AO/50 (W, K/H,S) GAL V. $TEFL_ 4PPIY - TOT L D 47 0 PSF SEAN- 23455 pILAIFl I f�C11 VACE OF iPUSS /ND, UtIIFSS(11111 RWISC t 'nilO UN IHIS DFSIGFi, POSITION PFIt DPAWINGS 1500.-Z.Al)1T10 En ineered Producl$,III YINSPICIION OF PL`ILS FOLLFWFD DY (T) q" HF PEP ,,NNFX AT OF 1P11 2002 SCC I A SrAi ON CHIS pII DMarled Pr DR WINIOF PPOFFSSIINAL FNGINELPIFI f,RL SPONS1011 IIY SIL ELY FOP TIIF IR'B". 55 COMPOOI NI OUR.FAC. 1.25 FROM PS y DFS II,FI SF IWN. TIiT S 11^.O fl IIY .NO Utk OF THIS 10i1P ONE NT fS, �.IVr pI TO SO IS III4 F SPONS[R[L I OF tliE -- V---- -.--. .-_ _ .,.waYfnai 331,4 BDII GNFR F °C I NC& 4.0' J ' 1SR Z0 (E0820PAUL'S BAY LOT 16 PARADISE PRESERVE C3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N 2 COMPLETE TRUSSES REQUIRED Webs 2x4 SP f}3 Nailing Schedule: (0.131"x3" Gun nails) Top Chord: 1 Row @12.00" o.c. SPECIAL LOADS Bot Chord: 1 Row @12.00" o.c. ----- (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC. =1.25) Webs : 1 Row @ 4" o.c. TC From 54 FILE at 0.00 to 54 PLF at 16.33 Use equal spacing between rows and stagger nails BC From 40 PLF at 0.00 to 40 PLF at 16.33 in each row to avoid splitting. PLB- 572 LB Conc. Load at (7.29,12.38) 120 mph wind, 17.99 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not End verticals not exposed to wind pressure. located within 4.50 ft from roof edge, CAT II, EXP C, wind TC IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: DL=3.5 psf, wind BC DL-5.0 psf. CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 75 0.15 7.42 BC 120 7.42 16.19 Shim all supports to solid bearing. 1.5X4111 3X511 1 3-7 10 $ r1 18-3-13 5X7% 4X411 3X5 (R) 1\\ 3 J 8 3X5�i 3-111-4 I J 3 5X7 (R) D\ 111 10-1-2 3X3= T I< 7-1-6 9-2-10 �I 7-5-0 8-11-0 —16-4-0 Over 2 Supports R=1085 U=903 W=3.5" R-1022 U-845 dodn R, fjs, PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.0 •EN••'••.'y TY:1 FL 3 R Scale =.1875" Ft. **WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REIER TO SCSI i-03 IBUII.DING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 T C L L 20-0 P S F R E F R151-- 93873 D'ONOFRIO DR.. SO 20 200, MADI11 SON, WI '3 1') AND WICA (WOOD TRUSS COUNCIL OF AMFRISAR 6300 ENTEISF RPRISE LN, O. -96' y MOPIC,HORDWSHALI.IHAVEOPROPFRLY ATTACHEDSSiRUCIURALPPANEULSIANDIESE IBOTTOMUCHORDNCTIONSHALLNHAVE ATPROPERLYINDICATE ATTTACHED S It 1� T C DL 7.0 P S F DATE 10/05/05 RIGID CEILING. OF Qgx BC DL 10.0 PSF DRW HCUSR151 05278009 **IMPORTANT**I IJRNISH A COPY OI THIS DESIGN TO THF INSTALII-ATT1N CONIRACTOR. AI.PTNE FNGINECRED VNOI111C IS. IH( SHALL NOL RI P.I SPl1NS I81E FOP 'NY DEVIIIION FPOM THIS UESf GN; IAILUPF TO BUILD III F ALPINE PUSS IN f,#lfORIIANCE W11H TP PBPICAIING. H NDIINf., $HIPPING. INSTALLING 8 BRACING"I TRUSSES. �� B C L L 1 0.O P$F H C-ENG BA/AF OF SIGN CONI nPM5 WLIH ..PPI(CABLE PPOVISIONS LI NOS (N TIONAL IIF SI.N SSE C. BY AI FPA) ANO IPI. AII'INE V O_ ---- PTA -- ONNICIOP PLATES ARL MAOI OF 2 18,IGGA (W.HFSTY) ASTM A653 GPADF AOZ60 Ili. Y/H SI GAIV SIEFI APPLYnMA1b�t TOT.L D 47.0 P S F S E A N- 23449 LATS i) 1-1 FACE OF TRUSS AND, DNLESS OJJUPUJ1 L I' ,111) ON ?UIS OFSIFID, IOSIII TN PfI' DRAWINGS 1111/1 Z. Alpine Eveered Products,In NY TN-f WO OF PIAFES ILIII,ULH BY 1 1 S11AII OF PEI UNix ,.:1 OF TPII /OIL? '1(.3. A 11'a UN 11115 Oct 05 '05 OUR FAC 1.25 FROM PS ( DPAHING INLIpAIIS rl vr.,NCF OI PPOIESS['NAL INGINF PING PESPONS.IDn IIY MF.Y loft THF TRUSS —w,)NFNI 1 DMdEIBy UTItC OFSTGN 811 ,UI. IMF lin AB I1III AND OSI DI THIS IONPONENI FOP ANY BUIIORlG IS THE PENUHSIBII I1Y III TILE -- ---. — -_ ---- __----� Jri394 BUILIL iGNIR r TPI T .) ._I ,. �.°gym.;: 1 "' -Z° (E 0820PAUL'S BAY LOT 16 PARADISE PRESERVE C4 2 PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x6 SP #2 N Bot chord 2x6 SP #2 N 2 COMPLETE TRUSSES REQUIRED Webs 2x4 SP #3 Nailing Schedule: (0.131"x3"_Gun nails) Top Chord: 1 Row @12.00" o.c. SPECIAL LOADS Bot Chord: 1 Row @11.25" o.c. ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Webs : 1 Row @ 4" o.c. TC From 54 PLF at 0.00 to 54 PLF at 5.42 Use equal spacing between rows and stagger nails BC From 40 PLF at 0.00 to 40 PLF at 5.42 in each row to avoid splitting. BC 330 LB Conc. Load at 1.60, 3.60 120 mph wind, 15.82 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not End verticals not exposed to wind pressure. located within 4.50 ft from roof edge, CAT II, EXP C, wind TC IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: DL=3.5 psf, wind BC DL-5.0 psf. CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 65 0.00 5.42 The TC of this truss shall be braced with attached spans at 24" Truss must be installed as shown with top chord up. OC in lieu of structural sheathing. HANGER= SIMPSON'S HGUS26 OR EQUIVALENT FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 2X5 III 3X5(R) III 3-5 6 3-5-6 12-4-8 3X3= 1.5X4111 —5-5-0 Over 2 Supports R=597 U=560 R=572 U=533 lye PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.2 0.0 :�{? F•.. Y:1 FL 3 R Scale =.375" Ft. —WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. /� (` n^J p DEO NO FR OI0 DRBCS[.I-03 GUITE8200oIMA 0ISO NCOMPUNW NT53719)SAFETVANUINFORMAL(",'L; IN US SSCOVNBILTOF AMERIC AESSPFAIL 63001ENTERPRISE 58X, o.59657 T C L L 2 0.0 P PSF R E F R 1 5 1 9 3 B 7 4 MADISON HORDN SHALLIHAVEOPROPERLY ATTACHEDSSTRUOC IUR ALPPANELSTANDNG TBOTI MUNHORO"TIENSHALLNHAVE AT PROPERLYHERWISE TAD7TAC HED t • ' T C D L 7.O ICATED, is P S F DATE l O/O 5/O 5 RIGID CEILING. TATE BC DL 10.0 PSF **IMPORTANT FUR Ni Sl1 A COPY OF THIS DI SIGN 10 THE INSTAI.I ATION CONTRACTOR. ALPINE FNGINEERpD O gyp :\� DRW HCUSR151 05278010 PR OPIICTS INC. SH,;LL 101 PF RESPUNS IDI I: !OR ANY DF`/I:1.TION "1" II111 OFSIGN ANY FA ILI'Rf i0 HUIID IIIE •• +..•• `AA ALPINE _� 1RlI5S IN "'RE ED 411111 iPI: LR 1ABIIrATIFT IANDUNG. SFLPPIN' INSI.uI1G A BIASING OF IpUSSrS. A• �ws. BC LL 10.0 PSF HC-ENG BA/AF HISIGN f YTIP WS WITH APPI ICABLE PPOVISIIINS OF NDS (N TIONAL DESI N PCL, BY AF&P ) AND TP7. ALPINr Atha --- —� CONNI(:IOR PLiTES ARI FIAUF DF 2V iH I6GA (W,N/S/K) ASTM G53 GRADF JOF60 OJ K/11 , GAI yEEEL. APPIY PP�'�•- TOT L D 47.0 P S F _ S EON- 46631 PONN S IU FACH FACE OV IPI)SC!_FID. II III CSS 01 IF NIVISE ON THIS DFSIGH %SIIIUN PER uTFFENP,S A- c 4IIY [NSPIft fFl OF PI AiFS FII I.LGI!ED D'! (I) SIIAII RE PTI .IINF% A7 Of TF1( PIT II2 SCC.;. A SEF I. OH IHI�Alpine Engineered Products,In Oct 05 '05 DUR.FAC. 1.25 FROM PS fTP 411NG.IlI TIrA FES A fPTANCE OF PP OT FSS If NAL CNGINTI I'INr, PF SFONSIH II II'v SOL EtY TOp IHf iI+IISti T:OMI'OHEIIF 1 OMarley Drive OF 111+14 SHUIJII. I'D I'll IABII[IY IND ISF OF THIS TOM"ONINI IOR "NY HUILDIN'; IS THE PF`I'ORSIISII IIY OF THE 9linec 33844 Hun - i G1BII P '!PI I - 'tificat r zat o _� C 1 A-1111"--.ilk - O3 .. _ k._ d 15R Z (E0820 PAUL'S BAY LOT 16 PARADISE PRESERVE C5) TH1S DWG PREPARED FROM COMPUTER INPU I (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. 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. End verticals not exposed to wind pressure. 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 86 0.15 7.17 Shim all supports to solid bearing. HANGER= SIMPSON'S HGUS26 OR EQUIVALENT FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3X5= 1.5X4111 3 1.5X4111 3-6-2 T k 12-3-12 3-11 4 3X3= J 3 10-1-2 4X4% —7-2-0 Over'2 Supports —� R=344 U-180 W=3.5" R-330 U=352 PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20. NS • .. TY:2 FL 3 R - Scale =.3125" Ft. **WARNING**TRUSSES REOHIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 2 0.0 P S F REFER TO SCSI L-03 (BUILDING CUMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 �•596$7 *= R E F R 1 5 1 93875 O'ONOFRIO DR., SUITE 200. MADISON, WI 53]19) AND WTCA (H000 7R USS COUNCIL OF AMERICA, 6300 IN RPR ISE LN, MADISON, WE 53719) FOR 20%' ETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHA1.1. HAVE A PROPERLY ATTACHED �� :�� TC D L 7•D P$F DATE 10/05/05 RIGID cElLlnc. TATE F `- BC DL 10.0 PSF DRW HCUSR151 05278011 **IMPORTANT**f OF NISH A COPY OF iHIS DESIGN TO THE TNST ALt AT7ON CONTRACTOR. .ALPINE ENC,I NEERFD ��V PRODUCTS INf 511,\LL NOT BE RESPONSIBLE FtR ANY UIIIAIION FPOM IH 15 DFSIGN: ANY 41[L TO pUILU (` C ALPINE 'Russ fH CONE VBNfAN CF VRI IH IPI: /1R FADR ICA I I N G, i ND L.Iw G, SII I PP ITT G. INSTPL LIrIG a BRACI1',G OF 1R USSLS. •/ •`••C�V\ B C L L 1 0 0 P$F HC-ENG BA/AF DESIGN CONFORMS WE IH PPL ICAB LE Pf LI IS10NS -F NDS EN MORAL DESIGN SPEC. BY AF&PA) AND IPI. AT PI TIE A O✓f✓ T Q T L D 47.0 P J F f,O LIN ECIOR PL 11ES ANE M UE OF 2(/LB lfi GA (W N/S/Y.) AS FM AG53 GRA DC 4O'60 (W. K/11,51 'ALL ST IF APPL'! C C(1N_ A L L 2 4 Products, PLAIFS I) E'(H FAI'.L F IPU SS ,IND. JET FSS .IHER UIIiE IU All ON RMS II F.S ICN. POSITION PER OP AW INGS RFU A-Z. JLI.I 4VU AI IIIe Eng'leered 1IU�ULt$ IIT [AllY IN SPE(IIOH OF PLATES FnLL UIIFD OY (1) SH LL BL PEP NNF% I FI TPIl lUO2 FC 3. A Sf L ON IRIS C O I OCJ 19'SOMee OFISP DP4WTNG IN AICA IES AfCfPI,.NCF OI PF(JFSSIONIt FN91NhIFIII •.I PO NS1111iIIY so,IIY roe IHF In USS 11MI, 11 DUR FAC. 1.25 FROM PS IFSICN 511 FIN. illi SUIT f.11.I1Y ANO USF OF 11115 fIFII rNF NT COB I1 OH1(0111I IS illi P.E SP�INSIN II ITR OF IHC - - --- —.-- ---- __. iaines �' 13844 H"IL -LGNFR P rrF 1 n ..:,-tificat T�zatio .. .�.- _ '' .. ... x, ,.t..�.. .� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. (EO820 PAUL'S BAY -- LOT 16 PARADISE PRESERVE - C6) Top chord 2x4 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x6 SP #2 N Webs 2x4 SP #3 Nailing Schedule: (0.131"x3"_Gun--nails) Top Chord: 1 Row @12.00" o.c. SPECIAL LOADS Bot Chord: 1 Row @12.00" o.c. - (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Webs : 1 Row @ 4" o.c. TC From 54 PLF at 0.00 to 54 PLF at 18.33 Use equal spacing between rows and stagger nails BC From 40 PLF at 0.00 to 40 PLF at 18.33 in each row to avoid splitting. PLB- 597 LB Conc. Load at (9.29,12.39) 120 mph wind, 17.74 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not End verticals not exposed to wind pressure. 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 0.00 9.42 BC 120 9.42 18.19 3X5% 1.5X4111 19 1 8 r 3-7-10 3X5% 5X7 18-3-13 3X3% 3 4X4% J 8 3X5% 3-5-4 J 3 5X7 (R) \\\ 10-1-2 3X5= 1.5X4111 IE 9-1-6 1 9-2-10 J 9-5-0 8-11-0 ---18-4-0 Over 2 Supports —� R=1147 U=936 W=3.5" R=1174 U-959 PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20. R "'F�`ry QTY:1 FL 3 R - Scale =.125" Ft. "WARNING`"TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. Q'�''V T C L L rT Q.Q P S F R E F R 1 5 1 93876 PETER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 L D'ONOFR70 DR., IF 'G%1" 00. MAU[SUN, W[ 53719)VN' WICA (WOOD THE S,RUSS COUNCIL OF AMERICA, 6300 ENT Eft PRISE LN,Tl �.58 7 M OR CHORD SH ALL HAVE PROPERLY ATTACIT EDS S T RU C IN RALPPANELSIANDT BOTTOMIICHORDN SHALLN HAVE AT P ROPERLYT ATTACHED y •�* T C D L 7.0 P S F DATE 10/05/05 RIGID CEILING. T E OF 'I�'a= BC DL 10.0 PSF DRW HCUSR151 05278012 "IMPORTANT—I)PNISH A COPY OF THIS DESIGN IN INE INST..IIATION CUNIRACTOP. ALPINE ENGINFFPFO ••:• • �/C ALPINE PR!I 11Uf lS {HC SII ALL N!!i HF RESPONSIBLE FQR ANY DF TA Tl"' FPON ""' UE'I!N, ANY FAILUnC II!BUI10 THF . �OP'��` BC LL 10.0 PSF HC-ENG BA AF C 1PUSS IN "I'll OPINANCE Nlill 1AQ IN ENORIF NjjN.. H\NLLIN.. SHIPPING, fNSi LUNG & EP,AC THF, OF IN U'SC S. ONAL / DESIGN Cf TTFOPMS WITH PPI.I(AQ PI DV ISI p115 F NILS (H TION L OF'I N 'PEC. BY AT FPA) AND TPI. ALPINE V CQNHICI)R Pl IES API ,DF 04 2t IIBiI66A Fb 5!S/K) nylNl 6 3 ;RAPE 1U F0 (W Y(H 'F ,ALV. 'IEEE. APPLY TOT LD 47.0 PSF SEQN- 23443 �} PII.ITS I. C11 TACT T NIW1 l SNI. UNLESS DIIIFRNI11. InC,ln) ON III[' UN SIf,N PP 51TInT1 PER UI'.?.WINI,S PFO P,-). '05 11 (� _(_`______ AlpineEti I neered Products,In NSP Ft ""All ty OT PAILS IVumIED PY Fi) SIL41 nN PIP �NIIFY A7 IN U'II 20PJ SE .3. N IVIS Oct 05 'D5 FROM PJ -- ------ t9 Marley 11 nVII NG NDIC,4 TE5 BCCI NI�NCE OF PP IF F_SIP!Nnl INGINF CP If1G RI'1'IN IIt IL 1TY SnLFI.'r F(1R THE TP PSS' P.I Mf'OI4F i{V DUR.I AC. 1.25 M-- y UFS LFII LIQ WTI. IIF 'III I"NIL II ATIU l'F OF 11115 (FN IP�NF FII fOR 'll� NIII I.D TNf IS INC RT SPOILS I B II I IY nF INF_ [s nes 11 3?844 null IlIll r nl T I N( 4.0 J I S R Z03& IHIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMIIFED BY TRUSS MFR. (EO820-PAUL'S BAY -- LOT 16 PARADISE PRESERVE C7) Top chord 2x4 SP #2 N 120 mph wind, 17.74 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not Bot chord 2x4 SP #2 N :132 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-5.0 psf. End verticals not exposed to wind pressure. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) ENO(FT) Deflection meets L/360 live and L/240 total load. BC 58 0.00 9.42 BC 71 9.42 18.19 1.5X4111 3X5% 3-7-10 8 � Ir 18-3-13 5X7% 5X5% 3X5% 3 —1 8 3X5 (R) \\\ B2 3X5% 3-5-4 5X7% J 3 3X5% +10-1-2 1.5X4111 9-1-6 9-2-10 9-5-0 8-11-0 18-4-0 Over 2 Supports '1 R=855 U-343 W=3.5" R=869 U=953 PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.0 �. GAi ••••.E' Y:2 FL 3 R Scale =.25" Ft. *'WARNING*`TRUSSES REOUIRF EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. • • T C L L 20.0 P S F R E F R151-- 93877 REFER TO BCSI 1-03 (BVILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLAIE INSTITUTE, 583 ; .59687 D'ONUFR IO OR., SUITE 200. MADISON. WI 53719) AND WTCA (N OID TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE IN. y MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. = N{ TC DL 7.0 P S F DATE 10/05/05 TOP CHORD SHALL HAVE PROPERLY AT TAC,HED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPEI ATTACHED Y RIGID CEILING ATE F Q BC DL 10.0 PSF DRW HCUSR151 05278013 IMPORTANT [IJPNI511 A COPY OF THIS DISIGN TO THE INSTAIt ATION CONTRACTOR. AIPINE ENGINEFPFD `.:• v� ALPINE PIR IDu'r5 INL _u u N BE -FSPOBnBLE rue ANY DevlAuaN FRUM nils D[slr,N: ANY [Au-HRF IO BnID THE U1� BC LL 10.0 PSF HC_ENG BA/AF TPUSS IN fONF DR HA HCE WI,0 TPI. UR FABRICATING, fl NDIING. SIIIPPING. 1NSiALI LIG& BIi ACING OF TRUSSES. _ OESIGI (DNV PMS NI FII PPL(CABLE PRDVIS 1011 OF NDS IN TTn I DE51CN SPF'. DY AFP.P A) AND IPI. ALPINE SONNECIII I ,IES It MADE OF 201;8116GA (W.0/S/K) AS1[ *653 GRAD[ 40/60 (W K/H.S) GAIV STEEL. PPLY � ¢� T O T L D, 47.0 P S F S E A N- 23437 PLATES I FA,II I��CT F TPUSS �tID. UNLESS FUFRW ISL Ifn FO ON (HIS D[SIGtI, VI�SfITON PFR DR!•HIN�S Products, � f�IllttlC E�Qll�eere(I/"r()d ElCts�III ANY IIS Pf IIUN OF II ICS FnI LI�UFD BY (i) 511\!I. BL Vll NNFX ,'3 oe IPI L-zooz sFI.i_ n SE At _n Hls QC FROM (� DPAWINO III I'TES TIT.NCE IIF PP`FESS(IN TI FNDINI PIN PF SPnI`ICI.IIY SDI EIY I(`R IIII TRUSS C(.11PO N E 111 DUR FAC 1.25 FROM PS D ATBC)f�Om, OFSIGN SI tIN, 1H[ S TI'OII ITY AND UI l OF MIS C!r WHB 'IF. H+ DI ILDIIG IS (III PISTDNSIDII TIY VF ITT -- - _tfai at .,1,1.:-:xizatio IIIILJW- TrnFR I n•I I `�""C 1 N �4.G J 1$R ZO THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO820 PAUL'S BAY -- LOT 16 PARADISE PRESERVE D2) Top chord 2x4 SP #1 Dense :T2, T3 2x4 SP #2 N: 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #1 Dense Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 :W5 2x4 SP #2 N: BC DL-5.0 psf. Calculated horizontal deflection is 0.63" due to live load and IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0.35" due to dead load. CHORD SPACING(IN OC) START(FT) END(FT) BC 45 0.29 34.71 Deflection meets L/360 live and L/240 total load. Calculated vertical deflection is 0.82" due to live load and 0.46" due to dead load at X = 17-6 0. 5X5 (R) III 5X7% T3 5 X 7 T2 W5 3X5% 6 r 6 8X8= 3X5---- 3.5 3 5 3X5% 3X5 3.5 —1.5X4111 1.5X4111 10-1 2 5X12(B9R) % 5X12(139R) 2 0 0 2-0 0 17-6-0 �N E 17-6-0 > 35-0-0 Over 2 Supports R=1765 U=972 W-3.5" R=1765 U-972 W-3.5" . R ; , PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.0 •• •••.y TY:16 FAL 3 R - Scale =.1875" Ft. *REFS RNl ON B CSI TI V03 ES RFOUIRL EXTREME(BUILB.NG COMPONENTASAFE RE NY FABRICATION,I PlORMAIION).HANDLING. SHIPPING, B Y IP. ..RUSS INSTALLING N STIAND BUT1, 1%PACING �•• ' TC LL 20.0 PSF REF R151 93878 D'ONOFRIO DR., SUITE 700, MADISON. WI 53719) AND WTCA (WOOD TRUSSESE COUNCIL OF AMERICA, 6300 ENFINE ISE LN, 59 •• (` To TOP CHORDW SHALLI H AVEO PROPERLY ATTACHEDS STRUCTURAALP PANEELSi ANDT BOTTOMU CHORDNS.SHALI HAVE AIPR OPE RL LERWISE Y ATTACHED C$ i� T C D L 7.0 P J FMAD DATE 1 0/0 5/0 5 RTGID CEILING. O ' R E OF Qs BC DL 10.0 PSF DRW HCUSR151 05278014 —IMPORTANT"FIPNISH A COPY HF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENC,INEEREO ALPINE PP ODUU S INC SH/d L NJ[ NI. RFSYU 1151 BLE F) ANY DEV1AT10N FROM THIS DES IGR; ANY EA ILDPE TU HULLD 1HE BC LL 10.0 P S F HC-ENG B A A F TR 155 IN CUNIORM;,NC1 tlI H IPI; OR FI DP ICM NG, H4NI LING. SHIPPING, iHS1AII LNG 3 BR AI:ING Ilf IRUSSCS. � ••,. r a / DESIGN (1KOPIIS WITH PPLICABLE PP./VIS1011S (.F IDS (N II NAL OLS1011 SPEC, BY IFFPA) ANP IPI. AT PINT. `, V �` (� PLANE IfN ILAIFS ARE M OF OF 7 7IB716GA (W H G/Y) ASTM Abs. GPAOF 4O/60 (W K%H.S) f.AIV SI'll . vPII TOT.L D 47.0 P S F S EON- 46702 co"N LT. T� i 11 F.CII FA('F DF TRUSS ANP, UHIFSS OTHERWISE L CANED ON Iv15 DESIGN. POSTTInN PEP OR AW LNG. 11O:.Z- M1p!!M>t» Alpine Enelneered Products In (NY [1151 I II IN OF ILAT15 IOII OWEP HY (i) SII.IL BE PII PINE" A3 V IP I1 2002 SEF I N TfIIS Oct 05 'V5 p I4SU NQ 2T(P OTll'C DRAWL Nf, IIDICGtFS 7fCCP1AHU OF PP OFFSSION-�L ENGIIIti 111 IIESPONS18It I7Y SOL EIY ICY (I1 TRUSS C F1ONFfTi DUR.FAC. 1.25 FROM PS Y DESIGN FU!V1N. TIE SHi T;B1L ITY AHD USE OF THIS COUI(WIT FOR ANY BUILDING 15 THE RESPi!NSTBIL(It Uf fill -- -- -- -- -- ��` tificaty k>rizaho �,.�T 3394G" IGnEP .t.. :"I I U, IIE€. . , _. CINCt_,. 4.0g. :..,e.: Jft.,, _- 1SRj, ZO3L, (E0820 PAUL'S BAY LOT 16 PARADISE PRESERVE E1) THIS DWG PREPARED FROM COMPUIER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 23.06 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC DL-5.0 psf. Gable end supports 8" max rake overhang. Deflection meets L/360 live and L/240 total load. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. Shim all supports to solid bearing. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. See DRW HCUSR001 02086015 for gable details. 4X4-- I.5X4 III X4=1.5X4111 8 F— + + 1.5X4111 23-11-9 3X3% � a 3X3 3X8% 3X8o� 2 X 4(A1) 2X4(Al)o 21-7 0 5 5X7(R) 111 5 1.5X4111 1.5X4111 L<-2-0-0� 3-1-12 31E 5-8-8 ,1 2-0-0--->J �8 1 5 6 1 3-10-1 i3-10-1 1 1 5 s P 8-1 E 6-0-0 6-0-0 12-0-0 Over 4 Supports R=70 PLF U=32 PLF W=5 8-8 R=350 U=419 W=3.5" R=350 U=419 W=3.5" R=47 PLF U=58 PLF W=5-8-8 R: FSS PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.0 ••.y TY: FL/-/3/-/-/R/- -6Scale =.375" Ft. **WARNING— TRUSSES RENUIRE EYIREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. P R F F 8 1 5 1 93879 REFER TO BCS[ 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPF (TRUSS PLATE 7NSTITUIE, 583 ".'• T C L L 20.0 P S F D'ONOF P.IO DR..1 SUITE 100, MADISON, WI 53719) AND WT'A (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENT F.RPR ISE LN. O.59687 11 MOPIf,HORDSON WS HALLINAVEOPROPCRLY AT7 ALHEDSSTRUOCRURALPPANFI SIANDNO iBOTTOMUC HORONSHA LLNHAVE ATPROPFRLY HERWISE IA TOIACHED *! •�* TC DL 7.0 P S F DATE 10/05/05 RIGID CEILING. TAT OF t�Qs BC DL 10.0 PSF DRW HCUSR151 05278015 **IMPORTANT *FURNISH A COPY OF THIS DESIGN i0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ALPINE PRooucis INr sDAu NDr BE REsaO'sIaLE FDR ANY DEV IAT ON FROM THIS Deslr,N NY rnu uRE To BUILD THE I?.. B C L L 1 .D P S F H C-E N G BA/AF IR USS iN f ONF OR M i�.IJF 4l l Til TP7; OP. FADPiCA IIN G, II NUl ING. SH It'P ING, INS7ALLINC R BRACING OF IRUStiE S. SIGN CIN{ PMS Y! III T'PI[CAN P V 'I'D (' -- --- DL I LF R.VESID NS 0 NUS (N 1111 NAL 11151 N SPEC, 11. F% ) AND TPI, At CINE AL -. TOT LD 47.0 PSF CONNF CTOR PLATES ARE M101 1!t 2O/10 I..f,A (W ilr SiK) AS IIT lM1"3 GR;\11( 40/60 (41 1,11;1 Sl GAIV 1F Fi.. AVPIY {�*{i" CE(T AI_ ALGAO PI AIIS 10 E'�l.H IACT IV I.t SC APP.. Illl.i SS III IPIIi SC ^110 IN Ili[' UISIGN P Slllr•N P(P IP WING} .. `-FUV`FO-- AI)Itle Engineered I'POCIUCCS,iII•ANY IIISPFCI III' OI Pl ATF. IAII lO{!LL NY fi) SII.•LL DE CER NNE% \3 (.( IC!1-1002 SF:.3, f cF:.L ON i111S !� I'll IIPICATES ,fI FI IANCF nl By BE 1N aL ENG UIf 1NG RFSI'OIISIO II IIY SOL EIY IOP R TRI SS C ITC NE III 0 'D5 OUR FAC 1.25 FROM PS 1�0tilalley orice D SI3 N 511IWN. THI SUI. BILI" AND ISE III IHIS COM11"ItNI FOR Airy DU IIOING IS I'll RFSCORSIRILII. II THE -- — - --- - _ /v .:ttlicat aar Zat10 011 It ---IGNER P 401 1 nnA ------ ------.__ —_ ,_ u,: :-- :.�. C � 4-0 ;,,.; J ISR Z04.,, (E0820 PAUL'S BAY LOT 16 PARADISE PRESERVE E2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 23.23 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 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 74 0.29 11.71 4X4=- 1 5X4=— X4=1.5X4= 1.5X4= 8F— —18 6X6= � 5 5 (— g21-7-0 2X4(Al) % 2X4(Al) L<--2-0-0-->J L--2-0-0--J 6-0-0 < 6-0-0 -� fE 12-0-0 Over 2 Supports R-685 U=580 W=3.5" R=685 U-580 W=3.5" R. � uR F/sti PLT TYP. Wave TPI Design Crit: TPI 1995 STD FBC 7.20. a s'••R TY:7 FL 3 R Scale =.375" Ft. —WARNING*"•TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 2 0.0 P S F REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 N X968 R E F R 1 5 1 93880B-CH O FR IO DR., SUITE 200, MADISON, WI 53719) AND WTCA (WOOD TRUSS f,OUNCIL OF AMERICA. 6300 ENIERPR ISE LN. MADISON, WI 537(9) FOR SAFETY P0.ACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC D L 7.0 P S F DATE 1 0/0 5/0 5 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED t RIGID CEILING. T FF �((�',Q�S BC DL 10.0 PSF DRW HCUSR151 05278016 **tMP()RTANT**YFRDi.H 1 .OPV VI (NIS DESIGN TO THE INStALLAIInN CONTR Af TOR. Af PINE FNGINEERFO ,f1 �v PNODUC IS IN(. SHALL NOT DE RESPONSIBLE FOR ANY UEVI+IION FROM FH[S DESIC,N; ANY FAILURE TQ BUILD IUE V (. (` C ALPINE USA III C NE PMANCI WIT" III OR FABRICAI1"G. NANDIING, SH[PPINF, 1NSIALLING R RR.ICING OF TPUSSE S. �� VA BC LL 1 0.0 P S F HC-ENG BA/AF BEST G II 'URI NM WITH IFI ICAIIL LROLISIONS OF NUS (N TT(N�L OFSIfI SPEC. BY AFRPA) ANU IPI. Al.PT NF - (� (' -- CONNICTOR PLATES APE N OF OF 9(I Lei LEGA (W UiSj) ASTM A6s:i @HADF 40)60 (W, kj14 CAI V, SIEEI. PPI Y IN TOT.L D. 4 7.0 P S F S E Q N- 46652 II A)LS 10 1 A(11 TACT OF TRUSS GNU UNLESS UIIIF PUf1 I I TIED UN ALIS DESIGN, PnAFI ION PFR DRAWINGS MU, Z. "IA SPF(IION QI PLAI[S FOLLUINED B'f Al ine En¢ineered Products,I ,I) 91..I I PF PFR ,NNFX a L IPII zouz SEI-3. SE AI. Y,N IIIDOct 5 '05p G WPIC TES Af IIIANI1 (T 11111151101111 FNG IN(11 LNG P E S P O N`.I H I I I T Y SUETY TOP ILII IPUSS (D IN P,)I111 DUR.FAC. 1.25 FROM PS I�5[)hTaTle}'Drive SH) U. TLE SUI TAB IL IiI ANO ISL D1 TALI 1,111( NIA( FOP ,ANY PON LING Is IHI RF.SPIN,ID IL TTY OI 9aines r1 33844 "16NFR P rP I I `'I A C I N' "4.0' J r - 1$R Z 03 „z. 1l dificat A ,,,Irizaho — w � (E0820 PAUL'S BAY LOT 16 PARADISE PRESERVE G1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 23.81 ft mean hgt, ASCE 7 98, PART. ENC. 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. Gable end supports 8" max rake overhang. Deflection meets L/360 live and L/240 total load. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. See DRW HCUSR001 02086012 for gable details. 4X4= 5X9(R) 3X3�� 5X9(R)# a � 3X30 8 5X9(R)le 3X3% 3 X 3� 21-7-0 2X4(Al) = 2X4(Al) L<-2-0-0->J �<-2-0-0->J 0-4fl 31 1 8 11 0-11-115 I p 6-11-1 I I 6-1-6 IE 16-6-0 Over 2 Supports R=203 PLF U=179 PLF W=4-9-8 R=822 U-666 W=3.5" Note: All Plates Are 1.5X4 Except As Shown. Ono" TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20. NS'••yE` TY:l FL/-/3/-/-/R/- PLTScale =.3125" Ft. —WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. p� /� REF R 1 5 1 93881 REFER TO BCSI I-D3 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 59V07 T C L L 20.0 P S F D'ONOFR IO DR., SUITE 200, MADISON, N[ 53]19) AND WT CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, J VO y MADISON, WI 53]19) FOR SAFE TV PRACTICES PRIOR iC PERFORMING THESE FUNCTIONS. fIN1.ESS OTHERWISE INDICATED, T C D L 7.0 P S F DATE 10/05/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PPOPERLY ATTACHED : C RIGID CEILING. w7 :�� M **IMPORTANT*"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION C1NT F,Af,TOR. AIE BC DL 10.0 PSF DRW HCUSR151 05278017. VINE ENGINEERED PP,IDUCTS, INC. SHALL NOT BE RESPONSIBLE FOR qNY DFVLA TION FROM II IS U[SI GtI; RNV FAILURE TO PULP THF (� ( S C G ALPINE IT USS IN CONE URNANf,E WLlll TPI: OR FAHRIf,ATING, H4NULING, SHIT PING. INSTALLING& OPACING OF TR USSCS. � y�� B C L L 1 0. P J F H C-ENG BA/AF UFSIGN CONFOPMS WITH APPLICABLE PROVISIONS OF NUS (N\110NA1 DESIGN SIEC, BY AF&PA) .AND IPI ALPINE - niNHtCTON PI AIFS ARE MADE OF 211/1111nGA (W.H/S/N) ASIM I'll GRAIL AIIT 6U (H KTH.S1 G.+.LV STEIL. APPI-Y TOT.LD. 47.0 P S F S E Q N- 46664 PI-A IFS I EI:H InGF OF IRUSS AND, UNI.FSS DIIIFPW ISE L��TEO oN IVIS DF SIGN {OSIIIUN FFP D,..h INGS 1FOA-Z. a A Y C. ON CI PIAIE. -ILDWLP BY (I) SIIAI I. BE PEI. INFX A, DF TPR-2002 SIG.3. 5 SEAL LN THIS Oc 105 DDR.FAC. 1 25 FROM PS 4IpUIQEII i❑P�CBd PLOdUC1S,III DPAWIN(i INUICAIES Af FPFANCI Of PROFESSI I vI LNGIN11RINI RESPOOSIBLI ITV SOIIIY MP JUL TRUSS CIFI{fINENi Mi' ArleyDrive DISE N SII 41H_ THE S I 'BILIIY ,Nn USL OF THIS()FII.ILNI IOP. ARI BUILPINf IS IIF Of SPUNSIBIL ITV nF THE -- -- —._— _- 'Mines 33844 BULL -Ir,N ...._. QIP N. i .: .,. , . . . _; ��:�,�""�.,. �-- ,:; e-. ,� 12T," ," zLOA _. ;rti5cat To-arizatio - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MPR. (E0820-PAUL'S BAY LOT 16 PARADISE PRESERVE G2) Top chord 2x4 SP #2 N 120 mph wind, 23.98 ft mean hgt, ASCE 7 98, PART. ENC. 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 99 0.29 16.21 4X4=- 1.5 X 4 X4=1.5X4 1.5X41! 8 � 8 }21-7-0 3X8= r 2X4(Al) = 2X4(Al) L---2-0-0� 2-0-0--->J L 8-3-0 _I, 8-3-0 I 16-6-0 Over 2 Supports R=897 U=765 W-3.5" R=891 U=753 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.0 ` "•"•••.•9 TY:2 FL 3 R - Scale =.375" Ft. "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. Qj• � T C L L 2 0.0 P S F REFER TO BCS! 1-U3 (BUILDING COMPONENT SAFETY INFORMAIIUN), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 R E F R 15 1 93882 D'ONOFRIO DR.. Sf1ITE 200. MADISON. WI 53I 19) AND WT CA (WOUD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, ,5 MADISON. WI 53)19) FOR SAFELY PRACTICES PRIOR TO PERFORMING THESE FUNCi[ON5 UNLESS OTHERWISE INDICATED, y T C D L 7 0 P S F DATE 10/05/05 TOP F,HORD SHALT IT Pft UPERLY ATTACHED STRUCTUR AT PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED s* •� �{ RIGID CEILING. $ OF Q BC DL 10.0 PSF DRW HCUSR151 05278018 x*IMPORTANT—TUFNISH A COPY OF THIS DESIGN TO THE TNSTALLAIIDN CONTRACTOR. ALPINE ENGINEERED �'- • /` LJ(` ALPINE PRODUCTs INC. SHALI NOT BE RESPONSIBLE FOR ANY DEVIATION F1111 TNIC DESIGN: ANY FAIT URF t0 PV LLp THE C �0 '�� B C L L 1 0.0 P S F -E N G BA/AF IRUSS III , NIOR FIA NCE WI III IPI: UN F%DR""A IN G NDt INf., SHIPPING, VISI SLI[NG R BP ACING OF TP US Sf S. Fs ��,.• [�� DESIGN ()NICIPHS WITH APPI.ICABLF PROVISIONS nl NOS (NAIION,1L DESIGN SPF C. B! IRPA) AND TPI. ALPINE t1 L V /� (` —_ ONNEC IIP PLAIFS ARF MARL Of 271/181 T6GA (W H S/KI ASI11 1153 GRADE dO/5n (W. KiH.S) GPIV SIF EL. APPLY IFN AL T O T.L D. 47.0 P S F S E(TRI_ 46667 6 6 6 7 ♦ PLATES I) FACIE TALC nI 1PU SS AI Utl IF 55 )ITU P.W[Sl ))AIFH ON IVIS HIS ION. POSITION PIP DRAW TAGS 1C+0i� i .J ll�Y 4UlJ Alpine ETT illeeTed PtOdUCI$,In AN 1113PF I3N OP PlAfls fUit'IID BY (i) SW,,II BI PFR ,NNIX A3 OL II'II POD- SEC 3. SI 'IN T1nS OF WCN(I INDICAIFS ACCIPIANI:1 OF PPOFISSIFNAI I.NGINEFI ING ItESPDII$IDLI IIY SO FLY FOR 110 Hltl- C flPOOFNI Oct 05 D5 p DUR.FAC. 1.25 FROM PS 1 OM&l ley OTri'C DF SIIiN SHnVN. THE UT Rlt I1Y AND )ISE Of THIS (ONPONFNI FOR R1Y UU II DTH(. IS THF RES ONSIBll fIY OF )IIF -- --- --- - - — 4laines `T 3384 Bu a iGNIP rPl 1 'n n C 1 N `'4.0 ' 1 S R ' Z04,..; .— ,.. .. .... (E0820PAUL'S BAY LOT 16 PARADISE PRESERVE G3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N SPECIAL LOADS Bot chord 2x6 SP #2 N - - -(LUMBER DURJ AC.=1.25 / PLATE DUR.FAC.-1.25) Webs 2x4 SP #3 TC From 54 PLF at 0.00 to 54 PLF at 16.50 BC From 40 PLF at 0.00 to 40 PLF at 16.50 120 mph wind, 24.70 ft mean hgt, ASCE 7-98, PART. ENC. bldg, BC 2004 LB Conc. Load at 8.56 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 L1240 total load. BC 55 0.29 16.21 5X5= 1.5X4o� 1.5X4-G 8I— —18 21-7-0 6X8= 3X6(Al) = 3X6(A1) I 8-3-0 I 8-3-0 16-6-0 Over 2 Supports R=1738 U=1460 W=3.5" R=1817 U=1525 W-3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.0 " E •••.�' Y:1 FL 3 R Scale =.375" Ft. **FERNING**TRUSSES PRO EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. �' T C L L 20.0 P S F R E F R 1 5 1 93883 REFER TO BCSI 103 (BUILD TIDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D-ONOF RIO OR., SUITE 200, MADISON. WI 53719) AND WT CA (MOOD TRUSS COUNCIL OF AMERICA, 6300 ENIE RPR I.N. 0.59687 MAOISON, WI 53]1 9) EOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, * y TC DL 7.0 P S F DATE 10/05/05 TUP CHORD SHALL HAVE PROPERLY ATTACHED STRUCI To PANELS AN BOTTOM CN0R0 SHALL HAVE A PROPERLY AiTAC HED /i RIGID CEILING. TATE F Q BC DL 10.0 PSF DRW MCLISR151 05278019 **IMPORTANT*AF IIR11I5H A COPY Of IRIS DESIGN TO TIIC INSTATI.ATION CONTRACTOR. AT PINE ENC,TNFFPED • (` ALPINE PRODUCTS, INC. SHALL NOT BF RESPONSIBLE FOR ANY OrVFATION FROM TIII DESIGN: ANY FAILURE FO DUU D THF ., 10 B/C� L L 10.0 P J F HC -ENG BA/AF TRUSS IN (OHIO RM ANC,E NCIH CAR; OR fABR()I UPSGI ISNDI ING, 111 N ING. INSTAI.1 INf,ft DP ACING OF TP USSES. •/ A�• ��pp TOT.LD 4 - DESIGN ON ORM1iS WITH APPL YANLE PPOVIS IONS 11F NDS (N (LUNAL UESIGN SPEC, DY AF&PA) AND TPI. AI.P INE (` - CONNECTOR PTA IS ARE MADE Of 20(18/I6 GA (W,H/SrK) ASIM AG53 GRADE 40/6O III, K/H.S) GAI Y. STFFI. APPIY ,p 7 0 P S F S ECT AI 46705 L 7 0 �^ p��^��1j PLATES TD LAC 11 FACE Of IPUSS AND. UNI TSS OIHIRWISI If CRIED ON IRIS DESIGN, IOSI ZION PER DRAWINGS 16DA-A. O N `i U 5 Alpine En�III PiyJ�iEl ProdUCts,IIT`AN'! INSPECTION OF PLA1F5 fOLL01dED BY li) 5110.11 8f f FH nfHlE%0.3 OF 1P11 2007 SfC 3- A SEAL ON THIS OC 105 1' 1450 M3TIe ()TIT'e BR ENING ITIO ICALES ACCFPTANCL nI PROFESSIf)H AI- CIIG INF CP ING IF SP BNSI B II IIY SOI I IDR INF TN USS CDMPFIl1T 111 DUR.FAC. 1,25 FROM PS Y 01 SIGN SHOWN, THF SI IT'Bll,I IY AND OSE )I THIS C.l FIPONFNI IDH ANY UBIIDTNG IS THF PFSPONS1ell IIY OF THE Hautes rT 338446, DUIL ._IGNFR F .,..._.TP ,.~*�..n: .,,. ,, ..,, ,:,,s: „-,- ,,� �,.. Tl�ecat 7�—rizatlo _ �_..� C I N ,� � •�;�, J 1 S R ., _Z O IBIS DWG PREPARED FROM CUMPUIER INPU( (LOADS & UI MENSIONS) SUBMITTED BY TRUSS HER (E0820-PAUL'S BAY - LOT 16 PARADISE PRESERVE H1) Top chord 2x4 SP #2 N 120 mph wind, 24.64 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL 3.5 psf, wind Webs 2x4 SP #3 BC DL=5.0 psf. Gable end supports 8" max rake overhang. Deflection meets L/360 live and L/240 total load. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. Shim all supports to solid bearing. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE See DRW HCUSRO01 02086015 for gable details. ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 4X4-- 8 X4=8 r— 25 11-5 + � 8 3X3% 3 X 3 3X8% 3X8- +21 7-0 5X7(R) III L<-2-0-0�1E 5-6-4 ��E 10-5-8 J 0-8,�I 1-5-8 E8-7-1 8-3-1 1-9-99 8-6 10-9-0 10-9-0 �l 21-6-0 Over 4 Supports R=79 PLF U=36 PLF W=10-5-8 R=69 PLF U=89 PLF W=10-5-8 R=211 U-205 W-3.5" R=378 U=396 W=3.5" Note: All Plates Are 1.5X4 Except As Shown. .r R.R. f/s PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.0 N ••. TY:1 FL 3 R - Scale =.3125" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO BCS] 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLTSHEO BY TPI (TRUSS PLATE INSTITUTE. 583 T C L L 20.0 P S F R E F R 1 5 1 93884 D'ONOF RIO OR., SUITE 200, MADISON, WI 53]19) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, 0.59667 MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. 1: $* T C D L 7.0 P S F DATE 10/05/05 TOP CHORU SHALL HAVE PROVERLY AFTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 1SPr RIGID CEILING. L ; TATE '�• _` **IMPORTANT**f UP.N I SfI A COPV OF THIS OE SIGN TO THE INSTAL I.ATION CONTP Af TOR. ALPINE ENC,]NFFRFD OF BC DL 10.0 PSF DRW HCUSR15I 05278020•• P V ALPINE PRODUCTS, INC. SHALL HIII 8E RESPONSIBLE IoR ANY DEVIAl10N FROM THIS DESIGR: ANY FAILURE TO BUILD THE • ��'` �� B C L L 1 0.0 P S F H C-ENG BA/AF IRU SS IN CONFORMANCE WI III TPI: UR FABR ING, VIA FIDLING. SIIIPP INF,, INSTALLING 8 HN AC ENO OF TRIIS SF S. ��ESU\ DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (N IIONAI DESIGN SPEC, BY AF&PA) AND TPI A(PINE (ONNFCTOR PIATFS APF MADE OF 20/I8)1(.C,A (W ]M SIR) ASTM Ah51 HP,ADI NO�lO (W K/H,S) GI V II'FL. AVPI.Y T O T.L D 47.0 P S F PIATES IF EACH TACE OF (PUSS AND. UNLFSS OIHERWI4T 1 TEO ON IHIS OFSI6N, PISITTON PIP DPA.WIN,S IF01 Z. _ S E Q N- 46673 ANY INSPECTION OF PUAIFS IDLLHWED BY (;, SHALL BE PEP AH NFX Fl3 ^F IPI] 9IIOY SEC.,. P SEAL UN ]HIS FROM P S Alpine E1T�Tineered Products,In DR.NTNG IN, CA ACCFPI NIIT QF PCOFESSIDNA.L ENf,INEEPIN.PT SPOIIS IH iL III SQI EIY FOR INE IR DSS CQF,PQ Ni Nr ('t '05 OUR.FAC 1 25 1 �0M3TIC}I)rtt'Z OF IGN SIIOYIN. To SUIT YDII.IIY AND USE DI THIS Co"C',NFNI FOR ANY BUILDING IS IIF RESPONSIBIIITY oI IIIE -- — -- --- --- Haines * FI 33Nd4 HDu GNER P PI I e '' n A G I N 4.011 j O 1$R �., x . F- ,�, Z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO82O PAUL'S BAY - LOT 16 PARADISE PRESERVE - H2) Top chord 2x4 SP #2 N 120 mph wind, 24.82 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC DL=5.0 psf. Calculated horizontal deflection is 0.29" due to live load and IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0.16" due to dead load. CHORD SPACING(IN OC) START(FT) END(FT) BC 49 0.29 10.75 Deflection meets L/360 live and L/240 total load. BC 48 10.75 21.21 4X4(R) III 3X5-- 3X5% 8 8 F- 6X6= 5 5 1.5X4111 1.5X4111 +21-7-0 3X5 (Al) % 3X5(Al) '-<-2-0-0->j 10-9-0 }E 10-9-0 'I 21-6-0 Over 2 Supports R=1139 U=974 W=3.511 R=1003 U=828 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20. =nOEN ••,E` TY:16 FL 3 R Scale =.3125" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C LL 2 0.0 P S F REFER TO BC 51 1-03 (BUll01NG COMPONENT SAFETY INFORMATION), PUBLISHED BY TP[ (TRUSS PLAiE INS1I1V1E, 583 No. �'� R E F R151-- 93885 D'ONO ERIO DR., SUITE 200, MADISON, NI 53]19) ANRIOR ID WT CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MO PI CIHIOROW SHALL I HAVEU PROPERLY ATTACHEDCE S SIIRUCTURALPPANEIN I SI ANDI BOIT'TTOMUCH ORDN SHALL N HAVE ATPR OPERLYI ATTACHED = T C D L 7.0 P S F DATE 10/05/05 RIGID CEILING. SATE OF (' **IMPORTANT**FURNISH A COPY 01 THIS DESIGN TO TIIE INSTALLATION comrPACTOR. Al PILAF ENGINFERFD • p.•:•� BC DL 10.0 PJF DRW HCUSR151 05278021 ALPINE PRODUCTS. INC. SHALL NOT BL ILIPONS INILI I01,A11 OFVI lIUN FROM THIS DFSICN, ANY FAILURE tO OUIF THE •• O�� BC LL 10.0 P S F HC-ENG BA/AF TRUSS IN CII NI ORMAI 41IIH IP 1: OR FABN ITING, 11 NDI INF. SHIPPING. IN S'ALI INC, 6 BR.CING OI TRUSSES. VVA IIF SIGN CAN'IR MS WITH APPLICAOIE PROVISIONS OF IIDS LN III)NAL DESIGN SPF(:, BY AI RI'A) 'NU TPI ALPINE ted• CONN ICIO PLATFS ARE MADE OF 20118/16GA IW H,./K) ASTM 16 3 GP.ADF 40/60 (VI, K H.S) GALl. STEEL. APPY Pte' T 0 T L D 47.0 P S F S E 0 N- 46676 PIAIES IU F.Q.I. FACE OF TRUSS AND. UNLESS O If POISE L)t AIED ON THIS UISIi.N, P SIIItIN fFP IIP�111NGS 11,U,: ). _ ANY INSPE(.IIAN OF PLAITS FOLLOWED BY II) SLAT I. BE PER MINE' A3 OF TPI1 2002 SFC.3. SIAL ON IVIS 0(f 105 21pineEnginefiT�1 rOd u�+ts��I1 IDIAWING INDICATES AC CI I'IANCF 11 PROfFSSIUNAt ENf,I Nf TPiNG RES NIINStHII TTY SOT ELY FOR IMF IRIISI c0111ANi.Hf OUR.FAT.. 1 25 FROM PJ I DMa,ley DtIN, I DESIGN SHOWN. TIT SAIIAHIIITV AND ITS[ OF THIS C.OIIPONENT FOR ANY BUILDING IS IHE RFSPONSTBILIIY OF THE ------ T'i Ce L. GI. 3�RTo BU[II nrclGN[N P irrTP A xCf1.^.� J .. ,. l i,r,: Z�.� [HIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMIIIED BY TRUSS MFR. (EO820 PAUL'S BAY -- LOT 16 PARADISE PRESERVE H4) Top chord 2x4 SP #2 N 120 mph wind, 24.64 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC DL-5.0 psf. Gable end supports 8" max rake overhang. Deflection meets L/360 live and L/240 total load. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. Shim all supports to solid bearing. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS See DRW HCUSR001 02086015 for gable details. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 4X4-- 8 X4=8 I— + 25-11-5 8 3 X 3 3X3�� 3X8 3X8 21-7-0 J 5 5 1- 2X4(Al) % 2X4(Al) 5X7(R) III J..r2-0-0.:3.IE 5-6-4 �� 10-5-8 —1 L�-2-0-0j 0-8-1a-5-8i, 8-7-1 8 7 1 1-5-8-8-6 10-9-0E 10-9-0 21-6-0 Over 4 Supports R=80 PLF U=42 PLF W=10-5 8 R=65 PLF U=83 PLF W-10-5-8 R=376 U=437 W=3.5" R=376 U=437 W=3.5" Note: All Plates Are 1.5X4 Except As Shown. �a uR R. Fjs, PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20.0 EN•'•••y Y:1 FL 3 R - Scale =.25" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. TIC L L 20-0 P S F REFER TO SCSI 103 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583R E F R151-- 93886 D'ONOFRIO oR., SUITE 200. MADISON, NI 53]19) AN WTCA (WOOU 1RU55 COUNCIL OF AMERICA. 6300 ENTERPRISE Lx. 0.59687 MABf SON, WI 53]19) FOR SAFETY PRAC f ICES VR IDR TO PERFORMING THESE FDNC IION S. UNLESS OTHERWISE INDICATED. , !* TIC D L 7.0 P S F DATE 10/05/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. STATE OF ��Qa BC DL 10.0 PSF DRW HCUSR151 05278022 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •• �` Pte• ALPINE PR 00110 1< INC. SHALT NOT BE RF SPONSIBLE FOR l•.NY OFVV i ION FROM TNIS DESIGN: ,VlY FAILURE TO BU IID I11( R\O.:�� BC LL 10.0 PSF HC-ENG BA/AF TRUSS IN F HFOP.MANCE W/T11 TPI: OR FABR ICAIING. HANDL IN SfI1PPIN iNS IALL T NO B BRA C,TNG OF TP US SE S. ^• DIST GN 1,ONEf RMS GI TH,".f PLICARLL PP.OV ISTONS OE NOS (N TIONAL DESIGN SI EC, BY AFSPA) ANTI IPI. ALPINE •'0Nll` IONNECII. PIAIFS ARE MADE OF 20/IO/16GA (W,HYS/K) AS EW A113 GHhOF Hll/GO 61, K/H.S) CATV_ STEFL- APPLY tl TOT LET. 4 7.0 P S F S E Q N- 46682 PIAIES In TACIT FACE OF TRUSS AUG. UNLESS OIHEPWiSE LOLAIEU ON 1NI DL%,N, P15IIION PIR OP.AGIN- 11OA-Z. ♦,. AIIY INSP1.CnoN 01 PIAIE5 EOLLDPIFD BY (i7 SHALL NE PIP AIIN(X A.3.of 11'I) 20o1 IrI 3. A SEAL ON THIS I,t 'D5 Alpine Engineered P[( cts,In A"IAG INDICATES A( EPIANCE of PPO" TONAL ENGIN FP 1116 RF S('OIIS IB IL TTY Vn FIY rpP fHE IPUS$ CUNPONFHI DER.FAC 1.25 FROM PS I9 U Malley Drive 'M"I, THE Sol fAN ILI Iv Arm 115E OF IVIS CIMIoNrAI IOR ANY BUIL01Ne IS IHI RES1:011 SIBIL ITY OF ---- 11aines r FT. 13844 „�=TONER P v��1PI T . (7 ACIN ''4.0" ISR ,"� Z03 cLizaho n�, s ..,. ...--4: cF �,..,,; �•..-:� ...=. it ._ ,. ,x; x. U, _ . THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0820-PAUL'S BAY - LOT 16 PARADISE PRESERVE D1) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC DL-5.0 psf. Gable end supports 8" max rake overhang. 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 120 0.29 34.71 Shim all supports to solid bearing. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS See DRW HCUSR001 02086015 for gable details. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 5X5-- 6 X5=6 r 15 1-6 + 6 3 X 3 3X8% 3X3- 3X8- J 3.5 3.5 10-1-2 3X5(Al) 5X5= 3X5 (A1) 12-0 01--r= 8-10-12 �11 1E 17-2-8 2 0 0 0-II�76 15-0-5 ,tE 15-0-5 6031117 17-6-0 17-6-0 I 35-0-0 Over 4 Supports R=84 PLF U=37 PLF W=17-2-8 R=75 PLF U=55 PLF W=17 2-8 R=395 U=248 W=3.5" R=395 U=248 W=3.5" Note: All Plates Are 1.5X4 Except As Shown. PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.20. 04�R R s�syE` Y:l FL 3 R - Scale =.1875" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. TC LL 20.0 P S F REFER TO SCSI 103 (BUILDING COMPONENT SAFETY INFORMATION). PURL/SHED BY TPI (TRUSS PLATE INSTITUTE. 583 .59687R E F R 1 5 1 93887 B'ONIFRI0 DR., SUITE 200, MADISON, WI 53719) ANO WTCA (W000 IRUGS COON C TL OF AMERICA, 6300 ENTERPRISE LN. MADISON, HE 5371 9) FOR SAFETY PRACTICES PRIOR i0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, * * if TC DL 7.0 P S F DATE 10/05/05 TIP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AN BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. STATE OF r (;_I BC DL 10.0 PSF DRW HCUSR151 05278024 **IMPORTANT**FURNISH A COPY OF THUS DESIGN TO IME INSTAL LAI ON CONTRACTOR. ALPINE ENGINEERED ALPINE PRODUCIS. INC. S41ALl NOt BF PESPON51RIf FIR ANY IF VT Vt IDN IRUM „115 OESION; ANY I;..11LEE IQ HIILD 1HE ....• ♦ B C L L 10.0 0 P S F HC-ENG BA/AF TRUSS IN fDNFOPMANCF WITII IPI: OR FPBRI GATING it HCI INT, SHIPVTN;. INST AI LING B BP.ACIN6 OF II.ISS 11 - ••G�U d� _ DESIGN CINFOPMS WIIH AI'PLICARLL PROVISIONS !F NDS INATIONAI. DFS II'N tiPF C, BV AF&PA) AIIO 1P I. AI PINE `pP.�. /� cUINF f.TIR VI nIES ARF MAUF OF 2nJIU'16GA (el I�S7RH ASTM Afi.i GR ADF NO/fi0 IH Y/f1,57 f,.91 V. SIEFI 'I6111 PPLY HpN�•" T O T ED. 47.0 P S F S F Q N- 46505 R E V PLniES IO(',CH fAf:F F 1RIISS AND, ONLESS D1111 RWISE LUCATFO ON IDIS DFSIf,t1. POSIIIIN VCR DRAWINGS IfiO T. !. ANY INSPIf IIOA')I I1.ALII III LIIIIB DY (I1 SIIAI I. E1E PEI IfNE% P? OI TPI1-2002 SEC.3. A SERI. IN THIS ' Alpine En$incered Products,In DRAWING TND 1fAiF5 A.CFPIANSE II PPOIFSSI NAI ENI;INIIPTNG EESPUNSIOII1IY SI1I1Y IQR THE TRI55 CIIIPINFHI �t 5 05 DUR FAC 1.25 FROM PS 1 0 Marley Drive DFSIGN 6HIHry. THF SUI V.R ILITY AND use II "HIS COMPFNENI TIP ANY ROW)ITIe IS THE RISPOHSIRILIIY DF ILE -- Raines 'n, PT 33844 BUn NIP P '` P� enAOIN '4.0" J 1$R ZO3 >-„_„L.tificat .„�.��.�- z. 2X6 "T" �.1 1 ,� _ .._ —_ REINFORCING ( T LE LE DETA__ GABLE VERTICAL PLATE SIZE 2X4 V ILRIICAL LENGTH PLATE IF PLATES �� REINFORCING j ABOU, � FOR LET-IN VERTICALS MEMBER \, BETWEEN CHORDS SIZE OVERLAP LESS THAN 4'__O"_1X4 OR 2X3 2X8 GREATER THAN 4' 0', BUT 2X4 2X8 TOENAIL X TOENAIL LESS THAN 11 6 y v GREATER THAN 11' 6" 2.5X4 2.5X8__ — — - .�.!� REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, i SPLICE, WEB AND HEEL PLATES. -- � — — i �� \ x IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM L TO T' REINFORCING MEMBERS, �� SINGLE PLATE TO SPAN THE WE➢_"� MULTIPLY "T FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE: 4 2X4 'L" BRACE, GROUP A, OBTAINED FROM THE C \. GABLE �� APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR VERTICAL A / ' 2X4 ^'k8 SBCCI WIND LOAD. LENGTH " �TP. T-lz$ � _ — — MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL, F, LENGTH IS 14' FROM TOP TO BOTTOM CHORD. / / �� WEB LENGTH INCREASE W/F "T" BRACE - - WIND SPEED "T" REINF. SBCCI ASCE AND MRH MBR SIZE \ - -- o. E � �_ 110 MPH 2x4_ 10 .o — 10 -. , tj" (+, 15 FT _ 2x6 40 % _ _50 7. _ 110 MPH 2x4 10 10 - �`. _30 FT _2x6 50 % 50 V� -- 100 MPH 2x4 10 % 10 15_FT 2x6 _ 30 % 50 % 100 MPH _ 2x4 10 % _ 10 J 30 FT 2x6 __ _4_0 % 40 e 90 MPH 2x4 _ 20 % 10 ( +� + 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 1 RIGID SHEATHING HAND DRIVEN NAILS: 30 FT 2x6 30 % 50 r -�S 10d COMMON TOENAILS 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 t0 _20 e X 4 TOENAILS S A X � ---- - -- AND BOTTOM CHORD. 15 FT 2x6 10 L GUN DRIVEN NAILS — 0.131 X 3": 80 MPH %2x4 20 10 REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. _ 30 FT 2x6 _ 0 a 40 MEMBER 70 MPH 2x4 0 % 20 THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL, FOR ASCE � -- OR SACCI WIND LOAD. 15 FT _ 2x6_ 0 % 20 70 MPH 2x4 10 % 20 ASCE 7-93 GABLE DETAIL DRAWINGS 30FT 2x6 10 % 30 % GABLETOENAILS A11015EN1103, A10015EN1103, A09015ENII03. A08015EN1103, A07015RNtIO3 — -- 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, A11030EC1103, A10030ECI103, A08530EC1103 GABLE VERTICAL — 24' 0. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015EN1103, S10015EN1103, S09015EN1103. S08015EN1103, S07015EN1103 'T" BRACE INCREASE (FROM ABOVE) _ 107 1.10 S11030EN1103, S10030ENII03, S0903OENI103, S0803OEN1103, S07030EN1103 (1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T' REINFORCED GABLE VERTICAL LENGTH 4 TOENAILS SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 1.10 x 6' 7" = 7' 3' CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE ____ _- _ VERTICAL LENGTH. G REPLACES DRAWINGS GAB98117 876,719 & HC26294035 * wARraINE## TPUE, REQUIRE FYTREME CARE IN F ABRICATINa, HAHDUN6, SLURPING, INSTALLINA AND � S REF LET—IN VERT BFACING, REFEP I❑ PCSI 1-03 (BUILMN, COMPONENT AFETY INFORMATTDN), PUBLISHED R/ TPI (TRUSS �� .•Vc �,�� EIHS . PLATE 1NSIITUTE 523 TEINOFP_EO DR., SUITE 200, MADI:ON, WI. 59719? AN➢ WTCA <WDOD TRUSS CDUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON. WI 53 I l FOR SAFETY PRACTICES PPIOP T❑ PERF❑P.MINE �'�� DATE 01�16�T04 THESE FUNCTION:, UNLESS OTHERWISE INDICATED. TOP CHORD HALL HAVE FPUPERLY ATTACHED — STRUCTUPAL PAN L; AHD BOTTOM CHORD SHALL FACE A PROPERLY ATTACHED RIGID CEILING, 0.59687 DRWU GBLLETIN1103 .+IMPO TAHT:r FHPHITH COPY DF THIS DESIGN TL IN TALLATION CONTRACTOR. ALPINE ENGRdEERED p PPODUCT� INC.. HALL OOi BF PESPON,IBLE FOR ANY DE'IATION FROM THIS DESIGN AN, FAILURE T❑ —ENG DLJ/KAR ALPINE BUILD THL TRU IN cn IF PMANrE w1TH TEL OR FaBPCATIN: 1AHPUNG 4I Ptw, IN r LUNG 4 STATE OF — BRACTNF F TFU E ll CIGN FOIFUPM I[[' APFLICAPIE PR❑ I [ d;. OF UL (NATIOr,AL DL>IU FEC. •. a Dt AF FA UD T I ALP'l'I V r FTEIP L TE IFF M DF OF 1 1P IfI 11 .'Y I I •t5i P `-F Fr. ��O R�Q�� MAX T07 LU. 60 Y1F 40,60 P H- rAL TEF[ F'L'r PL TF O H F _ I FU S HT 1 ❑ HIO 'IAF `I - rHr T� It II I IDN NF 16 E ❑I "-,',TE- r TI_I FTP (I _H OCt ONA1 Eli — -- ALPINEENGINEEREDPRODUCTS,INC BE PF t F� A F TF. I E-. E�>I nN IH DF INT Iup rF CEPTAI f uF D[.R. (+'�('_ ANY POMPANO BEACH,FLORIDA I Ir I I E ,_d,- L TT n E_LEI n, H F I_n! I DE`T t-,,;N SHE nlgtlP7h Lp IE NL F �H1 ur1F[I,FI1I FOF AH, F I pi I> EHE NII IF,LIr 1: THE E Mlj'7 ISLV`� �41'.AC1NG 21.0 . ... t"' ,ti. (GABLES - 140 MPH, EXP C. PART ENC.) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 140 MPH WIND, 30.0 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE BRACING DEFINITIONS: IN ROOF, CAT II, EXP C. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. NOTE: "END ZONE" EXISTS 18" AT BOTH ENDS OF VERTICAL WEB. 140 MPH WIND, 30.0 FT MEAN HGT, ASCE 7-02, PART. ENC. BLDG, LOCATED ANYWHERE (A) (1) 2X4 SP #3 "L" BRACE. ATTACH WITH 0.128"X3" NAILS @ 2" OC. IN IN ROOF, CAT II, EXP C, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. END ZONES; 4" OC. BETWEEN ZONES. (B) (2) 2X4 SP #3 "L" BRACES. ATTACH EACH WITH 0.128"X3" NAILS @ 3" OC. IN + FOR VERTICAL WEBS LESS THAN 4'0": W1X4 END ZONES; 6" OC. BETWEEN ZONES. FOR VERTICAL WEBS GREATER THAN 4'0" BUT NO MORE THAN 11'6": W2X4. (C) (1) 2X6 SP #2 N "L" BRACE. ATTACH WITH 0.128"X3" NAILS @ 2" OC. IN * SPLICE, PEAK, AND HEEL PLATES TO MATCH COMMON TRUSS. END ZONES; 4" OC. BETWEEN ZONES. ** 2X4 OR GREATER CHORDS. (D) (2) 2X6 SP #2 N "L" BRACES. ATTACH EACH WITH 0.128"X3" NAILS @ 3" OC. IN END ZONES; 6" OC. BETWEEN ZONES. DROP GABLE WILL SUPPORT 4'0" OUTLOOKERS WITH 2'0" OVERHANG (DROP HEEL GABLE) SPACED 24" O.C., OR THE LOAD FROM 12" PLYWOOD OVERHANG (NOMINAL HEEL GABLE), STUD SPACING / BRACING TABLE: THIS TRUSS HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD INTO THE ROOF 3 DEFLEC 2X4 SP # (1) 2X4 (2) 2X4 (1) 2X6 AND CEILING DIAPHRAGMS. CONNECTIONS AND DESIGN OF THESE SYSTEMS ARE THE (2) 2X6 RESPONSIBILITY OF THE BUILDING DESIGNER. STUD TION NO "L" BRACE "L" BRACE "L" BRAC "L" BRACE SPACING CRITERIA BRACE TYPE (A) TYPE (B) TYPE (C) TYPE (D) THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. 24" L/360 ----- 3' 1" 4' 2" 6' 3" 8' 0" 24" L/180 ----- 3' 4" 5' 7" 6' 3" 11' 0" ++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION 16" L/360 __-__ 3'11" 5' 3" 7'10" 9111" PERPENDICULAR TO SUPPORTS. 16" L/180 4' 9" 7' 4" 9' 6" 11' 0" 12" L/360 ----- 4' 7" 6' 1" 8111" 11' 0" 12" L/180 ----- 5'11" 8' 5" 11' 0" 11' 0" R1 NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES OVERHANG DETAIL ++ REFER TO TABLE FOR * WITH 2-16D NAILS AT EACH END. BRACING REQUIREMENTS. R1 NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS LADDER W/ WITH TWO ROWS OF 16D NAILS @ 8" O.C. STAGGERED STEPS @ 24" OC. TRUSSES @ 4" 24" O.C. P1_0 0 + (TYP) P INCLUDES MAX FASCIA ** *� ALT. GABLE SHAPES: Over Continuous Support U=280 PLF Note: All Plates Are 2X4 Except As Shown. * R2: REVISED FOR ASCE 7-02. R F� DLJ 09/30/2005 DETAIL: 140GC s'y R1 REV 2-5 02 JWC PLT TYP. Wave TPI-95 Design Criteria: TPI STD Q:• � S••••. :1 HI 1 R - Scale **WARNING`*TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDL ING, SHIPPING, INSTALLING AND BRACING. REFER TO BCSI I-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 N 59687 T C L L P S F R E F 8 0 0 1 0 D-ONO FR IO OR., SUITE 200. MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL Of AMERICA. 6300 ENTERPRISE L •3 E Ty PRIOTO TiOPI CHORDH SHALLHAVE I O PROPERLY ATTACHEDS STRUCCTURALP PANELSI ANDNG T BOTTOMHESE U CHORDN SHALLN HAVE AT PROPERTYI ATTACHE TC DL P S F DATE 03/27/02 RIGID CEILING. STATE OF Q **IMPORTANT—TURNISH A COPY OF THIS DESIGN 10 )HE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ••.�" QQp,..•�`� BC DL PSF DRW HCUSR001 02086015 PP.ODUCTS. 1NC SHALL NDE BE IEESPONSIBLE FOR ANY DEVIATION FRDM THIS UCSIfN; ANY FAILURE IO BUILD IHL p �O S,.•' \� ALPINE TP.0 SS IN fONF OR F1.tN CE V11 Fii IPI; UR FANRIC AT Iry Fi. HANDLING. sHIPPINc. IIISTALL]Nc R BRACING OF Ift0SSf S. p G�� BC L L P S F HC-ENG D L L] D L V DDESIGN CO NL OkMS W1 1H APPLICABLE PROM SIGNS OF NDS (NATIONAL DESIGN SPCC. BY AFF.PA) AND FPI. ALPINE � M1�7y(J� (` (� ONNE f,TOR III ATFS APF MALL OF 20)18/16GA (N,H/S/K) ASTM A653 GPADF- A0;[n (W, K/H,S) GAIN. STEEL. APPLY �HI��Ntlfl T O T.LD 60.0 P S F J E V N 24860 I'1 RTES TO IA"TI FACE OF TRUSS AND. UNLESS OIIILRWISE LOCATED ON THIS DES11;N, P(ISIIIDN VCR DRAWINGS InU'-L. ANY INSPECTION OE PLAIES FOLLOWED BY (1) SHAH PC PEP ALINE% A3 OF IP 11.1007 SI C.3. ,� SERI. 1N IH IS AlpineEl ineeredProducts,ln DRAHTNG INDICATES ACCEPT?NCE OF PRVFESSI,NAI EtIGIHEER111G RESPQNSIDMIIY gl1Y FOR 'OF TRJSS Lf1T0NENI DUR.FAC. 1.-2-5 I OMarleyDme DESIGN summ. THL STJIIAB aIIr nnD Ilse )r nuS'ruNP1u Nr L11 Aur IF uD UIr, Is uIE Rfs wnu len ni .r rnE (�f--- - -- -Plaines :, FI -1. Duu ...IcueR l ,. n�.., n n.�I--�,. �1.Q,I�s J � 1�..�,.:R 389 t�;:— lifica[ „mzallo .. .... (ASCE 7-98 GABLE END DETAILS ,140 MPH,EXP C, PART. ENC ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (**) 2X4 S0. PINE #3 GABLE STUDS. ATTACH TO TOP CHORD, DIAGONAL WEBS, 140 MPH WIND, 30.00 FT MEAN HGT, ASCE 7-98, PART. ENCLOSED BLDG, AND BOTTOM CHORD WITH W2X4 ALPINE PLATES. ALL (**) GABLE STUDS REQUIRED CAT II, EXP. C. "T" BRACING. "T" BRACING MUST BE TOENAILED TO GABLE STUD WITH 0.131"X3" GUN NAILS AT 4" O.C. PLUS A CLUSTER OF 0.131"X3" TOENAILS AT THE TOP 140 MPH WIND, 30.00 FT MEAN HGT, ASCE 7-02, PART. ENCLOSED BLDG, AND BOTTOM CHORD.SEE DETAIL FOR NAILING. SEE CHART FOR STUD BRACING AND CAT II, EXP. C. SPACING OF VERTICALS. SEE APPROPRIATE ALPINE DRAWING FOR LUMBER,PLATES AND NOTE:TRUSS ERECTOR IS RESPONSIBLE FOR PERMANENT WEB BRACING. WHEN OTHER DATA NOT SHOWN HERE. BRACING IS REQUIRED, FURNISH A COPY OF THIS DRAWING TO TRUSS ERECTOR. ** STUD MUST BE ATTACHED TO CHORDS AND DIAGONAL +PLATE AS REQUIRED ON APPROPRIATE DRAWING. "T"BRACE REQUIRED SPACING MAX.LENGTH 2X4 SO. PINE #3 24"O.C. 2— 1" NOTE:GIRDER HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD IN TO 2X4 SO. PINE #3 16""O.C. 2'-10" THE FLOOR & ROOF SHEATHING DIAPHRAGMS. CONNECTIONS & DESIGN OF 2X4 SO. PNE 3 12D.C. 3'- 5" THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 2X6 SO. PINE #2 N 24"O.C. 5'- 0" 2X6 SO. PNE 2 N 16"D.C. 6'- 2" NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES WITH 2-16D 2X6 SO. PINE #2 N 12"O.C. 7'- 1" " NAILS AT EACH END. 2X8 SO. PNE 2 N 24"D.C. 7'- 6 2X8 SO. PINE 2 N 16O.C. 9'- 1" NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS WITH TWO ROWS OF 2X8 SO. PNE 2 N 12"O.C. 10'- 4" 16D NAILS @ 8" O.C. STAGGERED 4" +++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. R2: REVISED FOR ASCE 7-02 DLJ 09/30/2005 I ++ (4) -0.131"X3.0" TOENAILS. PLYWOOD SHEATHING 1 LADDER W/ I SIDE STEPS @ 24" O.C. TRUVIEW 24" SES @ ** W2X4 ALPINE 24" D.C.O.0PLATE 1'0" MAX OH 12 * SPECIAL INCLUDES FACIA VARIES GABLE I ** END TRUSS 2X4 "T" BOTTOM 2X6 "T" BRACE VIEW BRACE + ** ** ** ** CEILING ++ GABL STUD UD SPACING. 24" O.0 MAX. SEE ABOVE TOP OR BOTTOM CHORD OF GAB E TRUSS. t SPAN REQU RED BLE H. DETAIL: Note: All Plates Are 2X Except As Shown. p140GS J W C PLT TYP. Wave TPI-95 Design Criteria: TPI STD Q `�! S''•.t�' Y:1 HI 1 R - Scale =.3125" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 •' N .59687 ; TC LL 30.0 P S F R E F R O 0 1 0 D'ONOFR IO OR., SUITE 200, MADISON, W1 53]19) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENH E RW ISTERPRISE LN, �` TOPMADIC,NORDW SHALLI HAVE PROPERLY ATTACHFI/S STRHOCTURALPPANERFOELSIANDNG T BOTTOMHESE IUCHORU NCTION SHALL NLESS HAVE AFPROPERI YIA DT T ACHED "- TC DL 15.0 P S F DATE 03/27/02 RIGID CEILING. STATE OF Q S BC DL 10.0 PSF DRW HCUSR001 02086012 ALPINE **IMPORTANT**FURNISH A COPY (1F THIS DESIGN TO THE 1NSIALLAiION CONTRACTOR. AIPINF ENGINEERED sFLOR�Qp��`�' BC LL 0.0 PSF HC ENG DLJ/DLJ PPII DACTS Itl. SH AiI NOT PF FCSPONSIBI.E FOP ANY UEVIAIfON FPOM If1I5 pF Sif N, ANY FA IL(IRF 10 HO II.0 THE •�•. .+��'" TRUSS 1N C(NFI HMANC,E WITH IPI: OR FABR",S G, II ANIT INC,, SHIPPING, INS TALI ING R BP.AC ING TIF TP IIS SE S. S•'...• _ __ S H 24104 DESIGN CONFORMS WJIH rPPI]CAB[F PPOVISIONS OF Nus (RAIlUNAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE �'4.aG..) T V T L D 55.0 P J F J E Q N - G 4 1 O 4 CONNLC IVR {L.tIS ANT MADE OF PUITS /I6 G,9 (Fl.fl/SiK) A.S ItI 69 1 53 GP A.Of -fO!FO W. Y,rH,G/ GAL V_ STFFI. ,1P PIY 1 -- p PLATES TO EACH FAIL OF IPUSS AIT D, UNLESS OT HE RW I S F IOC A T ED ON THIS OFSIGN, POSITION PFP DRAWINGS 1601. Alpine En �I1QeieCl I roducts,In ;INY IN SP Ef 11 ON Of PL-,ES I'll C, LI,VFD DY If; SII>Lt ul PEP AN NFX n3 OF FPII 2OP? SFC_3. A SLAL ON ,H,S (` E� OEAIlGIl5II N 4lN Cn FF STIIEC SUIIANIL Try AHOF USEIT1N nl.ilF Nti LNFFP Ifif RFSPPN SI B EI.I FY SF LCIY FOR TfIE TP.U�S CODPONI'II D�R FAC 1 33 FROM H1. � Marley Drive, f,9 MV lIN EHI FOR ANY HUTLOING IS TUE. RFSPINSIBIL I" OF THF -- - ----- ---- Yaines ` 33W Pun - -IGueP r rrl T tificat a"Ti;I ,_. u - a ,.,> =z, � , E' . , 1 � -R_1,. CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034145 Date 10/27/06 Property Address . . . . . . 880 PARADISE LN Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc sprinkler system ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ 13ESTCON COOL WATER IRRIGATION & LANDSCAPE, INC . ATLANTIC BEACH FL 32233 385 WHISPER RIDGE DR. ST AUGUSTINE FL 32092 ------------------------------------------------------------------- --------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/25/07 ---------------------------------------------------------------------------- Special Notes and Comments RPZ BACKFLOW PREVENTOR MUST BE INSTALLED ON CUSTOMERS SIDE OF THE WATER SERVICE PER GUIDELINES . BACKFLOW PREVENTOR MUST BE TESTED BY A CERTIFIED TESTER AND A COPY OF THE RESULTS SENT TO PUBLIC WORKS -------------------------------------------------------------------- -------- 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. J CITY OF ATLANTIC BEACH r r j PLAN REVIEW SHEET Routed to: S.Makowski Building Department Public Works&Public Utilities Departments L.Higgins 800 Seminole Road 1200 Sandpiper Lane S Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5834 er (904)247-5845 Fax (904)247-5843 Fax Kaluzni Public Safety PLAN REVIEW COMMENTS Permit Application# 41 - 3 f/ � �jtnf_Property Address (� Q p 'y£ Applicant: [) AJ d Tf� Project: �: -� k 1. r Sys ri-", This permit application has been: Approved as noted by the - Department. Final application approval must co a from the Building Department. Reviewed and the following items need attention: Cc.. 17 V Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from ,being issued. Reviewed By: Date: o v Date Contractor Notified: _ fy3,lri;;, CITY OF ATLANTIC BEACH - Fr PLUMBING PERMIT APPLICATION Date: /0 Property Address: �g;a t°� t 'S� L nrie Owner: oa �i rC , Telephone#: 57.`(- I Contractor: Ocp/wr Telephone#: Contractor Address: �'� b, � Fes; ttSS�l! Contractor Signature: Z/ 2�G�� 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 fixturjes 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, �t/�iew list the building permit number. ❑ Re-Pipe We—.3112-19 Number of Fixtures: Bath Tubs Showers Clo,'sets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sever Water Heaters Sprinkler System Other*See attached sheet see For Backflow and Irrigation procedures Fees Permit Issuing Fee: $351.00 Total Fixtures: X$7.00 + $35.00= 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (904)247.5800. Fax: (904)247-5845. http://www.ci.atlantic-beach.fl.us Revised 9/06 CITY OF ATLANTIC BEACH CROSS CONNECTION CONTROL BACKFLOW PREVENTER INSTALLATION REQUIREMENTS INSTALLATION: General installation instructions. 1. All devices larger than 2 inch must be installed on hard metal pipe. The metal piping must include all components up to and including the first upstream and down stream underground elbow joints. 2. Assemblies 2 inches and smaller may be installed on PVC pipe. Schedule 80 pipe must be used near trafficked areas. Support brackets and guard posts are recommended. 3. Device assemblies are to be installed a minimum of 12 inches above flood grade. Measurement is to be made from the lowest point of the device. The maximum height of a horizontally installed assembly is not to exceed 60 inches. No vaulted installations are allowed. 4. Vertical installation of DCAs is permitted on fire risers only and only if approved by USCFCCCHR. 5. All Devices are to be installed in a manner to facilitate testing. All valves must be fully operational.All test cocks must be easily accessible. 6. Freeze protection is required for Fire Suppression System Backflow Preventers and is recommended for all other Backflow Preventer installations. Such protection may not prevent the unit from operating or being tested. All Backflow Preventers must be inspected by a COTB representative prior to application of freeze protection. 7. Thermal expansion must be addressed in situations were a device application may restrict such expansion. 8. AVBs and PVBs must be installed a minimum of 12 inches above the highest outlet served.No valve may exist downstream from these devices. 9. CALL MALCOLM CLEMONS AT 247 5839 SS CITY OF ATLANTIC BEACH F PLAN REVIEW SHEET �r Routed to: S.Makowski j Building Department Public Works&Public Utilities Departments L. Higgins -J'313 800 Seminole Road 1200 Sandpiper Lane S Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5834 FerKani (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW CONM1ENTS Permit Application# �& - Property Address 69 Z� �Q le a.04 S', Applicant: L61)I /,$)d T"f4 I-400W r ori Project: 'Yy K /i. r S X s-a � This permit application has been: Approved as noted b the Department PP Y P Final application approval must come from the Building Department. Reviewed and the following items need attention: 5 Sl�-c l 4 Ld F- Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. Reviewed By: VW Date: Date Contractor Notified: CITY OF ATLANTIC BEACH J r` PLUMBING PERMIT APPLICATION 14:z° Date: t Property Address: BSid 6,J��k L 9� `l �e y i 1 Owner: 60��.. � �i,-�C � Tele Phone#: z Contractor: 0CD1 W6 Telephone#: Contractor Address: ��- Fes: GSS£l1 - Contractor Signature: In consideration of permit given fon 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, New list the building permit number: ❑ ate-Pipe �9(o— 172-g Number of Fixtures: Bach.Tubs Showers Closets Shower Pans Dishwashers Sinks Dis}iosals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Sprinkler System Other*See attached sheet see For Backflow and Irription procedures 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://www.cl.atiantic-beach.fl.us Revised 9/06 ol v 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: October 26, 2006 Owner: Bestcon Address: 880 Paradise Ln., Atlantic Beach, Fl 32233 Construction Type: Wood Frame Use Classification: Residential Single Family Permit Number: 06 31928 DAVID HUFSTET BUILDING OFFICIAL Graham Shirley Subject: INSPECTION: 880 PARADISE LN,06 31928,ELEC FINAL, REAGAN W/BESTCON 246 3747 Start: Fri 10/6/2006 3:00 PM End: Fri 10/6/2006 3:30 PM Recurrence: (none) PASSED DAVE 1 Graham Shirley Subject: INSPECTION: 880 PARADISE LN, 06-31928, INSULATION, JEREMY W/BESTCON 509.0159 Start: Thu 7/27/2006 2:00 PM End: Thu 7/27/2006 2:30 PM Recurrence: (none) PASSED 7.27.06 LJH Graham Shirley Subject: INSPECTION: 880 PARADISE LN, 06 31928,FRAMING COVER UP ALL TRADES, JEREMY 5090159 Start: Mon 7/24/2006 9:00 AM End: Mon 7/24/2006 10:00 AM Recurrence: (none) Passed Ijh 4 1 Graham Shirley Subject: INSPECTION: 880 PARADISE LN, 06-31928, FINAL FRAMING, JEREMY 509.0159 Start: Thu 7/13/2006 9:00 AM End: Thu 7/13/2006 9:30 AM Recurrence: (none) FAILED LJH 4 1 Graham Shirley Subject: INSPECTION: 880 PARADISE LN,06 31928,COVER UP,DAVE BESTCON Start: Wed 7/5/2006 9:00 AM End: Wed 7/5/2006 10:00 AM Recurrence: (none) FAILED 7.5.06 LJH ICE BOX-BOX NOT SUPPORTED BOTH SIDES. ENGINEERS LETTER FOR LAST FAILURE ITEMS NOT IN BOX. Graham Shirley Subject: INSPECTION: 880 PARADISE LANE, 05-31928, COVER UP, DAVE @ BESTCON Start: Fri 6/23/2006 7:30 AM End: Fri 6/23/2006 8:00 AM Recurrence: (none) FAILED 6.23.06 LJH 1)SUPPORT BOTH SIDES OF ICE BOX 2) NO FIRE CAULK 3)DESIGN PRESSURES NOT LABELED FOR WINDOWS 4) P51 AT GARAGE DOOR 5)ALL THREAD @ GARAGE DOOR 5/8" 6) EXTEND HEADER TO FAR SIDE WALL AT GARAGE PORTAL 7) NOTE ABOUT PERMENANT TRUSS BRACING 1 Graham Shirley Subject: INSPECTION: 880 PARADISE LANE, 06-31928, ROOF&WALL SHEATHING, DAVE AT BESTCON 545.4753 Start: Mon 4/24/2006 2:00 PM End: Mon 4/24/2006 2:30 PM Recurrence: (none) PASSED LJH 4.24.06 2 1 Graham Shirley Subject: INSPECTION:880 PARADISE LANE,06 31928,SLAB, DAVE BESTCON, 545 4753 Start: Wed 3/29/2006 8:00 AM End: Wed 3/29/2006 8:30 AM Recurrence: (none) PASSED 3.29.06 LJH 1 1 Graham Shirley Subject: INSPECTION: 880 PARADISE LN,06 32564,ROUGH UNDERSLAB,AMANDA DON HARRIS,772 0900 Start: Tue 3/21/2006 1:30 PM End: Tue 3/21/2006 2:00 PM Recurrence: (none) PASSED LJH 3.21.06 Graham Shirley Subject: INSPECTION: 880 PARADISE LN, 05 31928,FOOTING DAVE ,545 4753 Start: Tue 3/7/2006 2:30 PM End: Tue 3/7/2006 3:00 PM Recurrence: (none) PASSED LJH 3.7.06 1 Graham Shirley From: Walker, Chris Sent: Thursday, October 26, 2006 11:22 AM To: Graham Shirley Subject: RE: 880 Paradise lane Everything is good here. From: Graham Shirley Sent: Tuesday,October 24,2006 3:54 PM To: Carper,Rick; Kaluzniak,Donna; Deming,James;Walker,Chris; Nodine,Phil Cc: Matthews,Carlene; Lanier,Joyce Subject: 880 Paradise lane Bestcon is ready for a final CO at 880 Paradise Lane 06 31928 They can be reached at 246 3747 Shirley Graham Shirley From: Clemons, Malcolm Sent: Thursday, October 26, 2006 7:45 AM To: Kaluzniak, Donna Cc: Graham Shirley Subject: RE: 880 Paradise lane Inspected OK-Malcolm From: Kaluzniak, Donna Sent: Tuesday,October 24,2006 4:13 PM To: Clemons,Malcolm Subject: FW:880 Paradise lane From: Graham Shirley Sent: Tuesday,October 24,2006 3:54 PM To: Carper,Rick; Kaluzniak,Donna; Deming,James;Walker,Chris; Nodine,Phil Cc: Matthews,Carlene; Lanier,Joyce Subject: 880 Paradise lane Bestcon is ready for a final CO at 880 Paradise Lane 06 31928 They can be reached at 246 3747 Shirley 1 City o#'Aarntic Peach Permit Inforrnur�ion To: JEA Electric Order Fulfillment, (Fax No.: 665-7372) Attention: Carol Schweizer/Lorie Craven,21 West Church St T-4 (665-6521) Subject: City of Atlantic Beach Permit# Date: & 6i Service Address: /o-64.5 / f Owner: Owner Phone: -� Electrician: _//V A ftr-)l i l+_ /- ( Electrician Phone: �2, Type of Work: New Service [� M-Home Subfeed [_] Increase Service Heat & AC LJ Repair Service C1 Other [._._] Rewire [._j Other Description: Temp Pole [] Service Type: [ erhead(Repair/Replace) ,Underground (New Services) Building Use: LZROesidential [JChurch [Environmental JM-Home LjCommercial "Other Other Use Description: Service Size: New Service: Amps: 41.)L Volts: -524e Phase: Existing Service:Amps: Volts: Phase: E-mail:caavljcr.jea.com or schwc i1,jea.com or resom@jea.com CITY OF ATLANTIC BEACH 4% M SEMINOLE ROAD Vj ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033044 Date 5/22/06 Property Address . . . . . . 880 PARADISE LN Tenant nbr, name . . . . . . 2 AHU 2 CU Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---------- --- --- -------- ----------- --- - - -------- BESTCON CHAPPELL HEATING & AIR 6451 BEACH BLVD JACKSONVILLE FL 32216 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 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL PP ' CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION -- Date: Z' Property Address: c� ��✓f-7�/� Owner: 6 A/ Telephone#: Contractor: �{, �'�e LLQ Telephone#: Contractor Address: 4 SeA C A IS J 0 Fax#: 11 Contractor Signature: C/ In consideration of permit given for doing the work as descri6elrin 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 ordinances and standards of good practice listed therein. Type of H71ectric Fuel: If other construction is being done on this building or site,list the building permit number: ❑ Gas: _LP _Natural _Central Utility ©� 2 �Q -70 ❑ Oil _7 zo ❑ Other—S eci MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK 21` Heat _Space _Recessed _Central _Floor Residential Ll Air Conditioning: Room _Central UK"Duct System: Material Thickness ❑ Commercial Maximum capacity �'Z OD cfm El Refrigeration fflk"New Building ❑ Cooling Tower:Capacity gpm ®Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _— Manlift—Escalator—(Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency z C3 oz�l --2 Gl 1 y� �Tw236 �z ,3rv' HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency ~' L 6 (� TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://rvww.ci.2tlantic-beach.67.us Revised 1/04 { CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032564 Date 3/20/06 Property Address . . . . . . 880 PARADISE LN Tenant nbr, name . . . . . . 22 FIXTURES Application description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BESTCON DON HARRIS PLUMBING P.O. BOX 14668 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32210 (904) 772-0900 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 189 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 189 . 00 189. 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 189. 00 189. 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 �tr 1i'j APPLICATION FOR PLUMBING PERMIT si 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 Job Location: Jh> (-'A 1 ak l e Owner of Property: V4e_LDy_� Telephone: t �.. Plumbing Contractor: DbYl Contractor Address: -4b2 State License Number:c-fe D1Q 19 q Telephoner 64 -� � How many of the following fixtures: New or ❑ Re-Piped SINKS SHOWERS _LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS _DISPOSALS _CLOSETS —L—WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER _WATER RE-PIPE(LIST FIXTURES BEING REPIPED) OTHER Minimum Permit Fee: $35.00 Total Fixtures: X $7.00 + $35.00 = Signature of Owner: oe Signature of Contractor: Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247-5826 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00031928 Date 1/27/06 Property Address . . . . . . 880 PARADISE LN Tenant nbr, name . . . . . . NEW SINGLE FAMILY RES Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 313048 Owner Contractor ------ --- --------------- ------------------------ BESTCON BESTCON INC 4400 MARSH LANDING BOULEVARD ATLANTIC BEACH FL 32233 SUITE 6 PONTE VEDRA BCH FL 32082 (904) 246-3747 -------- -------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 1102 . 00 Plan Check Fee 551 . 00 Issue Date . . . . Valuation . . . . 313048 ---------------- ------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE .46 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 16 . 89 AB CONSTRUCTION SURCHARGE 1 . 87 STATE RADON SURCHARGE 8 . 81 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 790 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1102 . 00 1102 . 00 . 00 . 00 Plan Check Total 551 . 00 551 . 00 . 00 . 00 Other Fee Total 2513 . 03 2513 . 03 . 00 . 00 Grand Total 4166 . 03 4166 .03 . 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 PERMIT CALCULATION SHEET Date: — .2 6 - 0 Address ��0 �.4/��4,O/.f'l' FI-v,67 Heated Square Footage a 8-7 9 @ $. per sq ft = $ Garage/ Shed @$ per sq ft = $ a7 Carport/Porch 3 8 @$ LU Al 1 0_per sq ft = $ Deck $A_ ��. per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ 3 ( 3 0 L 30 0. 0a $ </6 0 Total Valuation 1st $ /00 600 (0 v Z $ G L( tt. Remaining Value $�. per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ 1( O 2 ZONING: i"_Vim_ + 1/2 Filing Fee $ 5-S-1 - FLOOD ZONE: ( ) Fireplaces @$35.00 $ —O - IMPERVIOUS S ACE: BUILDING PERMIT FEE $ 5'73 WATER IMPACT FEE — 0 SEWER IMPACT FEE 6 -- WATER METER/TAP / CAPITAL IMPROVEMENT -�- SEWER TAP $ C (yfrr) RADON HRS .0050 e 8 SECTION H PAVING ( ) $ - - CROSS CONNECTION _�, ST(a?S-,O SURCHARGE 3 OTHER $ GRAND TOTAL DUE: $ 6� /6 6 . 6 5 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS; DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 3 Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 -Dishwashing machine,domestic 2 Z-- Drinking fount nllcemakqr %2 Roor drains 2 Hose bib 1 1--- Kitchen sink,domestic 2 Kitchen.sink,domestic with food waste grinder andfor dishwasher I L 2 Laundry tray(1 or 2 compartments) 2 Lavatory 1 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 Water closet, public installation 6 TOTAL.NUMBER OF UNITS-- MULTIPLIED MTS=MULTIPLIED X 20.00 TOTAL$ 0 r ' CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (New/Residential & Commercial) Y Date: Job Address: b rzad Owner's Name: )) S ' / Address: 7�X-/4arSh 1 0n�� , J��( �CJK �t,�Phone: 9CTL,) 37(/—/ Legal Description: Block Number:} �— / Lo/t Number: �_Zoning District: Contractor://// (a l r�, / kl(-A7, State License Number: Cr/�C� ),)C3 5 Address: Y� l �(k U� �p Phone: ��7 �Y lc city: Q State: Zip: -:?"J Fax: 40 - —7 Describe proposed use and work to be done: C SI CLC r"C-Q Present use of land or building(s): 0,VA Valuation of proposed construction: 3'3 Is approval of Homeowner's Association or other private entity tequired? i A If yes,please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, addition of 5% or more to the original impervious area or the removal of any trees? Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. O. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Trig Conservation Board,which meets two times each month. Procedure: In order to expedite issuance 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.ei.atiantic-beach.fl.us Page 2 Revised 8/04 r In addition to construction and engineering detail, plans 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. I. 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. Address and contact information of person to receive all correspondence regarding this application(please print). Name: 1 C Mailing Address: `fid (V 1 // z f Telephone: — - Fax: 96 �Vf,7///J(n E-Mail: I hereby certify that I have read and examined this application and attached documentation 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 a information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: Date: V AS TO OWNER: Sworn to and subscribed before me this 4�l,,` _ day of t,,)aM,�� State of Florida,County of Duval 1 :RE7E GAIL RUSS Notary's Signature: ISSION#DD44WO Personally known ��9Fho! p,S:July 10,2009I,orl�e-0tsan Nwen Produced identification Type of identification produced v� Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of J( 0,>u ,20 MO State of Florida,County of Duval Notary's Signate: gA RENEE GAIL RUSS MY COMMISSION#DD"8880 Personally known EXPIRES:My 10,2009 Produced identification -lwrl*WW Flodda Nowy semce.cm Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl.us Page 3 Revised 8/04 CITY OF ATLANTIC BEACH - OWNER/BUILDER AFFIDAVIT Date: Job Address: tvaizxo t je p , '4atkc&a )Z Jct CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF YOU MAY BUILD OR IMPROVE A ONE — OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK(EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON 1S A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE OVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE 1SSUA CE 0 N OWNER-BUILDER PERMIT. PROPERTY OWNER/BUILDER SWORN TO AND SUBSCRIBED BEFORE ME THIS AY OF Yl 20txp OTPUBLIC MY CON mis�IQN , NOTE: PHRASES UNDERLINED ABOVE. ��trrlr. RENEE GAIL RUSS MY COMMISSION*DD448880 EXPIRES:July 10,2009 (407)398-0153 Florida Notary SaNW.00m CITY OF ATLANTIC BEACH ca BUILDING/ZONING DEPARTMENT Ford P Seminole Road L. Higgins a--' Atlantic Beach,Florida 32233 S. Doerr Pik (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: Applicant: 'C b Project: This permit application has been: E-1 Approved ED Reviewed and the following items need attention: Please re-submit yourapplication when these items have been completed. Reviewed By: to c,-- Date: 2 G '© �i Date Contractor Notified: CITY OF ATLANTIC BEACH Cc D.Ford f BUILDING/ZONING DEPARTMENT L. H' ' l 800 Seminole Road S. D err Atlantic Beach,Florida 32233 �r3f31J� (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # No--tj q A` ) f,& Property Property Address: L QR< Applicant: � C pyt Project: �F C This p=Approved cation has been: r7 Reviewed and the following items need attention: Please re-submit yo applicatio en these items have been completed. Reviewed By: Date: Date Contractor Notified: CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # -`-1 1o)U Property Address: Applicant: ��',b Project: ► L 1 JV �N Your application is approved as noted by the Public Works Department. inal application approval must come from the Building Department. t (;E Your permit application has been reviewed by the Public Works Department L 1 n and the following items need attention: " Provide erosion and sediment control plan with details. f- Provide drainage plan. ovide stormwater impervious calculations . (Lot size given, impervious coverage not provided) . Coverage appears to exceed 50% limit. 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)2475834. Revie b ick Carper, P.E., Public Works Director Date S Signature Contractor Notified Date CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT I 1200 Sandpiper Lane Atlantic Beach,Florida 32233 l (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: 8tD 1'arc A.1� LO-K6 Applicant: ve�'p V1 Project: R-f U) S? Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: etCV-r so Gv S es , I'7o alp ; ` e e essu11f- -Zo 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. Reviewed by Donna Kaluzniak, Public Utilities Director Date /10 l-A0 '0( Signature P Contractor Notified Date �GL-SGP o FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Oct. 12 2005 01:05PM P2 MAP SHOWING PLOT PLAN OF LOT 16, AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED IN PLAT BOOK 57, PAGES 31 THROUGH 345 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: RESTCON, INC. BEARING REFERENCE: BEARING SHOWN ON RIGHT—OF—WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT ELEVATIONS SHOWN THUS: ( ) REFER TO THE NATIONAL GEODETIC VERTICAL DATUM LEGEND: Q OAK TWIN OAK UVE OAK i MAGNOLIA CEDAR MYRTLE UNPLATTFO LANDS OF SECTION 18. TNWN MYRTLE TOWNSHIP 2 SOUTH, RANGE 29 EAST TRIPLE MYRTLE TWIN PEAR SWEET GUM N0073910mW � TWIN SWEET CUM 55.00' ' if PALM LOT 16 �(5) 6,222 SQUARE CAMPHOR CONCRETE FEET STEPS � (5. 15' BRL COVERFO PA710 10,Om1 35.0' �p.0 (4") (<) I I'n rlz N I � (3-) N c PLAN "PAULS BAY HAR 4. ,r, m 09-05-05—T" GARAGE RIGHT R� F.F. ELEV.=(11.5) ~ Q O ~ W) I I w) �- 0) A/C 00 i O PAA (4` L I X5.7' I I GOV1iF}ZED o I L EN7RY m 20' BPL (3`) DRIVE �aa�(4-) CONCRETE STEPS S00':�3'10tzenino. 55.00' nY of ntic each andaomp8anoa WM apphcaDia auhdtvl nn and Atk- &..".".& 1__J